20171546 Ver 1_401 Application_20171130

Preliminary ORM Data Entry Fields for New Actions
SAW — 2017 - BEGIN DATE [Received Date]:
Prepare file folder F-1 Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: Upper Taggart Creek Sewer
2. Work Type: Private ❑ Institutional F-1 Government FE -1 Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
The intent of this project is to replace the existing aged and deteriorated sewer.
4. Property Owner/ Applicant [PCN Form A3 or A4]: Charlotte Water; POC: Mr. Ryan LeBlanc
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Gregg Antemann, PWS
6. Related Action ID Number(s) [PCN Form 135b]: None
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
The project extends approximately 1.3 miles southwest and 0.6 mile east from Wilkinson
Blvd and Mulberry Church Rd intersection in Charlotte, NC (35.224405°, -80.921244°)
8. Project Location - Tax Parcel ID [PCN Form 131a]: Multiple (See the Construction Plan Sheets)
9. Project Location — County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form 132a]: Catawba
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050103
Authorization: Section 10 ❑ Section 404 ❑E Section 10 & 404
Regulatory Action Type:
F1 Standard Permit
0 Nationwide Permit # 12
E] Regional General Permit #
F-1 Jurisdictional Determination Request
F
]Unauthorized
Pre -Application Request
Activity
0 Compliance
❑ No Permit Required
Revised 20150602

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
November 28, 2017
Mr. David Shaeffer
U.S. Army Corps of Engineers
Charlotte Satellite Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 12
Upper Taggart Creek Sewer
Charlotte, North Carolina
CWS Project No. 2016-4107
Dear Mr. Shaeffer,
The Upper Taggart Creek Sewer site is approximately 52 acres in extent and extends
approximately 1.3 miles southwest and 0.6 mile east from Wilkinson Boulevard and Mulberry
Church Road intersection in Charlotte, North Carolina (Figures 1 and 2, attached).
On behalf of Charlotte Water, WSP has subcontracted Carolina Wetland Services, Inc. (CWS) to
provide Section 404/401 permitting services for this project. An executed Agent Authorization
Form is attached (Attachment A). CWS is submitting a Pre -Construction Notification pursuant to
Nationwide Permit No. 12 (Attachment B) to the U.S. Army Corps of Engineers for proposed
impacts to approximately 624 linear feet of temporary stream impacts.
Four copies of the PCN application are being provided to the North Carolina Division of
Environmental Quality (NCDEQ) with a check of $570 for the 401 Water Quality Certification
approval fee. CWS is the Authorized Agent and should be copied on all project
correspondence.
NORTH CAROLINA • SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 2

Upper Taggart Creek
Nationwide Permit No. 12
November 28, 2017
CWS Project No. 2016-4107
Please do not hesitate to contact Gregg Antemann at 704-408-1683 or [e-mail]
should you have any questions or comments regarding this project.
Sincerely,
)�� ( � - AU � _- -, ,
Gregg Antemann, PWS
Principal Scientist
WE
�•_ N� �I
+rah' `rn w
2 u r kQ. A�Oi a S
a7� ":
� V r
Aliisa Harjuniemi, WPIT
Project Scientist
Attachments: Figure 1: Vicinity Map
Figure 2a: USGS Topographic Map
Figure 2b: Historic USGS Topographic Map
Figure 3: Aerial Imagery
Figure 4: USDA-NRCS Current Soil Survey of Mecklenburg County
Figure 5: USDA-NRCS Historic Soil Survey of Mecklenburg County
Figure 6: National Wetlands Inventory
Figure 7: Jurisdictional Boundaries
Attachment A - Agent Authorization Form
Attachment B - Pre -Construction Notification Pursuant to NWP 12
Attachment C - NCDEQ Stream Classification Forms (SCP1-SCP5)
Attachment D - USACE Wetland Determination Data Forms (DP1-DP3)
Attachment E - Photopage (Photographs 1-6)
Attachment F - SHPO Map
Attachment G - NCNHP Data Review Report
Attachment H - Construction Plan Sheets (Proposed Impacts S1 -S15)
Cc: Mr. Alan Johnson, NCDEQ
Page 2 of 2

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Upper Taggart Creek
Attachments
ATTACHMENT A:
Agent Authorization Form
November 17, 2017
CWS Project No. 2016-4107

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized representative for the linear project identified herein, do
authorize representative of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right-of-way herein described for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdictional under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899.
I, Mr. Ryan Leblanc, representing Charlotte Water, hereby certify that I have authorized Gregg
Antemann of Carolina Wetland Services, Inc. to act on my behalf and take all actions necessary
to the processing, issuance, and acceptance of this request for wetlands determination /
permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
A pli s signature
p-- 2-c(
Date
ZT-a- C' . 7JU
Agent's signature
Date
10-25-2017
Completion of this form will allow the agent to sign
all future application correspondence.

Upper Taggart Creek
Attachments
ATTACHMENT B:
November 17, 2017
CWS Project No. 2016-4107
Pre -Construction Notification Pursuant to Nationwide
Permit No. 12

d�pF W A rE�%
flvfil::�,C
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 15
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
© Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes M No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑x 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑ Yes ❑x No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes N No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Upper Taggart Creek Sewer
2b.
County:
Mecklenburg County
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Multiple (linear sewerline project)
3b.
Deed Book and Page No.
Multiple
3c.
Responsible Party (for LLC if
applicable):
Charlotte Water; POC: Mr. Ryan LeBlanc
3d.
Street address:
5100 Brookshire Blvd.
3e.
City, state, zip:
Charlotte, NC 28216
3f.
Telephone no.:
[phone]
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 15
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent Other, specify: Union County Public Works
4b.
Name:
Mr. Ryan LeBlanc
4c.
Business name
(if applicable):
Charlotte Water
4d.
Street address:
5100 Brookshire Blvd
4e.
City, state, zip:
Charlotte, NC 28216
4f.
Telephone no.:
[phone]
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Gregg Antemann, PWS
5b.
Business name
(if applicable):
Carolina Wetland Services, Inc.
5c.
Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e.
Telephone no.:
704-408-1683
5f.
Fax no.:
704-527-1133
5g.
Email address:
[e-mail]
Page 2 of 15
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Multiple partial parcels. See attachment H
1 b. Site coordinates (in decimal degrees):
Latitude: 35.224405 Longitude: -80.921244
1 c. Property size:
52 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Taggart Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Catawba (HUC 03050103)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Upper Taggart Creek Sewer site is approximately 52 acres in extent and is located east of the Billy Graham Parkway,
extending from north of Wilkinson Boulevard to south of Morris Field Drive in Charlotte, North Carolina (Figures 1 and 2,
attached).
The project area consists of forested areas along Taggart Creek and urban areas with managed vegetation (Figure 3, attached).
Typical on-site vegetation consists of northern red oak (Quercus rubra), tulip poplar (Liriodendron tulipifera), white oak (Quercus
alba), sweetgum (Liquidambar styraciflua), winged elm (Ulmus alata), eastern red cedar (Juniperus virginiana), pignut hickory
(Carya glabra), red maple (Acer rubrum), Chinese privet (Ligustrum sinense), autumn olive (Elaeagnus umbellata), muscadine
(Vitis rotundifolia), poison ivy (Toxicodendron radicans), Nepalese browntop (Microstegium vimineum), and kudzu (Pueraria
montana).
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil
Survey of Mecklenburg County (Figure 4, attached) and the most recently published NRCS Soil Survey for Mecklenburg County
(Figure 5, attached), current and historic on-site soils consist of eleven soil types.
The National Wetlands Inventory (NWI), created by the U.S. Fish and Wildlife Service, is a program which provides wetland data
and analysis to the public. A review of the NWI GIS layer depicts four potential wetland features within the project limits (Figure
6, attached). However, delineation revealed no on-site wetlands.
3b. List the total estimated acreage of all existing wetlands on the property: 0 acre of jurisdictional wetland area
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 7,370 linear feet of
perennial stream, 403 linear feet of intermittent stream.
3d. Explain the purpose of the proposed project:
Charlotte Water is experiencing capacity issues with the subject gravity sanitary sewer line. The intent of this project is to
replace the existing aged and deteriorated sewer with a larger size pipe that not only alleviates the capacity issue, but also
provides additional capacity for the future. The total length of this project is approximately 1.9 miles along Upper Taggart Creek
and along unnamed tributary to Upper Taggart Creek (Attachment H).
3e. Describe the overall project in detail, including the type of equipment to be used: (see next page)
Page 3 of 15
PCN Form — Version 1.4 January 2009

3e
Under Nationwide Permit (NWP) No. 12, unavoidable impacts associated with the construction of the Upper Taggart Creek
Sewer and associated easements include 15 stream crossings. The number of crossings has been kept to the minimum
necessary. The utility crossings will not result in any loss of waters of the U.S. The construction plans depicting the proposed
impacts are included as Attachment H. The construction details are included in Attachment H as well.
Stream Impacts
All stream impacts will be temporary open trench stream crossings (Attachment H). Contractors shall limit the disturbance of
the stream to 40 linear feet along the centerline at all stream crossings, except for Stream Impact No. 2 (Attachment H).
Please refer to the Avoidance and Minimization section for more details.
he proposed temporary impacts consists of installation of bypass pumps and approximately 10 linear feet of riprap in the
hannel in order to stabilize the sewer crossing. All temporary fill will be removed after sewer construction and temporary
Cream crossings will be returned to their original grade. Any riprap required for stabilization will be keyed to the level of pre-
xisting stream bed. All areas disturbed by the work shall be re -graded to leave the area in a smooth condition, sloped for
rainage. All impacted stream banks shall be permanently stabilized with riprap due to the steep side slopes. Stabilized stream
anks shall include all bank areas disturbed by construction activities.
Page 4 of 15
PCN Form — Version 1.4 January 2009

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all prior phases in the past?
❑ Yes ❑ No 0 Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ PreliminaryEl Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes 0 No
6b.
If yes, explain.
Page 5 of 15
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands © Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
T
Utility Crossing
Stream D
INT
Corps
4
40
S2
T
Utility Crossing
Stream A
PER
Corps
20
64
S3
T
Utility Crossing
Stream A
PER
Corps
20
40
S4
T
Utility Crossing
Stream A
PER
Corps
20
40
S5
T
Utility Crossing
Stream A
PER
Corps
20
40
S6
T
Utility Crossing
Stream A
PER
Corps
20
40
S7
T
Utility Crossing
Stream A
PER
Corps
20
40
S8
T
Utility Crossing
Stream A
PER
Corps
20
40
S9
T
Utility Crossing
Stream B
PER
Corps
15
40
S10
T
Utility Crossing
Stream B
PER
Corps
15
40
S11
T
Utility Crossing
Stream B
PER
Corps
15
40
Page 6 of 15
PCN Form — Version 1.4 January 2009

S12
T
Utility Crossing
Stream B
PER
Corps
15
40
S13
T
Utility Crossing
Stream B
PER
Corps
15
40
S14
T
Utility Crossing
Stream B
PER
Corps
15
40
S15
T
Utility Crossing
Stream B
PER
Corps
15
40
3h. Total stream and tributary impacts
624 If
3i. Comments: Temporary impacts to streams total 624 linear feet.
All stream impacts will be temporary open trench stream crossings.
Page 7 of 15
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
_
Choose One
Choose
02
_
Choose One
Choose
03
-
Choose One
Choose
04
-
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose One
P2
Choose One
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
_
Yes/No
B2
_
Yes/No
133
_
Yes/No
134
-
Yes/No
135
_
Yes/No
136
_
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 8 of 15
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In order to avoid and minimize impacts to jurisdictional waters of the U.S., the Upper Taggart Creek site was delineated and the
alignment was adjusted based on the delineation results. Proper sediment and erosion control measures will be used to
minimize disturbances to downstream waters. Construction activities and impacts to on-site jurisdictional waters of the U.S. will
comply with all conditions of Nationwide Permit 12 and Water Quality Certificate No. 4086.
e number of crossings is dictated by the existing sewer infrastructure, topography, and bedrock. All of the sewer pipeline
earn crossings on this project have been designed to be installed by open cut method rather than jack and bore. There is a
nificant amount of bedrock along Taggart Creek and the proposed alignment. Therefore, open cutting of the streams is the
ly practical way to install the sanitary sewer pipe.
roposed Sewer Alignment
he proposed sewer alignment consists of approximately 10,600 linear feet of 8, 10, 15, 18, 30, and 36 -inch gravity sewers
long Upper Taggart Creek and along an unnamed tributary to Upper Taggart Creek. The following design adjustments were
lade to minimize the proposed impacts to the maximum extent practicable.
1. Contractors shall limit the disturbance of the creek to 40 linear feet along the creek centerline at all creek crossings,
except for Stream Impact No. 2. (S2; Attachment H). S2 will require 62 linear feet of disturbance due to the angle of the
crossing and existing sewerline that will be replaced with a larger pipe. The angle of the crossing is dictated by the
existing topography and bedrock, and the larger pipe size. The disturbance at S2 will not exceed the limit of the
easements.
2. Excavation of the trench through the stream bed is to be kept as narrow as possible, but no less than the required
minimum.
3. Riprap placed along the creek bed is to match the grade of the original creek bed. Actual width of riprap in the creek
bed will be approximately 10' or less. Creek bed in many of these crossings is already solid rock.
4. All stream crossings will be at a perpendicular or a near perpendicular angle.
5. The old collapsed concrete crossing directly under Stream Impact No.5 (S5) will be removed and the channel will be
day lighted.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
roper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Construction
ctivities and impacts to on-site jurisdictional waters of the U.S. will comply with all conditions of Nationwide Permit 12 and
✓ater Quality Certificate No. 4086.
Page 9 of 15
PCN Form — Version 1.4 January 2009

2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes N No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose One
Type: Choose One
Type: Choose One
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
4c.
If using stream mitigation, stream temperature:
Choose One
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes N No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Page 10 of 15
PCN Form — Version 1.4 January 2009

Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 11 of 15
PCN Form — Version 1.4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
This project is associated with a stormwater infrastructure maintenance project and
❑ Yes ❑ No
does not require a SMP.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
<12 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The total amount of impervious surface does not change.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 15
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
© No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
© Yes
❑ No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed gravity sewers will provide access to extend sewer services to multiple undeveloped parcels.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proposed project consists of sewerline for wastewater.
Page 13 of 15
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes © No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
CWS scientists performed a data review using NCNHP Data Explorer on May 12, 2017 to determine the presence of any
federally-listed, endangered species, threatened species, or potential habitat located within the project area. Based on the
NCNHP review, no current records of federally-protected species exist within or within a mile of the project site (Attachmen
G).
The USFWS, Raleigh Field Office, North Carolina Distribution Records of Endangered, Threatened, and Species of
Concern list for Mecklenburg County was reviewed. The USFWS database lists the Schweinitz's sunflower, Michaux's
sumac (Rhus michauxii), smooth purple coneflower (Echinacea laevigata), Carolina heelsplitter (Lasmigona decorata),
rusty patched bumble bee (Bombus affinis), and bald eagle (Haliaeetus leucocephalus) as potentially occurring in
Mecklenburg County. Additionally, the project area is within northern long-eared bat (Myotis septentrionalis) and white
nose syndrome range.
On September 20 and 21, 2016, and May 16, 2017 CWS scientists conducted a pedestrian survey of the project area for
suitable habitat of federally-protected species. Because suitable habitat was not observed for the Schweinitz's sunflower,
rusty patched bumble bee, Michaux's sumac, smooth purple coneflower, and Carolina heelsplitter, CWS has rendered a
biological determination of no effect for these species. Furthermore, as the action area is not within 660 feet of a bald
eagle nest, no eagle act permit is required. As no tree removal activities will occur within a 150-foot radius of a known,
occupied NLEB maternity roost from June 1-July 31 and no trees will be removed within 0.25 miles of a known
hibernaculum at any time of year, any incidental take on NLEB that may result from associated activities is exempt under
the 4(d) rule.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corns Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes M No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Page 14 of 15
PCN Form — Version 1.4 January 2009

7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on November 14, 2017 to determine
the presence of any areas of architectural, historic, or archaeological significance that would be affected by the project.
CWS also consulted the SHPO online GIS service and found no historical structures, buildings, sites, or districts within the
project limits (Attachment F). As of the date of this submittal, no response has been received from the SHPO.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑x Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
FEMA floodplain elevations will not be changed by project actions.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710452400K and 3710452300K
Z-n-
11.28.17
Mr. Gregg Antemann
Applicant/Agent's Signature (Agent's
Applicant/Agent's Printed Name
signature is valid only if an authorization letter
Date
from the applicant is provided.)
Page 15 of 15
PCN Form — Version 1.4 January 2009

Upper Taggart Creek
Attachments
ATTACHMENT C:
November 17, 2017
CWS Project No. 2016-4107
NCDEQ Stream Classification Forms (SCP1-SCP5)

NC DWQ Stream Identification Form Version 4.11
Date: s, It G 11
Project/Site: Scf
Latitude: 3S'ZLl�}
3y( y
Evaluator: �(/� ,{� CU
County:
f/
Longitude: �66. /�i�lj 2
Total Points:
Stream is at/east intermittent
Stream Determination (circle a
Ephemeral Intermittent erenni
Other
e.g. quad Nameaj"YPi+z 13
if 2 19 orperennial if >_ 30'
0
1
A. Geomor holo (Subtotal = )
"artificial ditches are not rated; see disc%s
si ns in
manual
B. Hydrology
(Subtotal
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
10
0.5
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0i
0
2p
3
4. Particle size of stream substrate
0
1
2
5. Active/relict floodplain
®
1
2
3
6. Depositional bars or benches
0
1
2
0
7. Recent alluvial deposits
0
1
3
8. Headcuts
1
2
3
9. Grade control
0
0.5
1.5
10. Natural valley
0
5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
12. Presence of BaseFlow
si ns in
manual
B. Hydrology
(Subtotal
= /v )
0
12. Presence of BaseFlow
0
1
2
t�3
13. Iron oxidizing bacteria
0
0
2
3
14. Leaf litter
01
0.5
0
15. Sediment on plants or debris
0
0.5
Q
1.5
16. Organic debris lines or piles
0
0.5
Q
1.5
17. Soil -based evidence of high water table?
No = 0
Yes =
C. Biology (Subtotal = l )
ream
18. Fibrous roots in st
bed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos (note diversity and abundance) 0 1 Q 3
21. Aquatic Mollusks 0 2 3
22. Fish 0 (ip 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1.5
25. Algae 0.5 1 1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

W DWQ Stream Identification Form Version 4,11
Date: 9 Z o - /J.
Project(Site: (J, c Y r4 c ��
Latitude:
Evaluator: `x/V )
County: Aeyck((7b.
Longitude: BQ I/�9�5
1'' Continuity of channel bed and bank
D
1
Total Points:
Stream is al least Intermittent z2,5
Stream pater tion (circle one)
Other Scri a
ifz f9 orperenntal it>_ 30*
Ephemeral ntermttte Perennial
p
e,g. quad Name: SZ,�
A. Geomorphology
a um,a,wunes- e u n - u
(Subtotal =, ll >)
Absent
Weak
Moderate
Strong
1'' Continuity of channel bed and bank
D
1
2
14. Leaf litter
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
(�
2
3
4. Particle size of stream substrate
0
1
(,2i
3
5.Aclivefrelictfloodplain
No = 0
1
2
3
6. Depositional bars or benches
0
1
2
-3-
7.
7. Recent alluvial deposits
0
Q
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
11
1.5
10. Natural valley
0
*perennial streams may also be Identified using other methods. See p. 36 of manual,
1
1.5
11. Second or greater order channel
- No p
Yes = 3
12. Presence of easeflow
C. Biology (Subtotal=
naursuuasions in manual
1
2
3
13. Iron oxidizing bacteria
B.
1
Hvdroloav
3
14. Leaf litter
0
(Subtotal=
0,5
0
15. Sediment on plants or debris
1
12. Presence of easeflow
C. Biology (Subtotal=
0
1
2
3
13. Iron oxidizing bacteria
19. Rooted upland plants in streambed
1
2
3
14. Leaf litter
0
1
0,5
0
15. Sediment on plants or debris
0
0,5
1
1,5
16, Organic debris lines or plies
0
ir1
22. Fish
1.5
17. Soil -based evidence of high water table?
No = 0
Yes 13
18. Fibrous roots in streambed
2
1
p
19. Rooted upland plants in streambed
2
1
0
20, Macrobenthos (note diversity and abundance)
1
2
3 -
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayflah
0.5
1
1.5
24, Amphibians
0.5
1
1.5
25. Algae
0.5
1
1,6
26. Wetland plants in streambed
FACW = 0.75;
OBL =1,6 Other =
0
*perennial streams may also be Identified using other methods. See p. 36 of manual,
Notes:
Sketch:

NC DWO Stream 7dentifiantinn Fnrm Verainn A.11
Date: 2 I
Project(Site: (/ (Y Tel ,,d't
Latitude: s 2AA
Evaluator: {NNW
County:
Longitude: -8�, )Z ll �3 j
Total Points; �1 �.
Stream at asNnfe:
Stream Determ' circle one)
Other SC�r 3
30*ent
if Z f9 or perennial (f>_ 30"
-peros
E hemeral me matte Perennial
P
e.g. quad Name: r..� 1�
S hy` (�
A. Geomorphology (Subtotal = l 9.� )
1a' Continuity of channel bed and bank
o,W„taMI wwuMa arc nM
Absent
o
Weak
1
Moderate
2
Strong
2. Sinuosity of channel along thalweg
0
1
2
3
3, In -channel structure: ex, riffle -pool, step -pool,
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
2
6. Active/relictfloodplain
0
1
2
3
6, Depositlonaf bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1 '
2
3
8. Headcuts 1
0
1
2
3
9. Grade control
0.5
1
1.5
10. Natural valley
0
1.5
1
1.5
11. Second or greater order channel
No 0
Yes = 3
12. Presence of Basefl
tai
n
aiuna m
marmai
B.
H dio10
Subtotal
=
14. Leaf litter
ow
C. Biology
3
2
13. Iron oxidizing bacteria
1
1
10. Rooted upland plants in streambed
14. Leaf litter
1
15. Sediment on plants or debris
0
0.5
AjLE
16, Organic debris lines or piles
0
2
17. Soil -based evidence of high water table?
No = 0
(Subtotal =
18. Fibrous roots in streambed
3
2
1
0
10. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos note diversity and abundance)
.�
1
2
3
21. Aquatic Mollusks
0
1
2
3
22• Fish
0.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
264 Algae
0.5
26. Wetland plants in streambed
FACW = 0.75;
OBL =1.5 Other
*perennial streams may also be Identified using other methods.
See p, 36 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: �5- I(0 -I &
ProjectfSite: O/ 1 T�5S4i+
Latitude: ? 22 /7�81
40Evaluator: V/1 Q 0J Z
County: /`lU,
Longitude: -�� 91233
Total Points:
Stream least inte: 2 �
Stream Dete circle one)
Ephemeral ter 'tten Perennial
Other SCJp
rr
30ent
i!_19 or erennial if >_30*
rpere
2. Sinuosity of channel along thalweg
e.g. quad Name: S e, j
� C
A. Geomor holo (Subtotal =
°art
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
-101
2
3
4. Particle size of stream substrate
0
1
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
0
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
®
3
9. Grade control
0.5
1
1.5
10. Natural valley
0
.5
1
1.5
11. Second or greater order channel
NoCO) -
Yes = 3
ificial ditches are not rated; see discussions. in manual `
B. Hvdroloav (Subtotal = G . S )
12. Presence of Baseflow 0 in
C. Biology (Subtotal = �)
18. Fibrous roots in streambed
- 3
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1
0.5
0
15. Sediment on plants or debris
0
-101
1
1.5
16. Organic debris lines or piles
0
Gil
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = U3
C. Biology (Subtotal = �)
18. Fibrous roots in streambed
- 3
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
®
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other - 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification 1Wnrm Vsrcinn 4-11
Date: 9- Zi^ A,
ProjectfSite: ONA76f Tq G1q
Latitude: .3S 223325
Evaluator: ,/�(/H (�j'{</j/(v
County: /�Gc G, r
Longitude: ..20,
Total Points:
3treemisatleestl1Fk3t* �^
StreamDetermination (circle one)
hemer Intermittent Perennial
Other ,i(r
J
!fZ 19 orperennlalifz 30*
3
e.g. quad Name: ito �^
A. Geomorphology
(Subtotal =_ L)
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
2
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3, In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
n
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
Yes = 3
3
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
1
2
3
8. Headcuts
®
1
2
3
9. Grade control
0.5
1
1 5
10. Natural valley
-
0.5
1
1.5
11. Second or greater order channel
No =
Yes = 3
12. Presence of Baseflow
1
B. H 10 OHY
Isubtotal=
2
12. Presence of Baseflow
1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
3
0,5
1
115
17, Soil -based evidence of high water table?
No - 0
Yes = 3
C. Bloloov (Subtotal =
18, Fibrous roots In streambed
3
2
1
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21, Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
-
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL =1.5 Other =
*perennial streams may also be Identlfled using other methods.
See p, 35 of manual.
Notes:
Sketch:

Upper Taggart Creek
Attachments
ATTACHMENT D:
November 17, 2017
CWS Project No. 2016-4107
USACE Wetland Determination Data Forms (DP1-DP3)

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Upper Taggart Creek Sewer City/County: Mecklenburg Sampling Date: 9-20-16
Applicant/Owner: WSP USA, Inc. State: NC Sampling Point: DP1-UP
Investigator(s): AVH/KNW Section, Township, Range: Charlotte
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.229969 Long: -80.916699 Datum: NAD 83
Soil Map Unit Name: Monocan Loam, 0-2% slopes (Mo) NWI classification: PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of a nonjurisdictional upland area
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1-UP
Tree Stratum (Plot size: 30 feet )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Quercus rubra
35
Yes
FACU
Number of Dominant Species
2.
Liquidambar styraciflua
30
Yes
FAC
That Are OBL, FACW, or FAC: 4 (A)
3•
Total Number of Dominant
4.
Species Across All Strata: 12 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 33.3% (A/B)
7.
Prevalence Index worksheet:
65
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
33
20% of total cover:
13
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 feet
)
FACW species 0 x 2 = 0
1.
Morus rubra
10
Yes
FACU
FAC species 70 x 3 = 210
2.
Cercis canadensis
10
Yes
FACU
FACU species 115 x 4 = 460
3.
Ligustrum sinense
10
Yes
FACU
UPL species 25 x 5 = 125
4.
Albizia julibrissin
5
No
UPL
Column Totals: 210 (A) 795 (B)
5.
Diervilla lonicera
5
No
UPL
Prevalence Index = B/A = 3.79
6.
Ulmus alata
5
No
FACU
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
- Dominance Test is >50%
9.
-2
3 - Prevalence Index is :53.01
45
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
23
20% of total cover:
9
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 10 feet )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Toxicodendron radicans
15
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
2.
Microstegium vimineum
10
Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Parthenocissus quinquefolia 10 Yes FACU
4.
Hedera helix
10
Yes
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Smilax rotundifolia
5
No
FAC
more in diameter at breast height (DBH), regardless of
6.
Lonicera japonica
5
No
FACU
height.
7
Sapling/Shrub - Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
55
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
28
20% of total cover:
11
height.
Woody Vine Stratum (Plot size: 15 feet )
1.
Hedera helix
20
Yes
FACU
2.
Peuraria montana
15
Yes
UPL
3.
Toxicodendron radicans
10
Yes
FAC
4.
5.
Hydrophytic
45
=Total Cover
Vegetation
50% of total cover:
23
20% of total cover:
9
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
33.3% of dominant vegetation are FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP1-UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 4/6 100 Loamy/Clayey silty loam, compacted soil
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
_ Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type: rock
Depth (inches): 12
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Upper Taggart Creek Sewer City/County: Mecklenburg Sampling Date: 5-16-17
Applicant/Owner: WSP USA, Inc. State: NC Sampling Point: DP2-UP
Investigator(s): AVH/DJZ Section, Township, Range: Charlotte
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.230105 Long: -80.908532 Datum: NAD 83
Soil Map Unit Name: Monacan Loam, 0-2% slopes (Mo) NWI classification: PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of a nonjurisdictional upland area
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 feet
1. Liquidambar styraciflua
2. Quercus falcata
3. Liriodendron tulipifera
4. Nyssa sylvatica
5.
6.
7.
50% of total cover: 60
Sapling/Shrub Stratum (Plot size: 15 feet )
1. Morus rubra
2. Cercis canadensis
3. Juniperus virginiana
4. Ulmus alata
5.
6.
7.
8.
9.
50% of total cover: _
Herb Stratum (Plot size: 10 feet )
1. Lonicera japonica
2. Hedera helix
3. Phytolacca americana
4. Parthenocissus quinquefolia
5. Hexastylis arifolia
6. Smilax rotundifolia
7. Passiflora incarnata
8.
9.
10.
11.
50% of total cover: _
Woody Vine Stratum (Plot size: 15 feet )
1. Hedera helix
2. Toxicodendron radicans
3.
4.
5.
% Cover Species?
60
Yes
30
Yes
20
No
10
No
Sampling Point: DP2-UP
Status
Dominance Test worksheet:
10 Yes
FAC
Number of Dominant Species
FACU
FACU
That Are OBL, FACW, or FAC:
2 (A)
FACU
Total Number of Dominant
FAC
FAC
Species Across All Strata:
8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
25.0% (A/B)
Prevalence Index worksheet:
120 =Total Cover
20% of total cover: 24
10 Yes
FACU
10 Yes
FACU
5 No
FACU
5 No
FACU
30 =Total Cover
15 20% of total cover: 6
50 Yes
FACU
30 Yes
FACU
20 No
FACU
20 No
FACU
10 No
FAC
10 No
FAC
10 No
UPL
150 =Total Cover
75 20% of total cover: 30
70 Yes FACU
30 Yes FAC
100 =Total Cover
50% of total cover: 50 20% of total cover: 20
Remarks: (Include photo numbers here or on a separate sheet.)
25% of dominant vegetation are FAC or wetter.
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 120 x 3 = 360
FACU species 270 x 4 = 1080
UPL species 10 x 5 = 50
Column Totals: 400 (A) 1490 (B)
Prevalence Index = B/A = 3.73
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
-2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP2-UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-6 7.5YR 4/3 100 Loamy/Clayey clay loam
6-20 7.5YR 5/6 100 Loamy/Clayey clay loam
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Upper Taggart Creek Sewer City/County: Mecklenburg Sampling Date: 5-16-17
Applicant/Owner: WSP USA, Inc. State: NC Sampling Point: DP3-UP
Investigator(s): AVH/DJZ Section, Township, Range: Charlotte
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): none Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.229859 Long: -80.912284 Datum: NAD 83
Soil Map Unit Name: Monacan Loam, 0-2% slopes (Mo) NWI classification: PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of a nonjurisdictional upland area
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
No indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP3-UP
Tree Stratum (Plot size: 30 feet )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liriodendron tulipifera
40
Yes
FACU
Number of Dominant Species
2.
Fagus grandifolia
30
Yes
FACU
That Are OBL, FACW, or FAC: 4 (A)
3.
Liquidambar styraciflua
20
No
FAC
Total Number of Dominant
4.
Acer negundo
10
No
FAC
Species Across All Strata: 9 (B)
5.
Morus rubra
10
No
FACU
Percent of Dominant Species
6.
Ulmus a/ata
10
No
FACU
That Are OBL, FACW, or FAC: 44.4% (A/B)
7.
Prevalence Index worksheet:
120
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
60
20% of total cover:
24
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 feet
)
FACW species 30 x 2 = 60
1.
Liquidambar styraciflua
10
Yes
FAC
FAC species 140 x 3 = 420
2.
FACU species 160 x 4 = 640
3.
UPL species 30 x 5 = 150
4.
Column Totals: 360 (A) 1270 (B)
5.
Prevalence Index = B/A = 3.53
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
- Dominance Test is >50%
9.
-2
3 - Prevalence Index is :53.01
10
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
5
20% of total cover:
2
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 10 feet )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Apios americana
30
Yes
FACW
'Indicators of hydric soil and wetland hydrology must be
2.
Hedera helix
30
Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Toxicodendron radicans 30 Yes FAC
4.
Rubus argutus
10
No
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
100
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
50
20% of total cover:
20
height.
Woody Vine Stratum (Plot size: 15 feet )
1.
Toxicodendron radicans
70
Yes
FAC
2.
Hedera helix
30
Yes
FACU
3.
Wisteria floribunda
30
Yes
UPL
4.
5.
Hydrophytic
130
=Total Cover
Vegetation
50% of total cover:
65
20% of total cover:
26
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
44.4% of dominant vegetation are FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP3-UP
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-5 7.5YR 4/6 100 Loamy/Clayey silty loam
5-20 7.5YR 4/4 100 Loamy/Clayey silty loam
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
No indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

Upper Taggart Creek
Attachments
ATTACHMENT E:
Photopage (Photographs 1-6)
November 17, 2017
CWS Project No. 2016-4107

Upper Taggart Creek Sewer
Attachment E: Photopage
November 28, 2017
CWS Project No. 2016-4107
Photograph 1. View of Stream A (Taggart Creek), facing upstream.
Photograph 2. View of Stream B, facing upstream.
Photopage 1 of 3

Upper Taggart Creek Sewer
Attachment E: Photopage
November 28, 2017
CWS Project No. 2016-4107
1W A
r k �
r�
Photograph 3. View of Stream C, facing upstream.
Photograph 4. View of Stream D facing upstream.
Photopage 2 of 3
A.,
i f
!
"'�..
MIt
_g,LIN
,.,v �, y
Y�ky
��_ � �XSie
A Y, ,
'�
tR- � f � /' NiT_✓'
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'
Photograph 4. View of Stream D facing upstream.
Photopage 2 of 3

Upper Taggart Creek Sewer
Attachment E: Photopage
November 28, 2017
CWS Project No. 2016-4107
Photograph 5. View of Strem E, facing upstream
Photograph 6. View of non -jurisdictional ephemeral conveyance, facing northeast.
Photopage 3 of 3

Upper Taggart Creek
Attachments
ATTACHMENT F:
SHPO Map
November 17, 2017
CWS Project No. 2016-4107

MK319.3 House
0'. ` 1 �% -
]■ i.-)MK3192 House MK2150 Oakden'Motel `
MKGa
3197 s Station' MK3191rHouse .`
MK1709,McCoy Ser Iceat ori MK3190/Ho se
�' /g. ., �` K3188,House
MK3187 House M
r
\ MK3194 House (Gone) �. �..
i .R `MK3,186�Sp1_it Rail Lodge `
♦ t .MK3186 Split Rail Lodge s s
`♦ �� MK3185 Commercial Build .
MK3178 Mor -Mac Motor Court
7•Power Equipment\ pany
MK317
:i,MKr
t---
%
WarehouseMK3176 Dixie Motor Court (Capri Moteel) ,Superior ProduCompany
MK3071 Ford Motor Company Automotive Parts Distribution Ce4 r,(TICO.,Tire Company) MK3184 House
MK3071 Ford Motor Company Automotive,P,arts Dlstribution'Center�_. - I
Y / 'W'V -- 1 1. MK3824-House
MK= Morris Field Drive Bridge
MK---- Southern Electric Equipment Company Warehouse
MK---- Warehouse
/ ("J
Legend
MK3161 Civil Engineering Maintenance Facility (Bldg. 043)
Project Limits (52 ac.)
MK3167 Fuel Pump (Bldg. 31 1)
MK3164 Hazardous Materials
f^)
A % Pharmacy (Bldg:{)
b�w m
Roads
MK -31r70 F-86,SFighter (Static, Display) (Bldg. 144)
NCHPO Points
T ` SL and DOE
MK31- 69 NCIANG Memorial ♦ Determined Eligible - DOE
MK3152 Warehouse (Bld�00i) Surveyed Only
MK3157 Maintenance Facility,(Bldg. 007)
• Surveyed, Gone
NCHPO Boundaries
A P I Study List and Determined Eligible
_Q ► Determination of Eligibility
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY NC ONEMAP, DATED 2016. BACKGROUND GIS 1,000 5500 0 1,000 Feet
LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2016 AND NORTH CAROLINA
STATE HISTORIC PRESEVATION OFFICE, DATED SEPTEMBER 1, 2017.
r
SCALE: DATE: North Carolina State Historic
1 inch = 1,000 feet 11/8/2017 l,► J FIGURE NO.
Preservation Office Map
CWS PROJECT NO: DRAWN BY:
2017-4107 1 AVH Upper Taggart Creek Sewer
APPLICANT NO: CHECKED BY: CAROLINA Charlotte, North Carolina 4
GCA WETLAND SERVICES. CWS Project No. 2016-4107
C:\Users\AliisaHarjuniemi\Desktop\Current Projects\Upper Taggart\Permit (NWP12)\ArcGIS\Figure4_SHPO.mxd

Upper Taggart Creek
Attachments
ATTACHMENT G:
NCNHP Data Review Report
November 17, 2017
CWS Project No. 2016-4107

Natural and
Cullural Resources
May 12, 2017
Aliisa Harjuniemi
Carolina Wetland Services
550 E Westinghouse Blvd
Charlotte, NC 28273
RE: Upper Taggart Creek Sewer; 2016-4107
Dear Aliisa Harjuniemi:
ROY COOPER
Gomyrnor
SUM H. HA%HLTON
Seer .Fw ti
NCNHDE-3490
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rod ney.butler&ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
�'-Nathing Compares"--.,
stare of North Carolina I Depart menr of Natural and cultural Resources I Natural Her rage Program
121 W. lanes Street I Rateigh, NC 27603
1831 Mail Service Center I Raleigh, NC 27899-1651
Wwwn[nho.ora 19I}707-8107

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Upper Taggart Creek
Attachments
ATTACHMENT H:
November 17, 2017
CWS Project No. 2016-4107
Construction Plan Sheets (Proposed Impacts S1 -S15)

Contractor shall limit the disturbance of the creek to 40 LF along the
creek centerline at all creek crossings, except for the section
between SSMH 8 and 9. That section is to be kept to as little
disturbance as possible, not exceeding the limits of the easements.
Excavation of the trench through the creek bed to be kept as
narrow as possible, but no less than the required minimum. Riprap
placed along the creek bed is to match the grade of the original
creek bed. Actual width of riprap in the creek bed will be
approximately 10' or less.
I FIELD CONSTRUCTION INFORMATION I
START DATE:
END DATE:
INSPECTOR AS -BUILT DATE:
FINALINSPECTION DATE:
DESIGN COMPANY: WSP
PLANS PREPARED BY: MARK N. BREEN, PE E-MAIL: [e-mail]
ADDRESS: 1001 MOREHEAD SO DR, SUITE 610, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: JULY 20, 2017
SURVEY COMPANY: ESP ASSOCIATES, P.A.
SURVEYED BY: BRIAN FLAHERTY, PLS E-MAIL: [e-mail]
ADDRESS: P.O. BOX 7030, CHARLOTTE, NC 28241
PHONE: [phone]
DATE SURVEY COMPLETED: JULY 20, 2017
MAPPING COMPANY: AVIOIMAGE MAPPING SERVICES, INC
SURVEYED BY: RUDOLF GURLIT, PLS, CP E-MAIL: [e-mail]
ADDRESS: 4455 MORRIS PARK DRIVE SUITE B, CHARLOTTE, NC 28227
PHONE: [phone]
DATE SURVEY COMPLETED: JULY 20, 2017
CHARLOTTE
W6TER
� gwmilDWma �ammQ �QDm0 0 p 0') D !
UPPER TAGGIART CREEK OUTFALL REPLACEMENT
0 99 9 00 9 18 99 99 9 & 159' GRAVITY SEWER
TAGGART CREEK OUTFALL
REPLACEMENT PROJECT
(UNDER CONSTRUCTION)
SHEET 10/11
UPPER TAGGART CREEK ALIGNMENT
16
Sheet 10
- Impacts S5 -S6
NG GRID NN a 0o7
Sheet 12
- Impact S7 �\
Sheet 15
- Impacts S9 -SIO
S11 -S14
Sheet 13
I
V '
SHEET 17 Sheet 17
Know what's below. - Impact
Call before you dig.
0 500' 1000' 2000'
SCALE
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME PROPOSED 36",30", I8",&15" SANITARY SEWERTO SERVE CREEK BASIN TAGGART CREEK
UPPERTAGGAR CREEK
CLTWa[Rr PROJECT NO, 836-14307
PROJECTTYPE: ONEWCONSTRUCQON ❑RELOCATION ❑ MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THI5 PROJECT: N/A GALLONS PER DAY BASED
ON 190 GAL/DAV/SINGLE FAMILY HOUSEHOLD N/A HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT N/A UNITS OR IS BASED ON:
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
E] MCALPINE CR.(N00024970) 0 IRWIN DR. (N00024 5) MCDOWELL CR. (NCW36277)
E] SUGAR CR. (14C002407) E] MALLARD CR.(N00030230) E] ROCKY RIVER(NC0036269)
NATU RE OF WASTEWATER 100 %DOMESTIC %INDUSTRIAL
%COMMERCIAL %OTHER
ORIGIN OF WASTEWATER ®SUBDIVISION ®COMMERCIAL
®SCHOOL ❑ INDUSTRIAL
APARTMENTS?CONW'S OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
NONE
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? [-]YES E]NO
HASENGINEERDETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? 0YES NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 42 INCH
HAS ENGINEER DETERMINED THAT NC DEM AND CLTW 1 MINI MUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? ®YES [] NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
WSP USA,
SA INC
1001 MOREHEAD SQUARE DRIVE
SUITE 610
CHARLOTTE NORTH CAflOLINA 28203
TELEPHONE [phone]
PROFESSIONAL ENGINEER'SCERTIFICATION:
I, , ATTEST THAT THI5 APPLICATION FOR PROP. 36". 30" 18". & 15" SANITARY SEWERS
TO SERVE UPDER TAGG EKQUTFALL HAS BEEN REVIEWED RY ME AND IS ACC
AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY
SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE IUDGED IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
CLTW1 PERMIT NO. ISSUED
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED -
JOSEPH C WILSON, P.E., CHIEF ENGINEER
FOR 95% REVIEW ONLY, NOT FOR CONSTRUCTION
SENSITIVE DOCUMENTS
DO NOT DUPLICATE
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO.:
CDOT PERMIT NO.:
DISTURBED AREA: 15.31 AC
NSRR PERMIT NO.:
MECKLENBURG CO NO.:
NC DLR PERMIT NO.:
SEDIMENT AND EC PERMIT NO.:
APPROVAL SEAL
SEAL =
�gRkrl3N C
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
515
LENGTH
SIZE
LENGTH
1001 MOREHEAD SQUARE DRIVE
2845 LF
15"
SUITE 610
30"
4266 LF
CHARLOTTE, NC 28203
76 LF
18"
NC LICENSE NUMBER: F-0165
8"
JOB NUMBER: 188648A
16"
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO.:
CDOT PERMIT NO.:
DISTURBED AREA: 15.31 AC
NSRR PERMIT NO.:
MECKLENBURG CO NO.:
NC DLR PERMIT NO.:
SEDIMENT AND EC PERMIT NO.:
APPROVAL SEAL
SEAL =
�gRkrl3N C
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
36"
2845 LF
15"
1136 LF
30"
4266 LF
10"
76 LF
18"
2069 LF
8"
253 LF
16"
215 LF
TOTAL NO. OF MANHOLES: 24 ON MAINLINE
TOTAL NO. LOTS SERVED: - N/A
PROJECT NAME: UPPER TAGGART CREEK
SEWER OUTFALL REPLACEMENT
JOB NO: -
DATE OF ACTIVATION: -
DATEASBUILT: - BY: -
A CITY OF CHARLOTTE DEPARTMENT

GENERAL NOTES SHEET INDEX LEGEND
1. CONTACT CHARLOTTE WATER (CW) PROJECT MANAGER RYAN LEBLANC P.E. BY PHONE
OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR TO BEGINNING LAND
DISTURBING ACTIVITY. RYAN LEBLANC CAN BE REACHED AT 704-391-5151.
2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS AND THESE CONTRACT DOCUMENTS. ALL WORK SHALL COMPLY WITH
CONTRACT DOCUMENTS AND THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
MANUAL. CONTRACT DOCUMENTS SUPERCEDE CW STANDARDS.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO LOCATE UTILITIES IN THE
AREA BEFORE ANY EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE
DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING
UTILITIES, WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS
OWN EXPENSE. CONTACT NO ONE CALL AT 811 OR 800-632-4949.
4. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY -CONTOUR
INTERVAL OF 1 FOOT. GRID SYSTEM AND COORDINATES ARE NO STATE PLANE
COORDINATE SYSTEM (1983 DATUM).
5. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT CW
RIGHT-OF-WAY, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN
OBTAINED, AND STAGING AREAS PROCURED BY THE CONTRACTOR. CONTRACTOR SHALL
REMOVE ALL TREES WITHIN THE LIMITS OF THE PERMANENT CW RIGHT-OF-WAY, EXCEPT
WHERE TREE PROTECTION IS SHOWN ON THE DRAWINGS.
6. LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA WITHIN EXISTING OR
PROPOSED EASEMENTS OR IDENTIFIED BY "LOC', WITHIN WHICH THE CONTRACTOR IS
ALLOWED TO OPERATE.
7. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL MOBILIZATION, STORAGE, AND
STAGING AREAS AS WELL AS ACCESS TO THE CONSTRUCTION SITES WITHIN THE
TEMPORARY AND PERMANENT CW RIGHT-OF-WAY NOT ALREADY ACQUIRED. EROSION
CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS AND OFF SITE SPOILS AREAS. CONTRACTOR SHALL FOLLOW ALL LOCAL
REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD AND DIRT OFF PUBLIC
ROADS AND PRIVATE ENTRANCES, AND REHABILITATION STAGING, STORAGE OR
STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. CONTRACTOR
SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ONTO
ADJACENT ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED
DAILY. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION SITE
ACCESS AREAS TO A CONDITION EQUAL OR BETTER THAN ORIGINAL.
8. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO
CLEARING OR PERFORMING EXCAVATION IN ANY AREA. EROSION CONTROL FACILITIES
SHALL BE MAINTAINED DURING WORK AND SHALL BE REMOVED WHEN WORK IS
COMPLETED AND ENGINEER AUTHORIZES REMOVAL. AS PER NORTH CAROLINA DWO
CONSTRUCTION GENERAL PERMIT NCGO1, PERIMETER DIKES, SWALES, DITCHES AND
SLOPES, DISTURBED AREAS WITHIN HIGH QUALITY WATER (HWQ) ZONES, AND SLOPES
STEEPER THAN 3H:1V OR FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7
CALENDAR DAYS. ALL OTHER SLOPES OF 3H:iV OR FLATTER, EXCEPT THOSE WITH
SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWQ ZONES, FOLLOWING
COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS.
9. SOIL EXPLORATION WORK WAS PERFORMED BY ESP ASSOCIATES. SOILS EXPLORATION
WORK IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND EXTENT OF
TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION OF ACTUAL
SUBSURFACE CONDITIONSTHAT WILL BE ENCOUNTERED DURING THE COURSE OF THE
WORK. NO REPRESENTATION IS MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING
ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR
TO BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO
ARRIVE AT THEIR OWN CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
10. IN ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, EQUIPMENT
SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END
OF EACH WORK DAY.
11, TURBID WATER FROM DEWATERING ACTIVITIES SHALL BE PUMPED THOUGH FILTER
DEVICES.
12. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REQUIRED BASED ON
FIELD CONDITIONS AS DIRECTED BY ENGINEER.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR
DURING CONSTRUCTION AND ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
14. ALL LAND CORNERS, PROPERTY MONUMENTATION, AND BENCHMARKS WITHIN THE LIMITS
OFCONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. ANY
CORNER MONUMENT DISTURBED OR DESTROYED SHALL BE RESET BY A PROFESSIONAL
LAND SURVEYOR REGISTERED IN THE STATE OF NO AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS OR
MONUMENTS PER NCDOT 806.01.
15. CONTACT CW PROJECT INSPECTOR IMMEDIATELY REGARDING ANY CONFLICTS THAT ARISE
DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
16. FOR ALL TIE-IN PIPING OR CROSSINGS, CONTRACTOR SHALL VERIFY ALL EXISTING
PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR TO SHOP
DRAWING SUBMITTALS. NOTIFY THE ENGINEER OF ANY CONFLICTS.
17. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL FEATURES SHALL BE
RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND
EXISTING RIGHT-OF-WAY AND WITHIN ANY EASEMENT AREAS. ANY STRUCTURES OR
DRIVEWAYS DISTURBED OUTSIDE THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE
FULLY RESTORED AT NO ADDITIONAL COST TO THE OWNER.
18. PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION. MAINTAIN PROTECTION UNTIL
DISTURBED AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO RESTRAIN
EROSION.
19. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER AREAS OF
CONCENTRATED FLOW WHERE SLOPE IS GREATER THAN 2%.
20. CONTRACTOR TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL KNOWN CONFLICTS
AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION.
21. CONTRACTOR TO PROVIDE BYPASS PUMPING AS NEEDED. COORDINATE FLOW WITH CW.
22. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE CRITICAL TO
THIS SEWER INSTALLATION. CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY
LINES AND GRADES THROUGHOUT THE INSTALLATION PROCESS.
23. EXCESS EXCAVATED MATERIAL FROM PIPE OVERBURDEN SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN APPROVED AND PROPERLY PERMITTED OFFSITE
LOCATION. CONTRACTOR SHALL PROVIDE TO ENGINEER EROSION AND SEDIMENT
CONTROL DRAWINGS APPROVED BY NCDENR LAND QUALITY SECTION FOR ALL OFFSITE
DISPOSAL AREAS USED ON THE PROJECT PRIOR TO DISPOSING OF ANY MATERIALS
OFFSITE.
24. THIS PROJECT REQUIRES WORK TO BE PERFORMED WITHIN THE NCDOT RIGHT-OF-WAY.
WORK SHALL BE PERFORMED AS OUTLINED IN THE ENCROACHMENTS ISSUED BY COOT
AND NCDOT. NOTIFY THE NCDOT DISTRICT ENGINEER TWENTY-FOUR (24) HOURS PRIOR
TO COMMENCING ANY CONSTRUCTION WITHIN THE DEPARTMENT'S RIGHT-OF-WAY. ALL
MATERIALS USED IN CDOT/NCDOT RIGHT-OF-WAY TO BE APPROVED BY CDOT/NCDOT.
25. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND
ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STABILIZED.
26. THE CONTRACTOR SHALL KEEP ALL STREETS OPEN TO AT LEAST ONE LANE OF TRAFFIC
(UNLESS OTHERWISE SHOWN ON THE DRAWINGS) AT ALL TIMES AND SHALL MAINTAIN
ACCESS TO EACH BUSINESS OR RESIDENCE ADJACENT TO THE WORK. A MINIMUM OF
12 -FEET OF PAVEMENT WIDTH SHALL REMAIN AT ALL TIMES FOR ONE LANE.
CONTRACTOR TO SUBMIT AVAILABLE TRAFFIC CONTROL & SAFETY PLAN TO ENGINEER
FOR APPROVAL PRIOR TO SHUTTING DOWN ANYPORTION OF ANY ROADWAY. ANY
NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINE IN THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES AND/OR C.D.O.T. WORK AREA TRAFFIC CONTROL
HANDBOOK. (WATCH)
27. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL
PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE, AND FEDERAL
REGULATIONS. SEE CONTRACT SPECIFICATIONS.
28. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR PARKING LOT SURFACES.
THE CONTRACTOR SHALL PLACE SAND OR STONE SCREENING UNDERNEATH THE
EXCAVATED MATERIALS.
29. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR EMERGENCY
VEHICLES AT ALL TIMES.
30. THIS PROJECT REQUIRES WORK TO BE PERFORMED WITHIN THE NORFOLK SOUTHERN
RAILWAY (NSRR) RIGHT-OF-WAY. WORK SHALL BE PERFORMED AS OUTLINED IN THE
ENCROACHMENTS ISSUED BY NSRR. NOTIFY THE RAILROAD PURSUANT TO THE
ENCROACHMENT AGREEMENT PRIOR TO COMMENCING ANY CONSTRUCTION WITHIN THE
NSRR RIGHT-OF-WAY. ALL MATERIALS USED IN NSRR RIGHT-OF-WAY TO BE APPROVED
BY NSRR.
31. CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC OVER ANY EXISTING SEWER LINES.
NO MATERIALS SHALL BE STOCKPILED OVER EXISTING SEWERS IF CROSSING IS
REQUIRED. SUBMIT CROSSING PLAN FOR APPROVAL TO THE OWNER.
32. ONCE ALL NEW SEWER LINES HAVE BEEN INSTALLED, TESTED, AND PLACED INTO
OPERATION, BEGIN TO DIVERT FLOW INTO NEW SEWER AND INSTALL NEW MASONRY
PLUGS IN EXISTING SSMH'S. TEMPORARY BYPASS PUMPING MAY BE REQUIRED AS
NECESSARY. EXISTING SSMH'S TO BE ABANDONED AS CALLED FOR ON THE PLANS BY
REMOVING RISER SECTIONS TO A MINIMUM DEPTH OF 3' BELOW EXISTING GRADE AND
FILLING WITH INCOMPRESSIBLE MATERIAL. EXISTING PIPES TO BE PLUGGED AT THE
ENDS AND LEFT IN PLACE.
SHEET # TITLE
COVER COVER
1 LEGEND, & GENERAL NOTES
2 NOT USED
3 NOT USED
4 NOT USED
5 STA. 0+20 TO STA. 12+00 PLAN
6 STA. 0+20 TO STA. 12+00 PROFILE
7 STA. 12+00 TO STA. 24+00 PLAN
8 STA. 12+00 TO STA. 24+00 PROFILE
9 STA. 24+00 TO STA. 36+00 PLAN & PROFILE
10 STA. 36+00 TO STA. 48+50 PLAN
11 STA. 36+00 TO STA. 48+50 PROFILE
12 STA. 48+50 TO STA. 60+00 PLAN & PROFILE
13 STA. 60+00 TO STA. 69+00 PLAN
14 STA. 60+00 TO STA. 69+00 PROFILE
15 STA. 69+00 TO STA. 80+00 PLAN & PROFILE
16 STA. 80+00 TO STA. 91+00 PLAN & PROFILE
17 STA. 91+00 TO STA.102+09 PLAN & PROFILE
18 CONNECTIONS A & B PLAN & PROFILE
19 CONNECTIONS C & D PLAN & PROFILE
20 CONNECTIONS E & F PLAN & PROFILE
21 CONNECTIONS G & H PLAN & PROFILE
22 CONNECTIONS I & J PLAN & PROFILE
23 CONNECTIONS K & L PLAN & PROFILE
24 CONNECTIONS M & N PLAN & PROFILE
25 CONSTRUCTION DETAILS
26 CONSTRUCTION DETAILS
27 CONSTRUCTION DETAILS
28 CONSTRUCTION DETAILS
29 CONSTRUCTION DETAILS
30 CASED CROSSING AND TRENCH DETAILS
31 STORM DRAIN PLAN & PROFILE
0 250 500 1000'
SCALE
No.
SENSITIVE MATERIAL
DO NOT DUPLICATE
ADDED NOTE FOR CREEK DISTURBANCE
ASPHALT DRIVEWAY (PROFILE)
BRIDGE
BUILDING
CHECK DAM
CONCRETE DRIVEWAY (PROFILE)
EX. CURB & GUTTER
EX. DITCH, CREEK OR BRANCH
EDGE OF PAVEMENT
EXISTING FIRE HYDRANT
EXISTING GAS MAIN
EXISTING GAS SERVICE
EXISTING IRON PIN
EXISTING OL SANITARY SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING � WATER MAIN
EXISTING WATER OR SANITARY SEWER R/W
EXISTING WATER SERVICE
EXISTING WATER VALVE
FENCE (LABEL TYPE)
GAS VALVE
GROUND (PROFILE)
GUARD RAIL
LIMITS OF CONSTRUCTION
MARSH
OVERHEAD ELECTRIC
PIERS
POWER POLE W/GUY WIRE
PROPERTY LINE
EXISTING BORE LOCATION
PROPOSED FIRE HYDRANT
PROPOSED i SANITARY SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSED WATER OR SANITARY SEWER R/W
PROPOSED WATER OR SANITARY SEWER EASEMENT
RAILROAD
RIP - RAP
ROAD/STREET RIGHT-OF-WAY
ROAD/STREET CONTROLLED ACCESS RIGHT -OF -WAY -
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SIDEWALK
STORM DRAIN WITH CATCH BASIN OR DROP INLET
STREET SIGN
TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY DIVERSION STD. 6.20
TEMPORARY SEDIMENT TRAP STD. 6.60
TEMPORARY STREAM CROSSING STD. 1
TOWER LINE
TREE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND TELEVISION CABLE
WATER METER
WOODS
FH
c
cs
ss
s0
w
ws
0
--------------
-LOC- OR (LOC)
OE
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42" TAGGART CREEK
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\s\�o: \ \ \ \� \ \ _--_--- — — — _ SEE DETAIL 1. SIFIE
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STA. 10+73.74 — — --- + BERM�ASIR
ET — — c�— —
l / / �\ \ - 'S� /j �/ / J /\ T \ m I /( - _ ✓- _ _ _ — oo -SEE. DAIL 2, SHEET 26
_ - _ _ --- _--- -- — — -PROP. 6'0 MH 3— ----- _
1\
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TIE TO EXITING KR /' � ,\\— � -' / /�%� � 6k� //// ' �� \ � \\ BRE C. ✓f .PiP��N /� ----------
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r'- / /�� IIT-=-_ -'' ' �/'-- -- \ \ \\ /�- -
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/BIEGIf4 cDNTRacT \ / y % �✓ / 5 \ e \\ • \ \\ \ \\ V /, /' _ _ k 3g — ,
/ ( l / I s / i'/ /'/// �6/66 --CH E\CK\. D TYP. x wAT 0+20\ ` / / / / / / / \ \ \ > / / _ -_424• 0'4"I� /
/ / / / /// // / SEE\BETA \sla\ \ o/� / 5252 / / - CENTER PARKWAY -
/
1
EOEIVIN
\ 60' PERMANENT /EASEMENT 1�%'�/ \ / / 3 3g• / xV \ \ \ \ \ �\ \ SHAgT
EXISTIN@ 3 TEMPORARY \ / /l _ / - / > d
CONSTRyION EASEMENT (TCP) /( \ / / / / / // / / / / \ \ \ \ " 5 _/� a I g _ / / / - x£ 8 \ �m {`r`�Ex SSMH
/ STA. 6+49.21 ` x4 // / / / _ �''/ G u OP 658.68' --_.
/ / /\ / % \/ / ( / / / / / / I I / /Tf ) \\ `\ \� �.F• E / INV. IN 651.13 ,
! .l f� v 5 e C \— 5
/// cRbs$I G A/�.�t� IM}ylli Ip�I I / I / xOp, $� ,,�{ y �� PROP. 6'0 MH .2 / / / / 666-�/ k / m INV. ouT 651.03 /'
%/ / >SEE q0 IS/S Yr
T I I III 4l / \ �a / W// / / EX SSMH/ / 06
// FOR' P E{A $ B �AII I I I IIII \�\ /� \ / —
W.� / TOP 662.27'
I II I /1cJA P.I(0 I� ISQE INv. DDT 655.52 �/ CHARLOTTE NWATER
\
JAIL 91iE T 2� !JN 1 / .I s
Sl- Stream D s° \`\ \\ / e ROPOSED' ,r / //JOBFIIE {µ 62-006
\� \ \ I 1 / / !�- s<ate employees c.eai<
x EL CASIN _ Porcel nslolzs
DB 18494-736
\ \\ - 401f temporary impact
01ST/IIJG FEr nlD ' L09DP
1II\\/� \ - Open trench sewerline crossing ��\ `\\ \\ \fix ��\_� 'moi �_'� / I x x /� R NOTES:
SEE SHEEP 1 FOR LEGEND AND GENERAL SHEETS.
\\\� \� \ ` / /'�/ /
STA . 4+50.41 x� = n/� \ 2. ANY CONTROLLED ACCESS FENCING (C/A FENCE) DISTURBED DURING CONTTRUCTION SHALL
\ \ \ \ \\ \ \ - _ _ _ i « / BE RESTORED TO ITS ORIGINAL LOCATION.
3. REFER TO DETAIL 3, SHEET 28 FOR EROSION CONTROL DEWATERING.
i/ PROP. 6'0 MH 1 V A /
\` \ - _ - _ - x / n n / 4. REFER TO DETAIL 2, SHEET 29 FOR BY-PASS PUMPING REQUIRED AT EACH CREEK OR DITCH
\ - _ - / / h _ �- / �/ \ CROSSING.
5. FOR BANKNCExE 6. LIMITS OEF EK CONSTRUCTIOIN LI(LOC) ARE DEFINED AS THAT AREA WITHIN EXISTING OR PROPOSED
EASEMENTS OR IDENTIFIED BY LOC", WITHIN WHICH THE CONTRACTOR IS ALLOWED TO
OPERATE.
7. EXISTING GAS LINE ALONG AIRPORT CENTER PARKWAY NOT LOCATED AT TIME OF DESIGN.
CONTRACTOR TO LOCATE AND PROTECT.
�// ��(� 1J 8. FROM STA 4+75 TO STA 28+50 THE CONTRACTOR SHALL CONTRACTOR SHALL CONFINE ALL
— _ �ledr- trn -- y Z�III ye ` _ __ / / \ SaEj / / \ \ / i �J �. ACTIVITIES WITHIN THE LIMITS OF CONSTRUCTION (LOC) AS SHOWN ON THE PLANS. REFER TO
THE NCDOT ENCROACHMENT AGREEMENT IN SECTION 00960 FOR ADDITIONAL REQUIREMENTS.
9. CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE CREEK TO 40 LF ALONG THE CREEK
S \ / T \ CENTERLINE AT ALL CREEK CROSSINGS, EXCEPT FOR THE SECTION BETWEEN SSMH 8 AND 9.
CP,MP�\ THAT SECTION IS TO BE KEPT TO AS LITTLE DISTURBANCE AS POSSIBLE, NOT EXCEEDING THE
LIMITS OF THE EASEMENTS. EXCAVATION OF THE TRENCH THRU THE CREEK BED TO BE
\, �- - -__-- ---`" / ' NPRR\5\ //,•N�"' O KEPT AS NARROW AS POSSIBLE, BUT NO LESS THAN THE REQUIRED MINIMUM. RIP RAP
PLACED ALONG THE CREEK BED IS TO MATCH THE GRADE OF THE ORIGINAL CREEK BED.
/ \
Piedmont Community College
Parcel ID 115075109
/ — — — —653- — — �'= / �i / DB 04836-930/PG 885 \
EXISTING GRADE
'? PROPOSED FINAL GRADE
O 7 .ZO�\ "� � . ��� •r�
NC
PROPOSED TRENCH GRADE -
6-8-6
PROPOSED SANITARY
SEWER PIPE
SENSITIVE MATERIAL
DO NOT DUPLICATE
GRADING TYPICAL SECTION
?�10 8�1��FOR ADDED
ONLY.CNOTKFOR CON TRU(EREVIOEW ONLY.CNOTKFOR CON TRU(
No. Date By Revision

EXISTING FEMA 100 YR FLOODPLAIN
T
/ P P - _-_ - �- _ - - _ — 66 �' �TFMB BFIR Pk 41TC
G�� //��✓\\I I� �s/\- - I� 65_� - ���''/�/ EL�AILjSHEET/f7/
—
�\�' 'TEMP -C NSSfRUCTIDN'EN / -
/656 _ i _ x - - - JOSH BIRMINGHAM PARKWAY / EE D 6 °
CRQSSII (ENTRANCE RAMP) /
s60\ pE7i(TEME
IL- 1, SHEET _= S_= �- -_�-665 / /0 •
/ /•/ / / / '' /' —` ----- E _ --SEE DET AVEL & RIP AP FILTER \\ —\\_
-BERM-BASIN ---------------- _ ` ---� �'•s- /
/// — — — --r_-sss___ - - _ TAI42�NEEL2 �� _ ` -- --- - _ 60 °'10
/ / cK DAM. - STA. 16+74.32 --- _ - ___ --- --- - -- - ______'-_
/
6"
TAIL 1 SHEET _— - 655_= _ --_{�MgNEN�SrREgAT/EHANNFL EOE -L ` -�n�
PROP. 6'e MH 5 _ - _ _ _ --SrAetazar
29�
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slLr FEyGE/
TE AL t0 I _ _ -� i \ 1
DEA -4: s _ 19+00
/ / d - /
/ a STA. 14+09.77—
//'//' / 'PROP. 6'0 MH_ 4%j
_ -_ = STA. 23+05.56
A. 18+89.47 \ \ - --___--- =PROP.
/ _ - - _ - -- _ _ - , -_ 6'� MHT ss�
PROP. 6'D MH°6 -6ss_- _--
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/// _ /'/ �'/ i j ' �� 660_ - r_'- � — � carG es --�\\ \ss � '�,-' _ _ _ _ _ _— — — — — — �—cess - � l J� �i _ �'�—• _—
/
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4—-Si �'- \ INV N 66 516
— — —
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' / / ! / / may,✓' / / / ss�ss �i �-� �_ ' -
/'// // / � i// �• /' /� //r e� s-� � i i � - �'\ \ I �\1� _= _ -_ ^'''�� ���� � � --�/ --_ -�� \ \ '_� / © prises
— - J \ Transworld Enter
_ <Sy EX SSMH PROPOSED CSWS
aQJJ 1 E5 Parcel ID 11510401
_ \ 1 1' / USN / r STOR —
q EX SSMH � �'" / NOV w 64637 PROJECT BY OTHERS GE
TOP 657.69' \�I1III'A /- \ / '\ DB 6898-690
INV. IN 648.24 J .A - / INV. OUT 646.17 8' WL
\ �� CHARLOTTE WATER \
NV'.- our sa7.7a
j' /y�r/ / ° / /- / � ° / �/ �r••Pa i/N\``_ � -- -- JOB #100-95-247 \
6" SAN. SWR. \ FILE # 62-006 Bisset Danes Biggers LLC
CHARLOTTE WATER \ Por<eI ID 11510124
JOB #100-95-738 DB 08242-372
EX SSMH ephemeral conveyance 0
6 \ \
TOP 663.64'
INV. IN64T 69 94 \
INV. O 44 34 \
TEMPORARY EROSION CONTROL Parcel DIDe1 5101103rs LLC
SSLOPE HEET MATTING. SEE DETAIL 1, \ DB 19.9-326
Cnariotte Cuter Invest-ts LLC NOTES:
P' -IID 1510125
1879-169 1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
2. LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA WITHIN
EXISTING GRADE \\ EXISTING OR PROPOSED EASEMENTS OR IDENTIFIED BY "LOC', WITHIN
/ WHICH THE �CONTRACTOR IS ALLOWED OPERATE. 3. EXISTING GAS LINE ALONG AIRPORT CENTER PARKWAY NOT LOCATED AT
TIME OF DESIGN. CONTRACTOR TO LOCATE AND PROTECT. plQ AL
! S / 4. FROM STA 4+75 TO STA 28+50 THE CONTRACTOR SHALL CONTRACTOR . „p7
F ___----- SHALL CONFINE ALL ACTIVITIES WITHIN THE LIMITS OF CONSTRUCTION - sU!
:g• A (LOC) AS SHOWN ON THE PLANS. REFER TO THE NCDOT ENCROACHMENT
- ___ AGREEMENT IN SECTION 00960 FOR ADDITIONAL REQUIREMENTS. WSP USA
S/PROPOSED FINAL GRADE 0', 5. CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE CREEK TO 40 LF 1001 MOREHEAD SQUARE DRIVE ' 4'
'00 ALONG THE CREEK CENTERLINE AT ALL CREEK CROSSINGS, EXCEPT FOR SUITE 610
2.0, THE SECTION BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE KEPT CHARLOTTE, NC 28203AS
G�o�� , 01 OF THE EASLE DI TURBANCE AS POSSIBLE,
NOT TRENCH E EXCEDINGTTHE
CREEKS NC LICENSE NUMBER: F-0165 N.C.P.I
No 15 BED TO BE KEPT AS NARROW AS POSSIBLE, BUT NO LESS THAN THE JOB NUMBER: 188648A
i // REQUIRED MINIMUM. RIP RAP PLACED ALONG THE CREEK BED IS TO
MATCH THE GRADE OF THE ORIGINAL CREEK BED.
PROPOSED TRENCH GRADE J
6 8 6 DO NI OIT EDUPKATE
PROPOSED SANITARY
SEWER PIPE
GRADING TYPICAL SECTION
2 I11 /17/17 ADDED NOTE FOR CREEK DISTURBANCE
1 10/18/1 FOR REVIEW ONLY. NOT FOR CONSTRU(
No. I Date By Revision

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WSPUSA
1001 MOREHEAD: DRIVE
SUITE I
CHARLOTTE, NC :,
LICENSE NUMBER: r— 0165
JOB NUMBER: 188648A
CHARLOTT6 CHARLOTTE WATER
CHARLOTTE,NC
•-CAROLINA
!LAN
,.UPPER
TAGGART CREEK OUTFALL
Scales
im 4F
PROFILEHor. 1" 41'
.. TO •.
PROFILE

670
660
650
640
630
620
24+00 25+00 26+00 27+00
CTO
BE'_NDOHEO
w• { S�E
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CROSSING ET.
Nc as ro SEE NOTES, THIS SHEET.
FOR PERM. STREAM STABILIZATION
SEE DETAIL 4, SHEET 29
S19'5T
/ j127.32 LF. 36" SAN.
27+51.78=STA. 0+00" l
PROP. 6'0 MH 8'
ililllll
—' -,/�� 5.00 �,E • e 2.E, �' �� �' ��%g/ - 1
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$EE DETAIL SHEEf g7
/ SSE /
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/�� �'-g TO RBMAIN �S1 \ r�
CHARLON _WATER
_,JOB #100-95-738 a
FILE 62-006
1 g `SILT- FENCEOUTLET \
SEE DETAIL, 4, SHEET 27
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33.1 S3 - Stream A
PROP. 4'0 MH f 0orary impact
- 401f temporary p
� 1 Y Companies INC
I 510412
I -Open trench sewerline crossing 983
3
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Grier Airport Center Pro rties LLC I
Parcel ID 11510410 IB
DB 27043-519 I I I me Bissell Companies INC
I t Parcel ID 11510412
EX SSMH EXISTING 8" SANITARY DB 21420-983
TOP 663.95' SEWER TO REMAIN
I INV. OUT 647.35
The Bissell Companies
Parcel ID 11510411
DB 21420-983
INC
2 11/17/1
1 10 18 1
N,. Date
SENSITIVE MATERIAL
Do NOT DUPLICATE
ADDED NOTE FOR CREEK DISTURBANCE LIMIT
FOR REVIEW ONLY NOT FOR CONSTRUCTION
By Revision
Job No. File No.
UPPER TAGGART CREEK OUTFALL
Scales
t"
PLAN = ao'
PROFILE Hof. 1" = 40'
vera ,• - a'
STA 24+00 TO STA 36+00
PLAN & PROFILE
As Built Date
ESP
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1. 'SEE SHEET 1 'R LEGEND AND GENERAL NOTES.
2. REFER TO DETAIL 3, SHEET 28 FOR -. ON
CONTROL DEWATERING.
3. REFER TO DErAIL 2, PUMPING REQUIRED AT EACH CREEK OR DITCH CROSSING.
. DETAIL
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ABANDONED=:PROVISIONS.
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■■ Lurrs OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA WITHIN EXISTING OR PROPOSED EASEMENTS OR IDENTIFIED BY
"LOC", WITHIN WHICH THE CONTRACTOR IS ALLOWED TO OPERATE.
PROPOSED
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Parcel ID 11510410 IB
DB 27043-519 I I I me Bissell Companies INC
I t Parcel ID 11510412
EX SSMH EXISTING 8" SANITARY DB 21420-983
TOP 663.95' SEWER TO REMAIN
I INV. OUT 647.35
The Bissell Companies
Parcel ID 11510411
DB 21420-983
INC
2 11/17/1
1 10 18 1
N,. Date
SENSITIVE MATERIAL
Do NOT DUPLICATE
ADDED NOTE FOR CREEK DISTURBANCE LIMIT
FOR REVIEW ONLY NOT FOR CONSTRUCTION
By Revision
Job No. File No.
UPPER TAGGART CREEK OUTFALL
Scales
t"
PLAN = ao'
PROFILE Hof. 1" = 40'
vera ,• - a'
STA 24+00 TO STA 36+00
PLAN & PROFILE
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IPl ID 11 404
\ i 7101 OB 08242-372-372 04 �
NOTES:
1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
2. REFER TO DETAIL 3, SHEET 28 FOR EROSION CONTROL DEWATERING.
3.REFER TO DETAIL 2, SHEET 29 FOR BY-PASS PUMPING REQUIRED AT EACH CREEK OR DITCH CROSSING.
4. FOR CREEK BANK STABILIZATION, REFER TO DETAIL 4 SHEET 29.
5. FOR ABANDONMENT OF MANHOLES IN PAVEMENT, SEE SPECIFICATIONS. MANHOLE AND CONNECTING PIPES TO
BEABANDONED UPON VERIFICATION BY CHARLOTTE WATER THAT NO SERVICE LATERALS EXIST THAT REQUIRE
TO BE MAINTAINED.
6. LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA WITHIN EXISTING OR PROPOSED EASEMENTS
OR IDENTIFIED BY "LOC", WITHIN WHICH THE CONTRACTOR IS ALLOWED TO OPERATE.
7. FILL TO BE ABANDONED PIPE UNDER NSRR WITH FLOWABLE FILL.
8.SEE NSRR OCCUPANCY AGREEMENT IN SECTION 00210.
9. BEFORE BEGINNING WORK ON TUNNEL UNDER NSRR, CONTRACTOR SHALL CAREFULLY EXPOSE TOP OF 64"
WATERMAIN AT SEWER CENTERLINE TO VERIFY LOCATION AND ELEVATION OF PIPE. REPORT LOCATION TO
ENGINEER.
10.CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS.
11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPEUNES
CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES,
12. BLASTING NOT PERMITTED.
13. CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE CREEK TO 40 LF ALONG THE CREEK CENTERUNE AT
ALL CREEK CROSSINGS, EXCEPT FOR THE SECTION BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE
KEPT TO AS LITTLE DISTURBANCE AS POSSIBLE, NOT EXCEEDING THE UMITS OF THE EASEMENTS.
EXCAVATION OF THE TRENCH THRU THE CREEK BED TO BE KEPT AS NARROW AS POSSIBLE, BUT NO LESS
THAN THE REQUIRED MINIMUM. RIP RAP PLACED ALONG THE CREEK BED IS TO MATCH THE GRADE OF THE
ORIGINAL CREEK BED.
\\\\\\\\\\\\
LF 33
o.
sw
529'00,S 5 'Ty"
/ 1 /
TI -SEEP
\�== TOP
-s INV. IN6
53
IN 653.68
INV. OUTT 653 653.68
/SSE DEJAI 4CSHFET `i✓� III' GI\\II \ h
\\ I
sssljll // _ NO ,'THIS // /VE
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/¢PED CROSSING SEE DE•TAILiT14II��pp\�\\
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-
- 401f temporary impact
!,(/
- Open trench sewerline crossing
J V III 1111
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\ \ \ \ \\ \\\� \ ✓ / �6so / �
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\ 0�\��\\\
1 III\I4clll!!1I
\ VAA\VVA \ \ VA�VVJ/
/ / / 1 / l IIIIII I�III�I I BEEP I I
TEST HOLE (TH) 1
TOP OF 64" PIPE
N: 542386.2
E: 1426312.7
ELEV: 656.65
TEST HOLE (TH) 2
TOP OF 64" PIPE
N: 5423390.9
E: 1426333.8
ELEV. 656.62
at Wa
'ypo,
NO apW to e
\ cReF
RD
\ &(dTVNE D' /
19
�SE 19
EX SSMH
TOP 678.38'
INV. OUT 657 657.9
OUS6 - Stream A
BE rD - 401f temporary impact
V AV AA 1\
- Open trench sewerline crossing
11\\I1 1 I N3701'011
28.67 LF. 8" SAN. SWR._
+ II I \
I ?IIIA 1 I 1 - IA, .J Mayer Pn.pe,t1151ea III LLP
-1-11 7 Parcel ID -905 02
I IIII,I IIII STA. 45+77.78=0+00 DB 26032-905
it / / Ili I:PROP. 5'0 MH 15
IIIIII III W/ WATERTIGHT FRAME AND COVER
I', I I VIII VIII I II TORE B 0
P IIII I�IIIIIII III I AI � � � _
1111IIII�I1111 IIII II � I / _
Ilio 11 Q I -
I
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A 111111 III \
I � IIIIIIIIIIIVI IIII A\ � �
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jWI 1, III 1
I 4 I
-_-
SENSITIVE MATERIAL
DO NOT DUPLICATE
3 10/4/17 FOR PERMITTING ONLY, NOT FOR CONSTR.
2 11/17/1 ADDED NOTE FOR CREEK DISTURBANCE Uh
1 10/18/1 FOR REVIEW ONLY. NOT FOR CONSTRUCTIO
No. I Date I By Revision

a4
0MMMM
INMMMMMME
III'lll'lll'lll1lll'11 N
IIII1IIII1IIII1III1IIII1IIII N
III'lll'lll'lll1■lll'111 N
EEMEMEN III,II�MIII■MIII N
.I■■■■■■■■■.
KNIII1III,III,III,III,III1III,III N
WI•SOMMMMOMME
Oo
to�
Lr)
N
00
D) W
J
Q S LJ
50 49+00
50+00 S7- Stream A 53+00
54+00 55+00 56+00 57+00
58+00 59+00
FOR PERM. STREAM
STABILIZATION AND TEMP. PIPED
- 401f temporary impact
\\_ \ \\ 1 STA. 49+44.04
`PROP. 5'a MH 16'\
\\\ \ —\- '(VENTED COVER)
CROSSING SEE DETAIL 4, SHEET
- Open trench sewerline crossing
CONSTRUCTIONTEMP
EASEMENL----^\
'PERMANENT S \ \ \ I
RIZ9 T -Of} -WA VAARI I 1 1 �r /
EX SSMH -
_�\<TOP
\\\\�-
676.05'
5-/+��68o��=T =___ \\ — �� =1NV. IN 666.59\�
���
- \
®-INV.
—
---- OUT 666.39
—Tajgart Creek
\\��\
Ma r Pro ertiea II
ParwI ID 11511102 L�
\\\
7--
\� .�_\ ��' ��--
\\ '.---'-
DB 26032-905 /-�� �'__�.�_�� %�6� i-' _.. .l
_ /^i STA. 58+56.81
\
EX SSMH -' �'' /
TOP 67T7s' /
/
/ ----'
/
PROP. 5'P MH 18
-__
I
INV. IN 663 =--- \ ----_.-_-__-- -' -- _� ��----_--_- _� _�--__-___- �ii�s 1 -
INV. OU 5.62 = f - -� ----- J-___ _ �� EX SSMH .—---'�-•��1�' l �-
_ ~�RQBs1N +=_fiio�——___ _— ��-----------------�__ ___// I'— _ — _
- TOP 673.28' -----___ /�-///. —j
_ _ _
— '//'— /// _—
---' /
...' �W/ WATERTIGHT FF
— = AND COVER
THISSH�ET \— _ INV. w 663.63
STREAM_--
�m.�..."
— \ -
-------- '�... / -J
-_--- j �''-
ANG FEMA 100 "4� FL4�DASA7M /
Gsn ks
/ss I 'y5'• gR Sµ_ `
_
NG 4. SHED_. \ \ \ -
AND ��ET 9-663--..- \ \ \ --�
- - - - _ /
v j / ��/=--/ //^ // /
\s
// ss� 58+00 ,/ - S9x0p s� ,1
\TEMP: �AL,
FENCE. T1P. \ I. SHEET 27 EX SSMH
VT
674.61'
E
INvOP
. IN ssass
INV. OUT680
664.52
\ \\ \ \ � ` �\---�� �,— \�B°^@�N�—�- Y�` — ^\� `_'`-�� — _(To BE eeANwHED _` � //�� ��% _ / ss� �• / __/ / �/ //� -- �' __� -- _"
�...-�J;. �..� �/// i /ss � 549 VF• "W �/ / // t // ��---�--' �-°P\�/_
�-s=_��� j /j ss/ � �� .517 /i- i i' /�_ 1 �/ / / / � '_ /"s• ��
+oo /------ y /
_EXTSTING FEMA106 WE "FLOODP�LgIN�
T 4-� - / J/ / - _
STA 53+88 34
PROP. 5'0 MH 17 —sso�
W/ WATERTIGHT FRAME AND COVER / /
SENSITIVE MATERIAL
DO NOT DUPLICATE
CROSSING "J"
SEE NOTES, THIS SHEET.
coyote Partners
0 ape
FOR PERM. STREAM
STABILIZATION AND TEMP. PIPED
SAN.52+00\
SwR,. — —
\\_ \ \\ 1 STA. 49+44.04
`PROP. 5'a MH 16'\
\\\ \ —\- '(VENTED COVER)
CROSSING SEE DETAIL 4, SHEET
CONSTRUCTIONTEMP
EASEMENL----^\
'PERMANENT S \ \ \ I
RIZ9 T -Of} -WA VAARI I 1 1 �r /
II
�...-�J;. �..� �/// i /ss � 549 VF• "W �/ / // t // ��---�--' �-°P\�/_
�-s=_��� j /j ss/ � �� .517 /i- i i' /�_ 1 �/ / / / � '_ /"s• ��
+oo /------ y /
_EXTSTING FEMA106 WE "FLOODP�LgIN�
T 4-� - / J/ / - _
STA 53+88 34
PROP. 5'0 MH 17 —sso�
W/ WATERTIGHT FRAME AND COVER / /
SENSITIVE MATERIAL
DO NOT DUPLICATE
CROSSING "J"
SEE NOTES, THIS SHEET.
coyote Partners
FOR PERM. STREAM
STABILIZATION AND TEMP. PIPED
Parcel ID 11509109
08 06273-093
CROSSING SEE DETAIL 4, SHEET
28 AND DETAIL 4, SHEET 29
�PpO
NH O
NC GPO i
No.
ADDED NOTE FOR CREEK DISTURBANCE
69C
68C
67C
66C
_--I 65C
60+00
NOTES:
1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
-1 2. REFER TO DETAIL 3, SHEET 28 FOR EROSION CONTROL
DEWATERING.
3. REFER TO DETAIL 2, SHEET 29 FOR BY-PASS PUMPING
REQUIRED AT EACH CREEK OR DITCH CROSSING.
4. FOR CREEK BANK STABILIZATION, REFER TO DETAIL 4 SHEET 29.
5. FOR ABANDONMENT OF MANHOLES IN PAVEMENT, SEE PROJECT
SPECIAL PROVISIONS.
6. MANHOLE AND CONNECTING PIPES TO BE ABANDONED UPON
VERIFICATION BY CHARLOTTE WATER THAT NO SERVICE LATERALS
EXIST THAT REQUIRE TO BE MAINTAINED.
7. LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA
WITHIN EXISTING OR PROPOSED EASEMENTS OR IDENTIFIED BY
"LOC", WITHIN WHICH THE CONTRACTOR IS ALLOWED TO OPERATE.
8. CONTRACTOR SHALL UMIT THE DISTURBANCE OF THE CREEK TO
40 LF ALONG THE CREEK CENTERLINE AT ALL CREEK CROSSINGS,
EXCEPT FOR THE SECTION BETWEEN SSMH 8 AND 9. THAT
SECTION IS TO BE KEPT TO AS LITTLE DISTURBANCE AS
POSSIBLE, NOT EXCEEDING THE LIMITS OF THE EASEMENTS.
EXCAVATION OF THE TRENCH THRU THE CREEK BED TO BE KEPT
AS NARROW AS POSSIBLE, BUT NO LESS THAN THE REQUIRED
MINIMUM. RIP RAP PLACED ALONG THE CREEK BED IS TO
MATCH THE GRADE OF THE ORIGINAL CREEK BED.

CV
S8 - Stream A / \
® \ EXISTING 8' SS
Neutrik USA Inc JOB #090-91-501 I� / - 401f temporary impact
I 1B4151J1Q3 \ I a I / I r /
D-82 5859-599 /�\ / ty Cliarlottt a ^/
EX SSMH \ \ P I I I I al sta a IVIsI `.R� _ - -Open trench sewerline crossing
\ TOP 695.30' \ / Coyote Partnere /I II , <c P ¢e ID0612013'3%,' �
Parcel ID 115123 , D 26 1_{\ 1 I ! / / // /�- - \
r 'IF -
INV. JT sflsfls 1 / / g - / - - - - - 4 _ \
� zo _ °170 REMhIN) DB 17148-769 ^ I \ � _ I / m \ \ \ \ _ � / /i/ %�� �E�INECTION _ - _ _ _ / /
\` \ 1 EXISTING sN I I I I II LLJ I / •po \ I [, / /////�/ f /� /i S EET 20 / EXISTING FEMA 1000DPWN \ \
II ' / /*
S EXI NG6'�WL
OP sno\ \ I -
EX 977 ���\ JO )4 XX.XX
\ .z9
6 ` \\\ p s \ / / STA. 1 t08.59 ry \ \
INV. IN 66220 1l \\ \\\ 71 O /l�//Gini �- �. F• ,y / \
Q.�UTT 667..09 \\f\\\\\� \ / I I III Z I I �l 'l// (l%�� � )))-_-�/�� PROP. 4'.Pl MH 23B/ ♦/ ` \ \\ ' �q Parcell ID06104310/ \
" \��\\�\ \� I 1 / R7/ / I i/ 'i /6 / - N41'33'09"W I /
/ / / ®// � ' � - _�' / / DB 0628-585
1? Ir, ! \\ �s.� _,/ vP 108.59 L.F. WSW SWR. �s,p \ \
/ �/ / / E%ISTIN �18" SANITARY SEWER- �.
ZIP I /
\ ' \ �'- SEE NOTES,KTHIS SHEET/
STA. 66+38.27=0+00 ' ' / r
1 11 l I ' I I I Ex 55MH 1 l I 1/ - FOR SPERM. M ffPiMrA N / ^�
STA. 0+ 17.09 / s, OP 680.89'
\ �\\ \ Iwv. IN 670.79 PROP. 5'C/7 MH 23- - l.'�� \l l \
-, / \ / = -SEE 4,h11F/E// / \
_ PROP. 6'0 MH 20A\ \\\�\\\�\ \\ \ \ Ex 99TH 3 5TI 1/O/ �/ _
\ I f / // , INv. oUT 670.54 -�� \ Ex SSMH �_ - Ex SSMH
'\ 60x--�- \\ \\�\\\�\\\\ TOP 693.28' NIT S w MIpIN).� k / \ I
0p_ INV. IN 684.97 TO III \ i l C�� �/ TOP 680.60' TOP 680.56' EX SSMH ) \ \ J \ \
\ \ 1111 INv. m 671.24 INv. w 671.20
TOP 681.40' / 16 )\ /
� \
INV. IN 671.58 / /
Cit of Charbtte / \ \ 1 / I City of Charlotte
INV. O 671. / Y
• wv. out 97190 Parcel ID 061 311 \ Parcel ID 06104309
EX SSMH \\\ \I I ' ' BAND N )' DB 26976-1 8 P '� /_
TOP sso.l a' I " s X. 15" SS (TO BE ABANDON ss� _ -\\ \ - EQ`^ - /� \ / S \
INv. IN 670.19 I) » 'AN I�EEP�r\ I 0
INv. OUT 670.07 TOPSssa.7a' l \
EX SSMH ,s (T0 REMAIN) III I /
`00 / +)1 /�jll 111 I I I \ III /� - PLUG PIPFrT6 - t _ x \\ INv. IN 672.00
STA. 60+28.35 3i \ -
TOP 990.23 / i / / TH s a \ Nv. OUT 671.85 ^ /
// / / // INV. IN 683.86 I I I / / �ANDONGU - - 66+QQ' - y/ / \ Ye \
PROP. 5'e MH 19 \ \ \ a \2 Z '// / NV. OUT 683.86 II 111 I // +QQ ' �W/R / 1 - - / A `(TO BE ABANDON -
oIN 3 M SERVISSE)\ I/ / x-65 30" SAN. / +0 .s7s�
I _ 190.20 L.F. !� _ 0_ AAs - ---?•� \ \ G -
W/ ATERTIGHT FRAME & _ - \ m �s (T RE J. t�\ /' / /' - \ STA. 68108.26 ¢99 \ \\ R - _
COVER AND VENTED ` \ \ <A - \\\ \ \ 5 6a+look\ - 8'46 W; r rl/� _/ - »o.o ¢ r 1
\ 2 \V 1 \ - - \ 823 2 _ lF �" / PROP. 5'0 MH 24- ee \
o STA. 61+17.19=_ 00 \ _R Sq1 63+00. �" yam• SwR• ; _// 'sq
\ / � _ B' 1T {�• \ IWEMW
7• 1 p4 4F. I ., \-�C9NNE � _ Og• �'R., \ s�e�\ ,
--\ S1.4613"W
_ 27.13� LF. 8" SAN. SWR. \ sAS ` ��' > I m,A £ EE I N T� ^ \2j' `?EC I / _ _ _ _ STA. 64+48.07
PROP/SED/PER tNT SfW€R EASEMEI� '\ �L' \ \\\// /l' /o $MA� VIIII�_/ -PROP. 6'.0 MH 22- ////�/jam - ��\\ \ \, \ \ \ \ l \\ \ \1 h EX1014G-1e"-VOp \
c 25' OFF PIE ENTERLINE ANp 10' \\ Ex SSMH - r T\\\ s 1 _ ---- / "/ '$ / STA. 0+30.99 \ \ \\ \\ \ llll 1 TEST HOLE (TH) 5
TEMPORARY C RUCTION EASEMENT \ I _ - _ _ I JOB X95-16 /
- \ TOP sfls.7s' s \ \\\ / g• ; \ 1 - < \ \ I
INV. w 66e.zo r '� --- - \ /' PROP. 4'P MH 23A\ \ \ \ -_ / TOP 42 16"2.6 DIP
INV. IN 681.65 \ m \\� 1 �' I RE B IIIA' y of Ch'ortoffe _ _ \ \ \ 1 \ I 1111 \I N: 544202.6
- \ CON ECTION "E» INV. w 97893 \ ° \\ „I \� I a 7�/ E: 1427758.5
Re61 Estate-8iv sion "` \\
EE SHEET 20 INV. oUT 668.06 I� 1 P ce✓ID 0 X20134-- / 1 I / \ \ ELEV. 672.93
(TO REMAIN) S \\\ l EX SSMH \ IIx - - '6 / / EX SSMH \ I ) \ N ( \\ \
/ TOP 695.72' III D 26513x19 /r//� \
\ II TOP 687.41'
695 i' i /ol INV. OUT 684.72 \ II / / / // \ INV. IN 579.91 \\ TEST HOLE (TH) 6
STA. 62+06.03 \ \ /i _ \ Nv. our 679.62 m o
\ \ ` ( (TO EMAI q,. \ III / E LING 12" 9✓ /� -I / / /� \,, 0 R N I / I 1 I 1 \ dt T TOP OF 16" DIP
/ \\\ / I I y1� 1 1 / (r) I I at N: 544184.9
Co • Partners / _PROP. 5'.0 MH 21�"" \ \\ '� / / 1 �` I o � l - j / \ �� 1 I \''� ELEV:674.00
2 \ \ \ /' I I @\ \ -59 -�- ucn fiNT E/EXI�f 1 ,cf E: 1427761.4
'$ T \ �1\ .�'�'� 1 r \ SEE SHEE�k 28.
/\ \ \ PR�1pOSED I50'I
P l' IANENF EA\SEM�N I
I / cl \ I a- - 1/ )tit
T, T �h T4 Wit
TEMP. CONSTRUCTION � \ v M I If% \ .I �\ �� �G� - / / \` �EXI
TIN\G 012
ENTRANCE/EXIT TYP. SEE \ �; I Jkl --
DETAIL 2 ON �SHEEr 28 \ \1 I 1 i " I OG�JL A� mor or EX SSMH
^I TOP 595.36'
EXISTING 8' WL \ \ �--- INV. OUT 693.18 9G
CMUD FILE 6016-001 1 i\\ \ / -+ r\ Ex SSMH - (TO REMN�1) 0
TOP 695.23' --/
NV. IN 692.05 - - NOTES:
r _ _ _ _ NV. OUT 686.74 _ _ 1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
(T0 REMAIN) 2. REFER EE DETAIL 3, SHEET 28 FOR EROSION CONTROL DEWATERING.
r \� 3. REFER TO DETAIL 2, SHEET 29 FOR BY-PASS PUMPING REQUIRED AT EACH d"��,y
\ I / \ - CREEK OR DITCH CROSSING.
� i _ \ \ ` - /I I ( / � WIIIIa-L6wrence Pettit 4. FOR CREEK BANK STABWZATION, REFER TO DETAIL 4 SHEET 29.
_ I / \ Vel Marie Pettit 5. EX. WET WEATHER DITCH TO BE DIVERTED DURING CONSTRUCTION. EXISTING DITCH
IDScel ID 1348107004101 ORFADES BE SLOPEO CLASS II NRIPRAPGED OTOPROVIDE
BE APPLIED CONSISTENT
WITHINSLOPE
IMITS OF DISTURBANCE.M TOP TO WSP USA
RIPRAP TO BE 18" THICK WITH LAYER OF FILTER FABRIC. 1001 MOREHEAD SQUARE DRIVE 4•
LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS THAT AREA WITHIN EXISTING OR SUITE 610 `'•.k N.
PROPOSED EASEMENTS OR IDENTIFIED BY "LOC", WITHIN WHICH THE CONTRACTOR CHARLOTTE, NC 28203
IS ALLOWED TO OPERATE. NC LICENSE NUMBER: F-0165
7. CONTRACTOR SHALL LIMIT THE DISTURBANCE of THE CREEK TO 40 LF ALONG JOB NUMBER: 188648A N.(
THE CREEK CENTERLINE AT ALL CREEK CROSSINGS, EXCEPT FOR THE SECTION
BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE KEPT TO AS LITTLE
DISTURBANCE AS POSSIBLE, NOT EXCEEDING
THE LIMITS OF THE EASEMENTS. CHARLOTTE CHARLOTTE WA
EXCAVATION OF THE TRENCH THRU THE CREEK BED TO BE KEPT AS NARROW AS
POSSIBLE, BUT NO LESS THAN THE REQUIRED MINIMUM. RIP RAP PLACED ALONG W�TER
THE CREEK BED IS TO MATCH THE GRADE OF THE ORIGINAL CREEK BED. CHARLOTTE, NORTH CA
SENSITIVE MATERIAL Job No. File No.
DO NOT DUPLICATE Scales UPPER TAGGART CREEK O(
2 11/17/1 ADDED NOTE R CREEK DISTURBANCE
1 10/18/1 FOR REVIEW ONFOLY. NOT FOR CONSTRU(
Date By Revision

710
11 KIt IN BLVD
710
700
700
M
O
N ON
= O 1A
+ O
N 01 —
(0'0
a In O�
M N
N p6In
690
O
= M N
O
690
B R H FT
I
N
N N O
DO
10 tp
v N
N p6
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\
I _ � O
EL O Q
0
= + o0
0)aro
0) M
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l0 cD
0_ N
cD �O
0
10
N 00
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2
+0;2
+0
I
I
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OC
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1
0_ N K
D— to F
to ,p
co w
1
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D- V_
/ I I
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1
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a N�
680
680
I It I
I Jf
��
FLOOD oNlit
I
0' DIAMETER
/
ECEI IN H FT
I
EX. 1 " S
I I
I
670
I I
A WR.
670
I I
7 %
FT-TjI
I
N. S R '7 °
R .5
8E.8#
.F
I I
—
3SN.
S R
22.4
4 °
I =
F I =564.62(
0"
F U = 65 81
J I
=
660
-
F11,=6;67.3.
IL -tl
0 1 I
-- I
—
FCUT-664 6
660
F
z
=66.0 a
o
a
L 0 T=66 .10
w
m
`^
650
650
60+00
61+00
62+00 63+00
64+00
65+00
66+00
67+00
68+00
69+00
psEni
WSP USA
1001 MOREHEAD SQUARE DRIVE
°'`"H,�ew'••�,-
SUITE 610
CHARLOTTE, NC 28203
NC LICENSE NUMBER: F-0165
N.C.P.E.
JOB NUMBER: 188648A
CHARLOTTE CHARLOTTE WATER
W j)TER
CHARLOTTE, NORTH CAROLINA
SENSITIVE MATERIAL
Job No. File No.
DO NOT DUPLICATE
Sca1as UPPER TAGGART CREEK OUTFALL
PLAN 1" = 40'
PROFILE Hor. 1" = 40'
Vert. = 4' STA 60+00 TO STA 69+00
PROFILE
2 11/17/1
ADDED NOTE FOR CREEK DISNRBANCE LIMI
'CONS
As Built Date
Sheet Of
1 0 18 1
FOR REVIEW ONLY NOT FOR RC TION
ESP MNB WSP MNB WSR
No. Date
By Revision
Surveyed By Designed By Drawn By Project—Engr Approved By Date 14

M
69
68
67
198.24
66
69+00 70+00 71+00 72+00 73+00 74+00
9A
UP
A
aa' iflohos}o4%
D9 06648-266/
7 ely
2orceilD
of Obo'r.tte\
06104307\
EX SSMH /'
TOP 679.37' / ' DB 126]7-642 \
NV. IN 673.02
NV. OUT 672.73
(TOROW REMAI
r \ \
/ -EE
0012" BE ABANDONED)
B
I�
WATER THAT NO SERVICE LATERALS EXIST THAT
el `
City .of Cn1 ID 0 111317
c /
I
>
DB
6651. 48641 1
i
S9 -Stream B
I i
��_---__
INV. IN 672.01 Y ;
__ -� INV. OUT 671.81
- - - Ae9N NED) +00
�_� l0
- 401f temporary impact
1
Open trench sewerline
/
1- 678 _ - / - /- ��gD- � /
N23'1 7'23"E -7--
THAT AREA WITHIN EXISTING OR PROPOSED
l/ll
'
EASEMENTS OR IDENTIFIED BY "LOC", WITHIN WHICH
`�1� - Stream B
Vert.
\
THE CONTRACTOR IS ALLOWED TO OPERATE.
CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE
401f temporary impact
/;���I
CREEK TO 40 LF ALONG THE CREEK CENTERLINE AT
ALL CREEK CROSSINGS, EXCEPT FOR THE SECTION
CIO, of cnarlone
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
I 04
BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE
Porcel ID 06104305
I
-
[� vI.� / .�
\�\
_ - - -F - rB�3 at f h"rloae
/[3X Y c
�-c;ty
KEPT TO AS LITTLE DISTURBANCE AS POSSIBLE, NOT
DB 6481-721
- `�'\ 7 / ©
/
_ - _ I
of cnorlotte \ Parcel ID D61043g>•
I
EXCEEDING THE LIMITS OF THE EASEMENTS.
�/
City of Cnarlott@ \ /
PorceLI�0610 l� City of Charlotte
/
Pnd ID 06104302 �e `25- 7
DB 6456-123 I
EXCAVATION OF THE TRENCH THRU THE CREEK BED
BE KEPT AS NARROW AS POSSIBLE, BUT NO
Drawn By Project-Engr Approved By Date 15
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
°� STA. 79+31.28
LESS THAN THE REQUIRED MINIMUM. RIP RAP
LE
/
``\
PLACED ALONG THE CREEK BED IS TO MATCH THE
GRADE OF THE ORIGINAL CREEK BED.
PROP. 4'0 MH 291
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69+00 70+00 71+00 72+00 73+00 74+00
9A
UP
A
aa' iflohos}o4%
D9 06648-266/
VI / X / ) ,,, � ' , 1 (TO R
City I C rlolie /
� Parcel Im 6104309 / /� gRJW'ON � "H" �
OB 0665 285/7 / / \\ S H T 21
1�/\ \ \ S60'13'54"E B78
STAO+ 17.09`� \ 17.09 LF. 15" SAN. SWR., p4�
. , I I eR
PROP. 4'0 MH 26A
EX SSMH 1
TOP 677.29' \q /
INV. N I 672.47 y'
INV. OUT 672.37
(TO BE ABANDONED) 01
CROSSING "L" \'S6• 118d �)/
75+00
,
EXISTING FEMA 100 YR FLOODPLAIN
City �
V rlotO, \
""'ID 06104306
DB 12677-642
ssing
N SE PROPOSED 40' I
PER SEWE
EAS
-r
4+00-�j
473+00
R7.03 LF. 18" SAN. SWR: /
S13'48'28"0
II 84.39 LF. 8" SAN. SWR
700
690
680
670
NOTES:
1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
2. REFER TO DETAIL 3, SHEET 28 FOR EROSION
CONTROL DEWATERING.
3. REFER TO DETAIL 2, SHEET 29 FOR BY-PASS
PUMPING REQUIRED AT EACH CREEK OR DITCH
CROSSING.
4. FOR CREEK BANK STABILIZATION, REFER TO DETAIL
4 SHEET 29.
5. FOR ABANDONMENT OF MANHOLES IN PAVEMENT,
660 SEE PROJECT SPECIAL PROVISIONS
76+00
7 ely
2orceilD
of Obo'r.tte\
06104307\
EX SSMH /'
TOP 679.37' / ' DB 126]7-642 \
NV. IN 673.02
NV. OUT 672.73
(TOROW REMAI
r \ \
/ -EE
0012" BE ABANDONED)
B
I�
WATER THAT NO SERVICE LATERALS EXIST THAT
el `
City .of Cn1 ID 0 111317
c /
I
>
DB
6651. 48641 1
i
S9 -Stream B
I i
��_---__
INV. IN 672.01 Y ;
__ -� INV. OUT 671.81
- - - Ae9N NED) +00
�_� l0
- 401f temporary impact
1
Open trench sewerline
/
1- 678 _ - / - /- ��gD- � /
N23'1 7'23"E -7--
THAT AREA WITHIN EXISTING OR PROPOSED
VI / X / ) ,,, � ' , 1 (TO R
City I C rlolie /
� Parcel Im 6104309 / /� gRJW'ON � "H" �
OB 0665 285/7 / / \\ S H T 21
1�/\ \ \ S60'13'54"E B78
STAO+ 17.09`� \ 17.09 LF. 15" SAN. SWR., p4�
. , I I eR
PROP. 4'0 MH 26A
EX SSMH 1
TOP 677.29' \q /
INV. N I 672.47 y'
INV. OUT 672.37
(TO BE ABANDONED) 01
CROSSING "L" \'S6• 118d �)/
75+00
,
EXISTING FEMA 100 YR FLOODPLAIN
City �
V rlotO, \
""'ID 06104306
DB 12677-642
ssing
N SE PROPOSED 40' I
PER SEWE
EAS
-r
4+00-�j
473+00
R7.03 LF. 18" SAN. SWR: /
S13'48'28"0
II 84.39 LF. 8" SAN. SWR
700
690
680
670
NOTES:
1. SEE SHEET 1 FOR LEGEND AND GENERAL NOTES.
2. REFER TO DETAIL 3, SHEET 28 FOR EROSION
CONTROL DEWATERING.
3. REFER TO DETAIL 2, SHEET 29 FOR BY-PASS
PUMPING REQUIRED AT EACH CREEK OR DITCH
CROSSING.
4. FOR CREEK BANK STABILIZATION, REFER TO DETAIL
4 SHEET 29.
5. FOR ABANDONMENT OF MANHOLES IN PAVEMENT,
660 SEE PROJECT SPECIAL PROVISIONS
76+00
77+00 78+00
79+00 80+00
6. MANHOLE AND CONNECTING PIPES TO BE
ABANDONED UPON VERIFICATION BY CHARLOTTE
/�-�
\
/ -EE
0012" BE ABANDONED)
/
WATER THAT NO SERVICE LATERALS EXIST THAT
�i (76
EX SSMH - .
--_ I
0 -
REQUIRE TO BE MAINTAINED.
__��_ EX✓1 �' S5 (Tp�BENDO - 3 - _ -' SING "M"/'
��_---__
INV. IN 672.01 Y ;
__ -� INV. OUT 671.81
- - - Ae9N NED) +00
�_� l0
7. LIMITS OF CONSTRUCTION (LOC) ARE DEFINED AS
TEMP. SILT FENCE, TYP.
SEE DETAIL 1,SHEET 27 %�
'
- _ = %- /
` /
/
1- 678 _ - / - /- ��gD- � /
N23'1 7'23"E -7--
THAT AREA WITHIN EXISTING OR PROPOSED
l/ll
'
EASEMENTS OR IDENTIFIED BY "LOC", WITHIN WHICH
`�1� - Stream B
Vert.
\
THE CONTRACTOR IS ALLOWED TO OPERATE.
CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE
401f temporary impact
/;���I
CREEK TO 40 LF ALONG THE CREEK CENTERLINE AT
ALL CREEK CROSSINGS, EXCEPT FOR THE SECTION
CIO, of cnarlone
' - - -
- \ / 666 /�
I 04
BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE
Porcel ID 06104305
I
-
[� vI.� / .�
\�\
_ - - -F - rB�3 at f h"rloae
/[3X Y c
�-c;ty
KEPT TO AS LITTLE DISTURBANCE AS POSSIBLE, NOT
DB 6481-721
- `�'\ 7 / ©
/
_ - _ I
of cnorlotte \ Parcel ID D61043g>•
I
EXCEEDING THE LIMITS OF THE EASEMENTS.
�/
City of Cnarlott@ \ /
PorceLI�0610 l� City of Charlotte
/
Pnd ID 06104302 �e `25- 7
DB 6456-123 I
EXCAVATION OF THE TRENCH THRU THE CREEK BED
BE KEPT AS NARROW AS POSSIBLE, BUT NO
Drawn By Project-Engr Approved By Date 15
-SDS sas1-J19 \0 Parcel ID 06104303
1 / DB 6605-275
°� STA. 79+31.28
LESS THAN THE REQUIRED MINIMUM. RIP RAP
LE
/
``\
PLACED ALONG THE CREEK BED IS TO MATCH THE
GRADE OF THE ORIGINAL CREEK BED.
PROP. 4'0 MH 291
STA. 74+91.40=0+00.
\ PROP. 4'0 MH 28 /' _
/ 682 '{' - e°' /�� ,I 682- _ - - 1 79+00
f , ; I - 78+06
/
/ -
7 � - R�s� - -• 76+00 � 439.88 LF. 18" �• 1 ., �� �
/ +00 / - R S75'3T1TE I _- cF�4
a,
20' /fF1LT-FEAiCE; TYR �G gR0 N� X
0
§EE NOTES, THIS SHEET.
FOPERMI STREAM STABILIZATION
DETAIL 4, SHEET 29EASEM
/
/ 1 / - _- - - � P--Zf EPOS
I' , / /\ \---�1��� \ -
/A�OsONET�
/�-�
\
/ -EE
0012" BE ABANDONED)
/
//1
�i (76
EX SSMH - .
--_ I
0 -
TOP 683.06'
INV. IN 672.46
__��_ EX✓1 �' S5 (Tp�BENDO - 3 - _ -' SING "M"/'
��_---__
INV. IN 672.01 Y ;
__ -� INV. OUT 671.81
- - - Ae9N NED) +00
�_� l0
i \ / - -
�� ss-' �� Vim' _ � - N T55 IS SHEET,
ss T - v / V - FOR -F RM. IN
/ ��' HZ 4
ETA
TEMP. SILT FENCE, TYP.
SEE DETAIL 1,SHEET 27 %�
'
- _ = %- /
` /
/
1- 678 _ - / - /- ��gD- � /
N23'1 7'23"E -7--
4.
l/ll
DOUBLET2
(DOUBLE
)R;
-
61.26 LF. 30' SAN. SWR.
`�1� - Stream B
Vert.
\
69+p0' et6
401f temporary impact
/;���I
As Built
Date
Open trench sewerline crossing
2 11/17/1
1 0
18 1
il/12244=504
ESP
-
STA. 70+06.51
- 6\
9a�'�
PROP. 50 MH 25/'//'/690//
By Revision
Surveyed By
Designed By
.�
ii7/' STA. 0+84.39 - =- ������ \=---�--- - �_�
'' ' _ v
EAIL 1, SHE�y 27 -\ ss X685-
'"•:T N. O•�,,.+•
rr• •
PROP. 4'0 MH 28A
Ex ssMH /
I TOP 684.91'
�
NC LICENSE NUMBER: F-0165
JOB NUMBER: 188648A
CHARLOTTE
�/�� T CHARLOTTE WATER
1�1��1 ER
Is
4 -
(ZQ �� / - �
WSP USA
0 -
CHARLOTTE, NORTH CAROLINA
DIDr 7988-894
1001 MOREHEAD SQUARE DRIVE
'i4•�
.�
ii7/' STA. 0+84.39 - =- ������ \=---�--- - �_�
'' ' _ v
SUITE 610
CHARLOTTE, NC 28203
'"•:T N. O•�,,.+•
rr• •
PROP. 4'0 MH 28A
Ex ssMH /
I TOP 684.91'
TOP 690.03'
INV. IN 676.81 ` I�-
I NV. OUT 67658 1AV = A�
EX SSMH\-
AAANDONI I \ \
NC LICENSE NUMBER: F-0165
JOB NUMBER: 188648A
N.C.P.E.
CHARLOTTE
�/�� T CHARLOTTE WATER
1�1��1 ER
INV.IN 676.11 IITOP 686.97' \
I
679.01 / / 1) r / INV. IN 677.60 ^ \
/ INV. OUT 675.51 / / �/ R�I\11 \ I / 1\ INV. OUT 677.60 \-'
/ (REMOVE AND REPLACE--' / , --� \\\ \ \� I, `\`_- BE��ED) \
EXIfiTNG MH)
CHARLOTTE, NORTH CAROLINA
DIDr 7988-894
It
tea 484
Jobb No. File No.
Scales
UPPER TAGGART CREEK OUTFALL
SENSITIVE MATERIAL
DO NOT DUPLICATE
PLAN
1" = 40'
PROFILE
It
4.
Vert.
--L-=
STA 69+00 TO STA 80+00
As Built
Date
PLAN & PROFILE
2 11/17/1
1 0
18 1
ADDED NOTE FOR CREEK DISTURBANCE LIMIT
FOR REVIEW ONLY NOT FOR CONSTRUCTION
ESP
MNB
Sheet
WSP MNB WSR
No.
Date
By Revision
Surveyed By
Designed By
Drawn By Project-Engr Approved By Date 15

acacw A -A -� STANDARD DETAIL
SEWER
DMIX DROP
JWY27,1995 XV -131 ScAw Spe licabomE,91mis(SD)
REMOVE ET(15TING PIPE AND AAN!
WALL AS NECESSARY TO INSTALL
PIPE MIN OPENING IN WN,L 5IV
BE PIPE DOI ALL AROUND,
AFTER PIPE IMIFILL
VOIDS AROUND PIPE COMPLETELY
1MT11 NON–SHRINK OMROUT,
EXTEND NEW PIPE
e INI MANHOE
MATCH NEW PIPE TO
EASRNC INVERT ELEVATION –
IIW 1' THICK LINER TO BE INSTALLED ATTER
SEWER REPLACEMENT IS COMPLETE WHERE
SPECIFIED. MATCH LINER TO END Or PIPE AS
SHOWN. SEE DETAIL A
E7D5TING MANHOLE VAkI.
-INSTALL CONCRETE CELLAR ALL
AROUND NEW PIPE CONCRETE
SHALL BE LIN 3,690 PS}.
PER CMUO STANDARD SPECIMATiONS
i -B' MIN
'4•:'t "Cp'i:' �'d" •-° `-- HEW SEVER PIPE
*G7 STONE
ALL AROUND
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July 2-7.1995 Xv-;13O Sewer Spedfmbmseet� s (SID)
7
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JWY27,1995 XV -131 ScAw Spe licabomE,91mis(SD)
REMOVE ET(15TING PIPE AND AAN!
WALL AS NECESSARY TO INSTALL
PIPE MIN OPENING IN WN,L 5IV
BE PIPE DOI ALL AROUND,
AFTER PIPE IMIFILL
VOIDS AROUND PIPE COMPLETELY
1MT11 NON–SHRINK OMROUT,
EXTEND NEW PIPE
e INI MANHOE
MATCH NEW PIPE TO
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SHOWN. SEE DETAIL A
E7D5TING MANHOLE VAkI.
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AROUND NEW PIPE CONCRETE
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PER CMUO STANDARD SPECIMATiONS
i -B' MIN
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HI
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STANDARD DrrAIL
SEWER
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SENSITIVE MATERIAL
DO NOT DUPLICATE
July 2-7.1995 Xv-;13O Sewer Spedfmbmseet� s (SID)
7
2 ADDE FOR CREEK DIST
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CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
UPPER TAGGART CREEK OUTFALL
PLAN
PROFILE NSA
Hor.
Vert ' " A CONSTRUCTION DETAILS
ESP I MNB I WSP I MNB I WSR
No. I Date I By Revision I Surveyed By I Designed By 1 Drawn By I Project-Engr I Approved By I Date

-
II('!.IIIIIIIIN INIIII.1 II IIIIIIII('!II IIII.111 IIKI11111 11111111II ILI lam °
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2 A_ I, FABRIC BE USED AHERE SILT FENCE IS M MEMNN FOR A PERAD OF
MPRF nN aP Daus
3. STFII PDSTS SH BE 5'-0 IN HE]OIC ATN DE OF THE SELF-FASTENES AN— STEEL
APE.
4. RWn SILT FEn E u? SLOES AT
5. GRANGE S4FEIY FENCE 15 REOJIRED AT PACU OF SILT FENCE NHEN CPADING IS
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SxnlmvMSNrY.Lr SE.— naFn=-
5, MWReiiE AREA CAR WT BE GREATER SWAN 1/4 ABBE PER lea FT OF FENCE,
] SLOPE LPpTH5 CAN NOT IXC® CR 14 SHOWN IN TABDE 5. NO— CdAaPNA
EROSION ARC SEDIMENT ODHTHOL PWNNIND AND DESM MAI
d, W .NPT INSTALL SW T FEWE -OSS STNEAMS. ORCHES, WATERWAYS OR OIHER
AREAS OF CONCENTRATED FLOW.
MAINTETN.NCE NOTES:
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OR NS AGENT IHMEOMT AFTQt ETCH RAINFALL AND AT W9F1C
PRONNOM RA6ff AIA' REPAIRS NEED -L BE M MMEDGTELY.
J- WOMIJ 1HE FERRIC DMONPOSE OR S:9ME INETFE E PRIOR TO THE ENO
EF THE E:IpECTEL USABLE NFE 4xa THE eARN S Is NECESSARY, THE
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GENERAL IN]TES;
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MS AC FAT "I"" F:" wTEN SACH RAdIFM1, 410 AT IF•AST 0,& SARA,
PR --'I IODN,, L- ANT W:.H; NEPOED —I M 40f IWET1LLTq,Y.
Y. ENE _NE .— BE PPPLACf!f PR]YFP_Y AATW Nh E_ MAT _ 2000E0
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M RLpN'LS WTAN APLL 9F uAAC Iw.fR4fiLMEND or
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enW sE RTT.AC[l ImvAm,Y.
X sNAAEM sET]GNf SHOYID BE Nt.." wHEx tlE uATS RFkil wLA THE ITElarf
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RNCE IB ROWED 91Ull f2 a—. TO CaNO)rAl Ta THE E%BrlG Iyr/iDE
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CITY OF CraarrE HICH HAZARD
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5..:
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2. RVIMMED 2%mFRT %mu BS DEPOWED
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z IHE SmuCIVIB SHALL EE NSPECTED Hr
RIE �4woU LY NES`a€s6LE kRET 04
NIS MEkT AFTER E H STIDIW EYEME
AND RE -AIRS MAID kS NCDESSANI-
a 00-SrRNC1 CCI IVER-tio-S SHALL 89 CA1B+.Lc
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THE AREA %TABKJLEC NEN PIE DRPNABE
SI HAS BI PkCPE-K, STABIP D.
0. DN LASCLiA wx-gACE AREAS MP FM MAY
6E REUVr UNXR THE IIfkSNW STO'IE.
C[TY OF CRARLOTTE
11AND DEVEI-OPMENT 57_46➢ARDS
A'1'lE ]} VDES EHApipM I J
� � wAwFD saw
_ � 1
A SARREE& — L
N.
E: S
SMDRAM
PMA
CATBASN
.Tu.
5y� 'i •' I
`\Od
PLAN In E_w �
�i
IJ' CRT91
eA9w
SECTION A—A
NOT TO
STONE INLET PROTECTION
-�-��DJ•WIVJ
NOTE:
1.. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%,
2. $.IT FENCE MAY HE REQUIRED BEHIND BERM
N
9
•CPTY OF CHARLDTTE
cQA SND DEVELOPMENT STAB➢ARDS TEMPORARY S HT DITCH REN-
EHA81�118 INCLUDES CHaw.OM Era 3.0.05 15
Z 1
J
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
SENSITIVE MATERIAL
DO NOT DUPLICATE
Job No. Scales File No. UPPER TAGGART CREEK OUTFALL
PLAN N/A
PROFILE NSA
Hor.
Vert. N/A CONSTRUCTION DETAILS
As Built Date
211/17/1 ADDED NOTE FOR CREEK DISTURBANCE LIMI Sheet Of
1 C) /18/1 FOR REVIEW ONLY NOT FOR CONSTRUCTION ESP MNB WSP MNB WSR
No. Date By Revision Surveyed By Designed By Drawn By Prajecl-Engr Approved By Date 27
s
WSP USA
1001 MOREHEAD SQUARE DRIVE
SEAL
0�y '
'' 4
',"
SUITE 610
N•„•••�•••
CHARLOTTE, NC 28203
1
NC LICENSE NUMBER: F-0165
JOB NUMBER: 188648A
N.C.P.E.
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
SENSITIVE MATERIAL
DO NOT DUPLICATE
Job No. Scales File No. UPPER TAGGART CREEK OUTFALL
PLAN N/A
PROFILE NSA
Hor.
Vert. N/A CONSTRUCTION DETAILS
As Built Date
211/17/1 ADDED NOTE FOR CREEK DISTURBANCE LIMI Sheet Of
1 C) /18/1 FOR REVIEW ONLY NOT FOR CONSTRUCTION ESP MNB WSP MNB WSR
No. Date By Revision Surveyed By Designed By Drawn By Prajecl-Engr Approved By Date 27

GENERAL NOTES:
CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
EVSJRE THAT MAxIMUM SPACINC BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAK DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW). 'p
ni FMN/
MAXIhSt M SPACING $
A AND €3 ARE AT EOLIAL ELEVATIONS CROIS-SECTION
Pim
APPROVED DATE: 02/2Q07
NOT TO
MECKLENBURG COUNTY
LAND DEVELOPMENT, TEMPORARY ROCK CHECK DAM
STANDARDS �: n nn
NOTE,:
A STASID2ED ENTRANCE DA. .OF F-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCT0.'1 SITE ONTO A PUBLIC STREETM�'
J. FILTER FA IE CDR COMPACTED CR SHER RUIN STONE WALL DE USED AS A SASE FOR THE W—FIVCTON ENTRANCE
A. THE ENTRANCE SHALL BE MAINTAINED IN A CONDI— WOUTI WU_ PjiEl TRACNIAkc Or, FLOWNO oF SIDI—T
ONTO PUBUC STREETS LIR ESISTINO PAVEMENT. THIS MAY REQUIRE vERIQDI4C 70P MESS= WTH ADDITIONAL
STONE AS C Iw-5 WnRRnNT ANp REPAIR W CLE—T OF ANY MEANURE5 USER Tn TRAP SEOIMERT-
4. ANY Sm11.1ENT SPILEEO. DROPPED, WASHED, OR TRACK© ONTO PURUC STREETS MUST BE REMOVED IMMEOIATELY.
5. WHEN APPRWRIATE WHEEI3 kUST W OIERMED TO REMOVE SEMMENT P IQR TO ENTERING A PO9UC STREET WHEN
WASHING 15 REIXIIRED, IT SHALL BE DONE IN AN AREA 5TA ILI WITH CRUSHER STS E WHICH DRAINS INTO AN
APPRDVED SEDME317 BASIN SEE STD, NO. 3DAID.
E. C 4STY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (51U_ t0_7.4 & 1D.25] TO
ACCESS THE CONSTRUETICN — IF THE DRI4EWAY 15 ON A TiCRCtI'JIFARE
107 411
PYRUC 41REET
C[6TIHG 6'RW :r11'TA•'-1"rx FMi
E: � —f nay{p STONE
APPROVED DATFi 07/2D07
NOT TO SCALE
MEC=NDURG COUNTY
LAND DEVELOPMENT STAE31LIZED CONSTRUCTION ENTRANCE xP
STANDARDS _.,,� to 1 ❑ R
1 n
L
� NDTES.
R P1( 1•IE11 NO
—WEEw[Ropctft Nnw. (NoT 10 EACfEG I
l/ J/ +tRa1
SkFCKC rM1. CMDtl01 AS AEWNN. 01 THE
STRNCi�PE FLOW
PASS 2 — PiA><
J 1 fTne� �f VOW WIMOUT fnER'RYPt.�C.
ra wa. pCr rvrt a1 f f :� A VI[ PMT IBESPa LOW YBLW W
xr T•x u .R/- j AT TRE OITLEf CF 111E cRQS5R4C
sTROCTDRE E3 11g4-IXD9YL FTIt Txa
+ >aDcnxRc ssRc c11.W-0-
4 AODllpk/y WASRES NXT BE
WOUNtl BY ME fRD CamT
.Taw wn1 lopipgN s pt EO ER'JNEER
BASED W 51R SPEOTIC IJWIR C11"
K—IM E•TCa
~ fitt� s1My��
�•� o
_
1. RR.CIY M M'II&UAldx, w1nFAGPIIEA SKC4T AUONS OF FLTEEE YEOA SW1 K PRO'MFO TO �r ayoEE.w
ME ER4S1pE Ly1F1ROL WITCO TOR AE'IrgYK AND USI1 IJ INa,E ERGY MTER KN SHALI— n,p nlml u wxNCi Ca REry�rya
4EOGR MCR• l/i .RLNSILY.S K 0l
fETRIKE Cl WA'W +ICT. h• xx•
. TMMP1)11E pHE84CR[ [d5 101 FOOTEa D Ca.tER IE01A PREsyltla ittiNO.
Z. ..
} BIWEER'm Immmm" W �. BMT bl UI IOME ro. D E YE514 FRT1gTU1F SLasE,
1y1N1 riFEll FAWgO 9155 ce R1A1Qt SCiEL Dfl1ARJW0 FiMC1C[S
fi PUI VxmI Axl'L NOF It 'N 0Jk1A01 T•111 0011Dk OF POI
aEE � 9e1[1.1)
NOT TO SCALE cTrr OF cFLSRIATre
IIIIAND DaAa�,o� _" STAYDaDS TEMPORARY STREAM CROSSING
y C[TY CiTE D�aEs a uJ 3c.1TIT
R11O
IlAnDF.)'EI.CPME..NTs7-4A'DA"Ds� EROSION CONTROL DEWATERING
FFimnrrc RCLUDES C9ARLUM E7J
TEMPORARY CREEK/CHANNEL CROSSINGS
CROSSING #
MAINLINE
STATION
III OF TEMP. PIPES TEMP. PIPE SIZE
A
0+75
1 24"
B
10+75
1 24"
C
18+50
1 30"
D
27+75
NOT REQUIRED -
E
30+25
NOT REQUIRED -
F
35+00
NOT REQUIRED -
G
44+25
3 36"
H
45+75
3 36"
1
49+50
31 36"
NOTE:
CROSSING "B" IS WITH TEMPORARY BY-PASS PIPE ONLY. NO
GRAVEL FILL REQUIRED UNLESS NECESSARY DUE TO SITE CONDITIONS.
TEMPORARY CREEK/CHANNEL CROSSINGS
CROSSING #
MAINLINE
STATION
# OF TEMP. PIPES
TEMP. PIPE SIZE
J
53+75
1
24"
K
67+00
NOT REQUIRED
L
70+75
NOT REQUIRED
M
75+50
NOT REQUIRED
N
83+50
NOT REQUIRED
0
86+75
NOT REQUIRED
P
90+50
1
36"
Q
91+00
NOT REQUIRED
R
97+75
1
36"
No.
NOTES:
1, P-1 11 IEDAN 1111 11 AIR AND LE.— WIDTH D DERN OF ANP.N
TO BE DDEONED E, THE ENO'I
DE
2, REFER TO THE 0 L071 OEONLEN­ OFTOR. —El DEIIQN RAN— FOR
EF s LoFE OF
OUR— OF
THI'
RECUN
THI'
E—L BE NomI. �s�, EwlL DER T
THENP
NO BE.DS 01 CIRVEE IN THE .01120.11 I—ENT OF THE APRON
MT,T FROM END OF — TO FECINIG -D_
a�ma( r5 e.oa ane IC EEN exo E.D.N Comma Mexu+i
A
• CITY OF CHARLOTTE RIPRAP APRON AT PIPE OUTFALLS
cavi IAND DEVELOPMENT STANDARDS OTHER THAN AT SWIM
INCLUDES CHARLOTTE ETJ 20.23 7
SENSITIVE MATERIAL
DO NOT DUPLICATE
ADDED NOTE FOR CREEK DISTURBANCE

NEWLY PAVED STREET RESTORATION REQUIREMENTS
KEY/ANCHOli MATERIAL AT STREETS PAVED WITHIN THE PAST 2 YEARS REQUIRE MILLING
TOP OF .SLOPE. AND RESURFACING OF AN AREA EQUAL TO ONE LANE WIDTH
AND 50 FEET IN LENGTH FROM THE EDGES OF THE CUT.
f-� 12' WIN -
PACING ! TYP.'
r/ GENERAL NOTES: DISCHARGE HOSE
r :: " —
36" MIN. SPACING TYP.• ! RNC ENERGY' D1551PATIDN ULT, STT — — —
! 1. LAY BLANKETS L^95ELy
STAKE OR STAPLE TO MIHR/AN
EDEIRENoT ECT WfIH THE SOIL.P4DW
POP
+ ! 2. • DIAENSNONS SHOWN ARE IMPEFMCIJS DIKESUCTION HOSE
.11111 1, MANDFASTD6W
I PRODUCTS MAY HAVE ADDMCNAL —�`_
J
REQUIREMENTS THAT MUST RE
MEF
OVERLAP Z. SLCPE 5UWAGE SH RE FREE
` f IN SLICE OF ROCKS, SOIL CLODS. STICUS,
- - % •r�'�'�'! GRA55. MAT/BLANKETS SHALL
/ HAVE GOOD SOIL C(MTP,GT. STREET CUT RESTORATION DETAILS
,w 4 ` !' / r. THE DETAIL SHOWN 6 FOR SLOPE 59.58 SURFACE COURSE ASPHALT PLACED IN 3.25
! MATING. FOR CHANNEL OR PIPE PRQIECT TOP Or UAINCHUFTS AND COMPACTED TO A MINIMUM DENSITY OF 90%
C41iFALL MATTING SVMIFItk I M5,
... •.�. - ��( PLEASE REFER TO NLEBLPpM THOROUGHFARE STREETS -MINIMUM ASPHALT THICKNESS 9.5" (3 LIFTS)
A� WATER $FANDAGT EER'S AND
TAOLE LOCAL STREETS -MINIMUM ASPHALT THICKNESS 6.5" (2 LIFTS)
1 Mb.-gb #L,? AIIPELN _
DEVATFRING DEVICE w so
EXISTING PAVEMENT MILL ANO OVERLAY MILL AND OVERLAY EXISTING PAVEMENT
NOK -WOVEN .^,ECTEx FILE FILTER CLOTH
FABRIC 4 ABOVE SOURCE WATER,
ABC STONE OR SMD
AP PROVED SUITABLE MATERAIL
NCIRK AREA COMPACTED TO A MINIMUM
DENISTY OF 100% WITH A
NOTE; MINIMUM DEPTH OF 1 FOOT SELECT
dV _ HOR ALL PUMPS AND PIPES SECURELY BACKFILL suecRADE AND SELECT
icEY/ANCHOR MATERi4L TD TOE OF SLOPE. .+ UTILITY BACKFILL MATERIAL SHOULD BE
P NOT TO SCALE ACCORDING AND TO 1COMP CTILITY OMPACTED NOT TO S.,ALE SELECT SPECIFICATIONS.
MECKLENBURG COUNTY ,Y.=OFC07E B
ACKFILL
LAND DEVELOPMENT EMBANKMENT MATTING DETAIL LAND GIk�S BYPASS PUMPING sLEGRADESTANDARDS
.LNCLUM CRASI=1 ry 30.228 15
NOTE:
1. CONTRACTOR SHALL LIMIT THE DISTURBANCE OF THE CREEK TO 40 LF
ALONG THE CREEK CENTERLINE AT ALL CREEK CROSSINGS, EXCEPT FOR
THE SECTION BETWEEN SSMH 8 AND 9. THAT SECTION IS TO BE KEPT TO
AS LITTLE DISTURBANCE AS POSSIBLE, NOT EXCEEDING THE LIMITS OF THE
EASEMENTS. EXCAVATION OF THE TRENCH THRU THE CREEK BED TO BE
KEPT AS NARROW AS POSSIBLE, BUT NO LESS THAN THE REQUIRED
MINIMUM. RIP RAP PLACED ALONG THE CREEK BED IS TO MATCH THE
GRADE OF THE ORIGINAL CREEK BED.
APPROX TOP OF
STREAM BANK
PROPOSED SANITARY SEWER
STREAM BANK STABILIZATION
4
" THICK.
- 7-� AyHHT
r>nsr. +L?*+AL+. tHrKa+E
SEE iPEOE1CAn9N5 17A {AHC 9ASE
T' wIH
u N.
an
CIV19�K � VAAIES
CCTkv
EARTH
r0µµlt RPE DWk ER
,Ec�v,+,rmx .s,Ecriax
r
T9A q..MW "It ASPYJtT vAlcmirt, FI
14 I E CL' 'VN + SAM
L WkS*- 03I4UFTr I"VID IT TS I)VU"B 11TTH —SI
H.8 F19Er H,`' EE 916iRT1}T 10 S IAETL A5 A 815E
MA irmA W1 fN tK -k0-,& L ro TK Cwt t11RAMB AAEry-r,
T. AEs PAOE]EIIT AEPN95 AAE &eEr 1C. AVK1a YAL Br GTT
OF CIWLLUITE 1O.T. AS APRICABIE
A. 1E­PYCII MN. MRIVOM Rrr WRBPE TPETICR 6S ASO REOU"E6 FOR
SAiWFG lAppl kAlLl
5. 9ilidnO 9 WRN Al ACCBRDAACE M1H O9 SLkNAR S,
PART 1946. 9� P.
R. $ PEEAEID TECR61"Id MR 110mi WEN.
C1iARi.47TF - }[EC'iSLEIV'H lIRG
LITTLTTY DEPARTUFWT
ENgi n1 A
CHA2T.M9,rORTH CAROLINA
STANDARD D rQ
••� � SEWER
} raw rrr WAM DEMIL
July 27. 1M %Y_P Saxer Spear ~ rtr. etis (5111
2
No.
UTILITY AREA -FOLLOW SPECIFIC
REQUIREMENTS FOR MATERIALS AND
COMPACTION
STREETS PAVED WITHIN THE PAST 2 YEARS REQUIRE MILLNG
AND RESURFACING OF AN AREA EQUAL TO ONE LANE WIDTH
AND 50 FEET IN LENGTH FROM THE EDGES OF THE CUT.
NOTES:
1. ALL CONCRETE AND ASPHALT PAVEMENT, INCLUDING DRIVEWAYS TO BE CUT WITH A SAW
2. WHERE CONCRETE PAVEMENT IS OVERLAID WITH ASPHALT. HI -BINDER MAY BE SUBSTTUTED FOR
3. ALL PAVEMENT REPAIRS ARE SUBJECT TO APPROVAL BY CITY OF CHARLOTTE D.O.T. AS APPLICABLE.
4.12 -INCH MIN THROUGH CUT OUTSIDE TRENCH IS ALSO REQUIRED FOR SLOPED TRENCH WALLS.
5. SHORING REQUIRED IN ACCORDANCE WITH OSHA STANDARDS PART 1926 SUBPART R
6. SEE DETAILED SPECIFICATIONS FOR TRENCH WIDTH.
Contractor shall limit the disturbance of the creek to 40 LF along the
creek centerline at all creek crossings, except for the section
between SSMH 8 and 9. That section is to be kept to as little
disturbance as possible, not exceeding the limits of the easements.
Excavation of the trench through the creek bed to be kept as
narrow as possible, but no less than the required minimum. Riprap
placed along the creek bed is to match the grade of the original
creek bed. Actual width of riprap in the creek bed will be
approximately 10' or less.
SENSITIVE MATERIAL
DO NOT DUPLICATE

TRENCH BACKFILL
DEPTH OF COVER (CLASS II OR III MATERIALS) EXISTING GROUND
(PIPE BARREL O.D. TO FT —
GROUND AT TRENCH CENTERLINE)/j / _
ITOPSOIL (12")
GROUND SURFACE ACCESS SHAFT ILII III—III-
6" X 6" WOOD BLOCKING
CENTERLINE OF BORE, TUNNEL LINER & CARRIE WITH WEDGES ( TYPICAL 4
X//\\/\ — — —III— / PIPE LUBRICATION/GROUT BORT RADIAL LOCATIONS EACH
�/\ -III-III-III III -III -I /\ (SEE SPECIFICATION9)1
UNDISTURBED EARTH —\"""
�/% TIITI_�--_Ilu II�IIIIIITI /�/ 6"MIN.
INITIAL BACKFILL/\\ �� =III//\\/ GROUT FILLED ANNULAR SPACE
(SEE TABLES / — _ /\/
FOR MAT'LS) \ E= PIPE ID / MASONRY BULKHEAD
PIPE SPRINGLINE 6" X 6" WOOD BLOCKING FLANGE LINE OF STEEL TUNNEL CASING
(MID—DIAMETER) WITH WEDGES (TYPICAL 4 (FOR NORFOLK SOUTHERN CROSSING ONLY)
LAUNCHING _ — _ _ — _ PIPE O.D./8 OR 4"MIN. RADIAL LOCATIONS EACH
(SEE TABLES— — — — — — — — — — — 6.. CARRIER PIPE LENGTH) / \ STEEL TUNNEL CASING
FOR MAT'LS) — _ — _ — _ — _ — _ — DIMENIONS VARIES SEE SECTION \ (PER CDOT/NCDOT REQUIREMENTS)
BEDDING
(CLASS I MAT'L) 01200SFOR MEASUREMENT AND CARRIER PIPE — — — FILL VOID BETWEEN TUNNEL CASING AND
PAYMENT _ _ _ CARRIER PIPE WITH GROUT
FOUNDATION I (SEE NOTE 5)
(SURGESTONE—
SEE SPECIFICATIONS
SECTION 02221) \ /
LIMITING TRENCH WIDTH \
(SEE SPECIFICATIONS SANITARY SEWER PIPE
SECTION 02221) ,I
TRENCH DETAILSTEEL L3"x3"x3/81,
8" (MIN) s • a CONTINUOUS ANGLE GUIDE (TYP OF 2)
INSTALLATION REQUIREMENTS — DUCTILE IRON (DIP) PIPE (GRAVITY SEWERS)
NOMINAL PIPE
DIAMETER
DEPTH
OF COVER (FT)
PRESSURE
CLASSIFICATION
FOUNDATION
(NOTE 4)
BACKFILL MATERIALS
BEDDING
HAUNCHING
INITIAL BACKFILL
B" — 12"
0-28350
28-44
350
SURGE STONE
SURGE STONE
CLASS
CLASS
I, II OR III
CLASS
CLASS I, II OR III
CLASS I, II OR III
14" — 24"
0-20
20-29
250
250
SURGE STONE
SURGE STONE
CLASS
CLASS
1'11OR III
CLASS
CLASS I, II OR III
CLASS I, II OR III
30"-36"
0-16
16-24
250
250
SURGE STONE
SURGE STONE
CLASS
CLASS
I, II OR III
CLASS
CLASS I, II OR III
CLASS I, II OR III
30"-36"
24-35
350
SURGE STONE
CLASS I
CLASS I
CLASS I
INSTALLATION REQUIREMENTS — FRP & PVC
NOMINAL PIPE
DEPTH
PIPE
FOUNDATION
BACKFILL MATERIALS
DIAMETER
OF COVER (FT)
CLASS
(NOTE 4)
BEDDING
HAUNCHING
INITIAL BACKFILL
CENTERLINE OF
CENTERLINE OF
CARRIER PIPE
0-10
SN 72
SURGE STONE
CLASS
CLASS
CLASS 1
(STATION 40+54 TO
10-15
SN 72
SURGE STONE
CLASS
CLASS
CLASS I
FRP
15-20
SN 72
SURGE STONE
CLASS
CLASS
CLASS
24" — 36"
20-25
SN 72
SURGE STONE
CLASS
CLASS
CLASS
25-30
SN 72
SURGE STONE
CLASS
CLASS
CLASS
30-40
SN 72
SURGE STONE
CLASS
CLASS
CLASS
0-10
PS 46
SURGE STONE
CLASS
CLASS
CLASS
10-15
PS 46
SURGE STONE
CLASS
CLASS
CLASS
PVC
15-20
PS 46
SURGE STONE
CLASS
CLASS
CLASS
8" — 36"
20-25
PS 46
SURGE STONE
CLASS
CLASS
CLASS
25-30
PS 46
SURGE STONE
CLASS
CLASS
CLASS
30-40
PS 46
SURGE STONE
CLASS
CLASS
CLASS
PIPE INSTALLATION DETAILS
NOTES FOR BACKFILL MATERIALS
1. CLASS MATERIALS SHALL BE NCDOT No. 67 STONE.
2. CLASSII MATERIALS INCLUDE COURSE SANDS AND GRAVELS ( MAX. 1-1/2" IN SIZE)
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND SAND/CLAY OR
CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS EXCAVATED FROM PIPE TRENCHES.
4. SURGE STONE SHALL BE USED TO STABILIZE SUBGRADE WHEN ORDERED BY THE
ENGINEER. SEE SECTION 02221 FOR MATERIAL PROPERTIES. SEE SECTION 01200 FOR
MEASUREMENT AND PAYMENT FOR SURGE STONE.
5. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE TRENCHES EXCEPT
ROCK LARGER THAN TWELVE (12) INCHES SHALL BE REMOVED FROM BACKFILL.
6. IN ALL LANDSCAPED OR MAINTAINED AREAS TOP TWELVE (12) INCHES OF BACKFILL
SHALL CONSIST OF TOPSOIL STRIPPED FROM TRENCH PRIOR TO EXCAVATION.
7. ALL BACKFILL MATERIALS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
PROJECT SPECIFICATIONS.
TYPICAL BORE/TUNNEL
CROSS SECTION
NOTES FOR BORE/TUNNEL CONSTRUCTION
1. REFER TO NCDOT ENCROACHMENT CONTRACT AND CONTRACT SPECIFICATIONS FOR GENERAL
CONSTRUCTION REQUIREMENTS FOR BORE CROSSING UNDER EXISTING ROADWAYS. REFER TO
NORFOLK SOUTHERN RAILROAD OCCUPANCY AGREEMENT AND NORFOLK SOUTHERN RAILROAD
SPECIFICATIONS FOR GENERAL CONSTRUCTION REQUIREMENTS FOR TUNNEL CROSSING UNDER
NORFOLK SOUTHERN RAILROAD TRACKS.
2. ALLALTERNATE CONSTRUCTION MEANS AND METHODS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO INITIATING CONSTRUCTION. THE CONTRACTOR SHALL
OBTAIN PERMITS FOR ALTERNATIVE MEANS AND METHODS.
3, MINIMUM CASING AND TUNNEL LINER PLATE PROPERTIES SHOWN IN TABLE ARE FOR
PERMANENT LOADS ONLY AND DO NOT INCLUDE TEMPORARY CONSTRUCTION OR
INSTALLATION LOADS. CONTRACTOR SHALL REVISE CASING OR TUNNEL LINER PLATE
SECTIONS BASED ON CONTRACTOR'S EVALUATION OF THE CONSTRUCTION LOADS.
4. CONTRACTOR SHALL SUBMIT A DETAILED DESIGN FOR EACH BORE/TUNNEL ACCESS SHAFT.
THE DESIGN SHALL INCLUDE A DRAWING SHOWING THE DIMENSIONS OF EACH SHAFT, BOTTOM
AND TOP ELEVATIONS, SHORING AND/OR BRACING DETAILS ETC. SHAFT SHALL BE DESIGNED
TO WITHSTAND ALL SOILS, HYDROSTATIC, TRAFFIC, AND LIVE LOADS WITH AN APPROPRIATE
FACTOR OF SAFETY. DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN
THE STATE OF NC. SHAFT DESIGNS FOR NORFOLK SOUTHERN CROSSING SHALL ALSO
COMPLY WITH REQUIREMENTS IN THE NORFOLK SOUTHERN OCCUPANCY AGREEMENT AND
NORFOLK SOUTHERN SPECIFICATIONS.
5. SEE SPECIFICATIONS FOR LUBRICATION/GROUT PORT REQUIREMENTS.
6. CONTINUOUS STEEL GUIDE ANGLES SHALL BE INSTALLED PRIOR TO INSTALLING THE PAVED
INVERT.
7. THE CONCRETE PAVED INVERT SHALL BE INSTALLED AFTER THE STEEL BORE OR TUNNEL
LINER IS INSTALLED. THE PAVED INVERT SHALL BE INSTALLED LEVEL TRANSVERSE TO THE
LINER CENTERLINE AND TRUE TO THE CARRIER PIPE SLOPE MINUS THE INCREMENT REQUIRED
FOR THE BOTTOM CASING SPACERS.
8, GROUT MIX FOR ANNULAR SPACE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL.
9. STRICTLY ADHERE TO CONTRACT REQUIREMENTS FOR GROUTING BEHIND BORE AND TUNNEL
LINER.
10. CARRIER PIPE MAY BE INSTALLED FROM EITHER END OF BORE/TUNNEL EXCEPT:
10.1. JOINTS (BELLS AND SPIGOTS) SHALL BE ORIENTED BELLS UPSTREAM.
10.2. JOINTS SHALL BE PULLED/PUSHED IN PLACE ONE JOINT AT A TIME TO ALLOW PROPER
BLOCKING.
11. PRE—ENGINEERED, PRE—MANUFACTURED CASING SPACERS SHALL BE INSTALLED ON THE
CARRIER PIPE.THE SPACERS ARE FOR SLIDING THE PIPE SECTIONS INTO PLACE, CENTERING
THEPIPE, AND TO MAINTAIN A CONSTANT HEIGHT ABOVE THE PAVED INVERT TO SET THE
PIPE GRADE.
12. PIPE INSIDE BORE/TUNNEL CASING SHALL BE TESTED PRIOR TO GROUTING. DEFECTIVE
JOINTS SHALL BE REPAIRED.
13. CONTRACTOR SHALL ESTABLISH, RECORD, AND SUBMIT TO ENGINEER FOR APPROVAL, DATA
SHOWING HORIZONTAL ALIGNMENT AND GRADE OF CARRIER PIPE WITHIN TUNNEL, PRIOR TO
FINAL VOID GROUTING.
14. SECURELY BRACE PIPE FROM MOVEMENT AND FLOTATION DURING INTERNAL VOID GROUTING.
BRACING SHALL BE 6"X6" TIMBERS WITH WOOD WEDGES INSTALLED AT A MINIMUM OF FOUR
RADIAL LOCATIONS.
15. NO VOID SPACE GROUTING SHALL BE PERFORMED WITHOUT NOTIFYING ENGINEER AT LEAST
TWENTY FOUR (24) HOURS IN ADVANCE. FOLLOWING NOTIFICATION, GROUTING MAY
PROCEED.
16. GROUTING OF VOID BETWEEN TUNNEL AND CARRIER SHALL BE DONE FROM UPSTREAM END
OF TUNNEL.
17. ONCE THE INTERNAL GROUTING BEGINS, WORK SHALL BE CONTINUOUS UNTIL COMPLETED.
CONCRETE PAVED INVERT
I I
PIPE LENGTH)
CASING PIPE SIZE
CASING PIPE THICKNESS
MORRIS FIELD DRIVE
s�+t
aaeeal -
WSP USA
File No.
(STATION 4+76 TO
NCDOT
54" — 60"
0.50"
FLOW
CENTERLINE OF
CENTERLINE OF
CARRIER PIPE
INE R
CHARLOTTE, NO 28203
GOLF ACRES DRIVE
NO LICENSE NUMBER: F-0165
(STATION 40+54 TO
COOT
54" — 60"
0.50"
STATION 43+06)
WJ)TER
II
CHARLOTTE.
CASING SPIDERS \—TYPICAL SECTION
(SEE SPECIFICATIONS) THROUGH BORE/
TUNNEL
TUNNEL LINER DETAIL
CROSSING MAINTAINED BY: STA. TO STA. -N (E) DIA. IN. THICKNESS (in) (AREA OF SECTION (in'/in) MOMENT OF INERTIA (in4/in)IRADIUS OF GYRATION (in)I
2 FLANGE 4 FLANGE 2 FLANGE 4 FLANGE 2 FLANGE 4 FLANGE 2 FLANGE 4 FLANGE
40 50 TO
NSRR NSRR 54 0.1345 0.1345 1 0.1738 1 0.085 1 0.064 0.055 1 0.607 1 0.57
CROSSING AND LOCATION
MAINTAINED BY:
CASING PIPE SIZE
CASING PIPE THICKNESS
MORRIS FIELD DRIVE
s�+t
aaeeal -
WSP USA
File No.
(STATION 4+76 TO
NCDOT
54" — 60"
0.50"
STATION 6+25)
.,,,,,„,M'Fj
CHARLOTTE, NO 28203
GOLF ACRES DRIVE
NO LICENSE NUMBER: F-0165
(STATION 40+54 TO
COOT
54" — 60"
0.50"
STATION 43+06)
WJ)TER
/A
CHARLOTTE.
M URNSON BLVD (US 74)
Date
ADDED NOTE FOR CREEK DISTURBANCE LIMIT
(STATION 62+68 TO
NCDOT
54' — 60"
0.50"
STATION 64+53)
Surveyed By
Designed By
2
1
No.
UPPER TAGGART CREEK OUTFALL
TUNNEL CROSSING
AND TRENCH DETAILS
WSP MNB
Drawn By I Froject—Engr I Approved By
ISSUED FOR PERMITTING
s�+t
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WSP USA
File No.
1001 MOREHEAD SQUARE DRIVE
Scoles
N
SUITE 610
.,,,,,„,M'Fj
CHARLOTTE, NO 28203
N/A
NO LICENSE NUMBER: F-0165
N.C.RE.
JOB NUMBER: 188648A
DO NOT D
CHARLOTTE CHARLOTTE WATER
WJ)TER
/A
CHARLOTTE.
NORTH CAROLINA
UPPER TAGGART CREEK OUTFALL
TUNNEL CROSSING
AND TRENCH DETAILS
WSP MNB
Drawn By I Froject—Engr I Approved By
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
Job No.
File No.
OCT 2017
Scoles
PLAN
N/A
SENSITIVE MATEfl11
Hor.
PROFILEUPLIC
N/A
DO NOT D
Vert.
/A
As Built
Date
ADDED NOTE FOR CREEK DISTURBANCE LIMIT
FOR REVIEW ONLY NOT FOR CONSTRUCTION
WSPMNB
Revision
Surveyed By
Designed By
UPPER TAGGART CREEK OUTFALL
TUNNEL CROSSING
AND TRENCH DETAILS
WSP MNB
Drawn By I Froject—Engr I Approved By