20200032 Ver 1_401 Application_20200103

�0'c l�
Preliminary ORM Data Entry Fields for New Actions I t
13�
SAW - 201 - BEGIN DATE [Received Date]:
Prepare file folder El Assign Action ID Number in ORM ❑ `
1. Project Name [PCN Form A2a]: Steven's Creek Trunk Sewer Phase 2 ` 7
2. Work Type: Private Institutional Government [vll Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]: ) O,-�DVQ 2 7
Sewer line installation
4. Property Owner / Applicant [PCN Form A3 or A4]: Charlotte Water POC: Jeffrey McClanahan; 704-995-7489, [e-mail]
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Dan Zurlo
6. Related Action ID Number(s) [PCN Form 135b]: N/A
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
35.156984°,-80.655088°
8. Project Location -Tax Parcel ID [PCN Form Bla]: Linear project. Easements to be acquired by the City of Charlotte.
9. Project Location —County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Mint Hill
11, Project Information — Nearest Waterbody [PCN Form 132a]: Stevens Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 62c]: 03040105
Authorization: Section 10 El Section 404 7 Section 10 & 404
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 12
Regional General Permit #
Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
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)
To: Mr. Alan Johnson
Mooresville Regional Office
NCDENR
610 East Center Ave; Suite 301
Mooresville, NC 28115
Subject: PCN pursuant to NWP 12
Steven's Creek Trunk Sewer Phase
Charlotte, North Carolina
CWS Project No. 2018-0154
Dear Mr. Johnson,
Date: December 20, 2019
The Stevens Creek Trunk Sewer Phase 2 project (Mecklenburg County) is approximately 9 acres
in extent and is a 40-foot wide corridor spanning approximately 4,500 feet in length from Stoney
Meadow Drive to Dressage Boulevard in Mint Hill, North Carolina (Figure 1). On behalf of the
Charlotte Water, GHD has subcontracted Carolina Wetland Services, Inc. (CWS) to provide
Section 404/401 permitting services for this project. Impacts to jurisdictional waters of the U.S. and
state regulated Goose Creek Watershed Riparian Buffer are proposed.
A delineation only verification of this site is requested.
ATTACHMENTS INCLUDED:
NO.
DESCRIPTION
A
Figures 1-7
B
kcient Authorization Form
C
PCN
D
Property Owner Information
E
Construction Plans/Impacts 1-W4
F
NCDMS Mitigation Acceptance
G
Protected Species Habitat Assessment
H
1 NCSHPO Correspondence
I
USACE Wetland Determination Data Forms DP1-DP7
J
I NCDEQ Stream Classification Forth SCP1
K
I Photograph (Photographs 1-7
Please do not hesitate to contact Dan Zurlo at 717-460-3466 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
Dan Zurlo
Project Scientist
M
Christine Geist, PWS, CE
Consulting Group Manager

Steven's Creek Trunk Sewer Phase 2
December 30, 2019
Attachments CWS Project No. 2018-0154
ATTACHMENT A:
Figures 1-7

ion Extent
INS
South
Georgia Carolina
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i
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-�
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J
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hnt Hill
REFERENCE. BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018.
SCALE. DATE.
1 inch = 5,000 feet 8/7/2018
CM PROJECT NO DRAWN BY.
2018-0154 RMG
COORDINATES'. CHECKED BY
35.156984,-80.655088 CAG
Sr Legend
A` O Project Limits (9 ac.)
� c
y144 5,000 2,500 0 5,000 Feet
® FIGURE NO.
Vicinity Map
Jurisdictional Delineation Of
CAROLINA Stevens Creek Trunk Sewer
WCTLANO SERVICES Mecklenburg County, Charlotte, NC 7
G \Team Onves\Consulting Team Dnvei Consulting Pmjecls\2018-0154 Stevens Trunk SeweNDV,mGIS\Figurei_Ycii

REFERENCE'. USGS 7 5 MINUTE TOPOGRAPHIC OUADRANGI f Iti;
SCALE'. DATE:
1 inch = 2,000 feet 7/24/2018
CVJS PROJECT NO: DRAWN BY
2018-0154 RMG
35.156984,-80.655088 I GAG
M
f
A
Legend
Project Limits (9 ac.)
-.-� 2 000 1.000 0 2,000 Feet
® FIGURE NO.
USGS Topographic Map
Jurisdictional Delineation of
CAROLINA Stevens Creek Trunk Sewer
WETLAND SERVICES Mecklenburg County, Charlotte, NC %
G'.\Team Onves\Consulting Team Dnve1201812018 Consult rig Projects12018-015 Stevens Trunk SmerUOWre I S%Figure2_USGS. mxd

r •e —„
0
U
�1
Legend
Project Limits (9 ac.)'
Roads
Parcels
REFERENCE BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI, ACCESSED 2018. BACKGROUND 1,000 500 0 1,000 Feet
GIS LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2011.
I
SCALE: 7DATFIGURE NO1 inch = 1,00o feet 7i2ai2o1s ® Aerial MapCW9 PROJECT NO: N BY'. 3
2018-0154 RMGJurisdictional DelineationCOORDINATES: KED, 0Y C A R O L I N A Stevens Creek Trunk Sewer O�
35.156984,-80.655088 CAG WETLAND SERVICES Mecklenburg County, Charlotte, NC 7
G'.%Team Dnves\Consumng Team Dnve@01 WWB Cansultirg Pmjmtsr2018-01%Stevens TruNc SmeNONraGIS1hgum3_Aenal.mxd

G:\Team DMwMCon5Jtmg Team Dnve1201812018 Consulting PmjectsM18-015 Stevens Turk SeweNMrcGISWgure4_CurmntSoil.mxd

r 1
Matthews -Mint HIII Rd FSeB
I
/ Moe
Ce82
I(
CO2
}
Hydnc
I� Legend
t'
Soil UnM1 Name and DescripLoo
CeB2 Cecil sandy clay loam, 2 tO S percent slopes, moderately eroded
No
Yes `
r
Project Limits (9 aC.)
HeB Helena sandy loam, 2 to 8 percent slopes
MeB Mecklenburg fine sandy loam, 2 to 8 percent slopes
IJo r`l�
>ry {..
MO tvbnacan k>enl, 0 M 2 ants
pert lopes,frequemtyflooded
Yn
1.000 0 2,000 Feet
REFERENCE: USDA-NRCS SOIL SURVEY OF MECKLENBURG COUNTY NO, SHEET 8. DATED 19K
ALE 1 inch = 2,000 feet
DATE. 7/24/2018
USDA-NRCS Historic Soil Survey
FIGURE NO
of Mecklenburg County
5
AS PROJECT NO
DRAWN BY..
®
2018-0154
MLS
Jurisdictional Delineation
Of
DORDINATES.
CHECKED BY:
CAROLINA
Stevens Creek Trunk Sewer
35.156984,-80.655088
CAG
WETLAND SERVICES
Mecklenburg County, Charlotte, NC
%
G\Team Drives\ConsWing Team DrlvM2018\2018Consulting Projects12018-0154 Stevens Trunk Sewen Dl rcGIS\Flgure5_HistoncSoils.mxd

0(
c
J
all
10,
REFERENCENATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND
WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2018.
BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT, DATED 2017.
SCALE. DATE.
a
Ln
Kint,,N
Wy
Legend
OProject Limits (9 ac.)
Roads
National Wetland Inventory
- Freshwater Forested/Shrub Wetland
Freshwater Pond
- Riverine
�a 900 450 0 900 Feet
1 inch = 900 feet 7/24/2018 ® National Wetland Inventory
CM PROJECT NO: DRAWN BY:
2018-0154 MLS Jurisdictional Delineation
COORDINATES: CHECKED BY C A R O L I N A Stevens Creek Trunk Sewer
35.156984,-80.655088 CAG WETLAND SERVICES Mecklenburg County, Charlotte, NC
FEW
FIGURE NO.
of
7
GATeam Dw,eMConsulting Team Dnve12018@018 Consultlllg Pmjects12018-0154 Stevens Truck SewerUMrcGISTigureB_NNA.ma

PN2
EN
P1
1 inch = 100 feet
Stevens Creek (Stream A)
4,738 If
Wetland DD 1l 5
0.02 acre 6kipper I c
rN
Wetland AA
0.07 acre
Wetland BB
0.02 acre
ON
1 inch = 100 feet 1?G01
�—n1/
1 inch = 100 feet
/ \
U
All identified wetland and non -wetland waters arek*D
0
to be considered potential waters of the US
REFERENCE. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2018.NOTE;
JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB FOOT CAPABLE GPSUNIT
BY CWs INC., ON JULY % 2018. JURISDICTIONAL FEATURES HAVE NOTBEEN
VERIFIED BY THE USACE.
Ili ttermiftent Stream B
N
r
s.
0
Wetland CC
0.01 acre
Legend
O Project Limits (9 ac.)
- - - - Intermittent Stream
Stevens Creek (Approximated)
Culvert
® Wetland
Roads
Tax Parcels
ODP Data Point
A ScP Stream Classification Point
Indicates Flow
N Photo Location and Direction
800 400 0 800 Feet
SCALE 1 inch = 800 feet DATE. 8/7/2018 ® FIGURE NO.
Jurisdictional Boundaries 7
CVJS PROJECT NO: DRAM BY:
2018-0154 MLS Jurisdictional Delineation
Of
COORDINATESCHECKED BY C A R O L I N A Stevens Creek Trunk Sewer
35.156984,-80.655088 CAG WETLAND SERVICES Mecklenburg County, Charlotte, NC 7
G iTeam Dnves\Consulting Team Dnve\2018Q018 Consulting PmjadaQ018-015 Stevens Tmnk Se eWDtAitGIS\Flgur87_JD.mA

Steven's Creek Trunk Sewer Phase 2.
Attachments
ATTACHMENT B:
Agent Authorization Form
December 30, 2019
CWS Project No. 2018-0154

AGENT CERTIFICATION OF AUTHORIZATION
representing GLT WAS.% , hereby certify that I have authorized Dan Zurlo 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.
4
Authorized signature
Agent's signature
gal 11.13.19
Date Date
Completion of this form will allow the agent to sign
all future application correspondence.

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT C:
PCN
December 30, 2019
CWS Project No. 2018-0154

Office Use Only:
Corps action ID no.
DWQ project no.
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
1b. 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 No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification— Regular Non-404 Jurisdictional General Permit
® 401 Water Quality Certification — Express Riparian Buffer Authorization
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ®No
For the record only for Corps Permit:
0 Yes ®No
If.
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 T No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑yes 19
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Stevens Creek Trunk Sewer — Phase 2
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Mint Hill
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
SeeAftachmentD
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
r Agent EM] Other, specify: Client
4b. Name:
Charlotte Water, POC: Jeffrey McClanahan
4c. Business name
(if applicable):
City of Charlotte
4d. Street address:
5100 Brookshire Blvd.
4e. City, state, zip:
Charlotte, NC 28216
4f. Telephone no.:
704-995-7489
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Dan Zurlo
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.:
717-460-3466
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 13
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):
03115230
1 b. Site coordinates (in decimal degrees):
Latitude: 35.156984' Longitude:-80.655088"
1c. Property size:
9 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Stevens Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
!Yadkin Pee Dee (HUC# 03040105)
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:
Based on a review the USGS Topographic map, on -site elevations range from 660-690 feet above mean sea level
(Figure 2). The project area consists of undeveloped forested areas and a maintained equestrian center. Land
cover within the project area consists of deciduous forest, mixed forest, developed open space, woody wetlands
and emergent herbaceous wetlands (Figure 3). According to the United States Department of Agriculture - Natural
Resources Conservation Service (USDA-NRCS) Web Soil Survey of Mecklenburg County (Figure 4) and the
NRCS Historic Soil Survey for Mecklenburg County (Figure 5), on -site soils consist of four different soil types. Of
the on -site soils, two are listed on the. Web Soil Survey as containing hydric inclusions.
3b. List the total estimated acreage of all existing wetlands on the property: 0.12 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 18 If
3d. Explain the purpose of the proposed project:
The intent of the project is to construct a new gravity sewer line that will provide relief for the current aging and inadequate
sewer line. In order to improve flow capacity of the sewer system serving the Windsor Square, Mathews Festival, and
Sycamore Commons subdivision, this project proposes to construct a 4,935 linear foot gravity sewer line. Additional sewer
capacity for future population growth or development in the area will be provided.
3e. Describe the overall project in detail, including the type of equipment to be used:
Page 3 of 13
PCN Form — Version 1.4 January 2009

3e.
Impacts to Waters of the US
Under a Nationwide Permit No. 12, unavoidable impacts associated with the construction of the Steven's Creek Trunk Sewer
Project will include the mechanized clearing of forested and herbaceous wetland vegetation, as well as placement of temporary
fills, dewatering and excavation activities within waters of the U.S. Permanent impacts will be limited to the permanent
easement where forested wetlands will be converted to non -forested wetlands due to clearing activities and permanent
maintenance as herbaceous wetlands, and armor flex armoring of one wetland crossing (W4). Temporary impacts will be
limited to the construction corridor and will include temporary clearing of forested and herbaceous wetlands, temporary fill
placement for access and dewatering activities, and excavation in waters of the U.S. for new line placement. Project related
impact totals include 4 wetland crossings with a total of 0.032-ac. of temporary impacts and 0.072-ac. of permanent impacts.
Impact locations are depicted on the Site Plans, Attachment E, and detailed on detail sheets 5 and 12 (W1-W6). Temporary
construction easements will be 40-ft wide and the permanent easements will be 20-ft wide. Within the 20-ft wide permanent
easement, just a 10-ft wide corridor about the sewer alignment will be permanently maintained. The majority of the sewer will
buried at greater than 8-ft, as it was determined that the 40-foot construction easement required by the Water Quality
Certification No. 4133 was not wide enough to allow the necessary maintenance equipment to access the gravity fed sewerline
at the buried depths of 8-ft. and deeper (see Site Plans, Sheets 3-12).
The crossing of Wetland CC (W4) will consist of armorflex used to stabilize headcutting occurring where Wetland CC abuts an
off -site stream. A step pool system will be constructed downstream of the headcutting to further stabilize the area and diffuse
stormwater flow (See Detail sheet).
CWS requests a delineation only verification for the proposed project.
All work will be constructed in the dry. Proper sediment and erosion control measures will be used to minimize disturbances to
downstream waters in accordance with North Carolina Water Quality General Certification (WQC) #4133 and NWP #12.
Construction equipment used will generally consist of trackhoe excavators, track loaders, rubber tire loaders, off road dump
trucks, track crane, trench boxes, air compressors, generators, work trucks, and bypass pumps for the water diversion.
Impacts to the North Carolina Protected Riparian Buffer for the Goose Creek Watershed
The proposed alignment falls within the State of North Carolina Protected Riparian Buffer for Goose Creek, as critical habitat
for the federally endangered Carolina heelsplitter, Lasmigona decorata, has been identified in Goose Creek and Duck Creek.
Steven's Creek is a direct tributary to Goose Creek, and as such, additional conditions for riparian buffer disturbance will be
taken into account. 100-ft protected riparian buffers (outside of the 100 year FEMA floodplain) extend from the top of bank of
streams depicted on the most recent USGS or NRCS Soil Survey maps located within the Goose Creek watershed. The
riparian buffer areas of two streams (Steven's Creek, Stream A and an unnamed tributary to Steven's Creek, Steam C; Figure
7) will be impacted by this project.
Any currently unmaintained portion of the buffer falling within 100-ft of the top -of -bank of Steven's Creek and Stream C that will
be cleared within the temporary construction corridor will be restored through the planting of appropriate native riparian shrub
and tree species (Attachment E, Construction Plans). Temporary impacts to the unmaintained riparian buffer total 236,657 sq
ft (131). Impacts resulting from clearing within 100-ft of the top of bank of Steven's Creek and Stream C, within the permanent
maintenance easement, will be considered permanent. Permanent impacts to the riparian buffer total 53,922 sq ft that could
require mitigation. Mitigation will be assessed at a 3:1 ratio and will be achieved through payment to the NC Division of
Mitigation Services (NCDMS) In -Lieu Fee program.
Additionally, the proposed alignment has a perpendicular crossing of Stream C. In accordance with the North Carolina
Riparian Buffer Rules for the Goose Creek watershed, the sewer will be either directionally or jack and bored beneath Stream
C in order to minimize sediment and nutrient pollution to downstream waters within the watershed. This is not considered an
impact to Stream rC.
Page 4 of 13
PCN Form —Version 1.4 January

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
p Yes No L Unknown
Corps or State been requested or obtained for this property /
project (including all priorphases) in thepast?
Comments:
4b. If the Corps made the jurisdictional determination, what type
Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Carolina Wetland Services
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
No delineation request has been made for this project. CWS requests a delineation only verification for this project.
5. Project History
5a. Have permits or certifications been requested or obtained for
1L.Yes LO No EM, Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
This is the second phase of the Steven's Creek Trunk Sewer construction. Phase 1 was permitted in 2018 and has permanent
wetland impacts totaling 0.066 ac. There were no stream impacts. Cumulative Phase 1 and 2 wetland impacts total 0.077 ac.
and will not require mitigation, as they fall below the 0.1 ac. threshold.
6. Future Project Plans
6a. Is this a phased project?
Yes No
6b. If yes, explain.
This is the last phase of this project.
Page 5 of 13
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
Wetlands Streams — tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f. Area
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Tem ora T
W1
P
Permanent
Bottomland Hardwood Forest
Yes
Corps
0.009
Clearing/Sewer
Installation
W2
Sewer Installation
Nan -Tidal Freshwater Marsh
No
Corps
0.057
W3
Sewer Installation
Non -Tidal Freshwater Marsh
No
Corps
0.021
W4
Sewer Installation
Non -Tidal Freshwater Marsh
No
Corps
0.002
and armorflex
stabilization
W5
T
Sewer installation
Non -Tidal Freshwater Marsh
No
Corps
0.004
W6
T
Sewer installation
Non -Tidal Freshwater Marsh
No
Corps
0.017
2g. Total Wetland Impacts:
0.104
2h. Comments: Permanent impacts will total 0.011 ac. Temporary impacts will total 0.093 ac.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1
S2
S3
S4
3h. Total stream and tributary impacts
3i. Comments:
Page 6 of 13
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 indivii ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary T
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 com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
(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 I Catawba Lj Randleman Other.Goose Cree
6b.
6c.
6d.
6e.
6f.
6g.
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number—
mitigation
impact
impact
Permanent(P)or
required?
(square
(square
Temporary T
feet)
feet
B1
Clearing for
Stream
NJ
236,657
N/A
permanent Sewer
Easement
B2
'
Clearing for
Steven's Creek
53,922
N/A
permanent Sewer
Easement
6h. Total Buffer Impacts:
290'579
N/A
Page 7 of 13
PCN Form — Version 1.4 January 2009

6i. Comments:
Temporary impacts to the unmaintained riparian buffer total 236,657 sq ft.
Permanent impacts to the riparian buffer total 53,922 sq ft.
Mitigation will be assessed at a 3:1 ratio and will be achieved through payment to the NC Division of Mitigation Services
(NCDMS) In -Lieu Fee program. Conditional NCDMS acceptance is attached (Attachment F). Project engineer GHD will
coordinate the mitigation payment.
Page 8 of 13
PCN Form — Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
To avoid and minimize the impacts to the jurisdictional waters of the U.S., the Steven's Creek Trunk Sewer was delineated
after receiving the original sewer line alignment and the alignment was adjusted based on the delineation results. No stream
impacts are proposed.
All disturbances from sewer line construction will be greater than 104 from parallel streams' top of bank. The permanent
easement will be 20-ft wide in areas where the proposed sewer crosses jurisdictional waters; however, permanent
maintenance of that easement will only occur within a 10-ft corridor about the sewer alignment, further reducing impacts. The
permanent easement will be 40-ft wide in the location of impact W1 which is in the footprint of a currently existing 40-it wide
permanent easement. As such, permanent wetland impacts (W1) will be limited to a 10-ft wide construction corridor about the
sewer alignment. Wetland crossings have been minimized to the maximum extent practicable, as only 0.011 ac. of wetlands
will be permanently impacted by this project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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. 4133. All permanent maintained sewer easements in wetlands will be marked in the field to avoid
clearing beyond the established limits. Temporary wetland disturbances will be returned to original grade and will be stabilized
and seeded with native wetland seed mixes. Temporary disturbances in forested riparian buffers will include replanting
appropriate native riparian shrub and trees species. All temporary fills in waters of the U.S. will be removed immediately
following construction activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
0 Yes No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
® Payment to in -lieu fee program
0 Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose One
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Quantity:
Quantity:
Type: Choose One
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
Page 9 of 13
PCN Form —Version 1.4 January 2009

4a. Approval letter from in -lieu fee program is attached.
Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
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 Perrnittee 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 . No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Clearing for permanent
sewer easement
53,922
3 (2 for Catawba)
161,766
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,
penmittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Mitigation will be achieved through payment to the NC Division of Mitigation Services (NCDMS) In -Lieu Fee program.
Conditional NCDMS acceptance is attached (Attachment F). Project engineer GHD will coordinate the mitigation
payment.
6h. Comments:
Page 10 of 13
PCN Form —Version 1.4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la.
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. No impervious surface
is to be constructed for the proposed project.
❑ Yes ®No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0 %
2b.
Does this project require a Stormwater Management Plan?
0 Yes ENo
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: This is a low density project with no
proposed
impervious surface.
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 localgovernment's jurisdiction isthisproject?
Charlotte, NC
❑ 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
HOW
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 11 of 13
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
r
Yes Q 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 I No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
Yes No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
Yes 10 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
ti
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.
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.
No new wastewater or sewage will be generated from this project.
Page 12 of 13
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 I 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 North Carolina Natural Heritage Program (NCNHP) Data Explorer on July
13, 2018 to determine the presence of any federally -listed, candidate endangered, threatened species, or critical habitat
located within the project area. Based on the NCNHP review, there are no records of federally -protected species within the
project limits
On July 25, 2018 CWS scientists conducted a pedestrian survey of the project area for habitat supportive of federally
protected species. A copy of the pedestrian survey report is attached (Attachment G). The proposed sewer will not cross
or impact Steven's Creek or Stream C, therefore there will be no impact to the Carolina heelsplitter, even though this
project is located within the Goose Creek watershed.
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 (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes': No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Correspondence was received from the NC State Historic Preservation Office on 8/17/18 (Attachment H). They were aware of
no historic resources that would be affected and had no comment on the project
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes No
8b. If yes, explain how project meets FEMA requirements:
No aboveground fill within the FEMA-100 year floodplain is proposed.
8c. What source(s) did you use to make the floodplain determination? FEMA Firm No. 3710550200K
12.20.19
Mr. Dan Zurlo
Applicant/Agent's Printed Name
Applicant/Agent's Signature (Agent's
Date
signature is valid only if an authorization letter
from the applicant is provided.)
Page 13 of 13
PCN Form — Version 1.4 January 2009

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT D:
Property Owner Information
December 30, 2019
CWS Project No. 2018-0154

Table 1: Owners by Parcel Table
Mecklenburg County
Owner Name(s)
Owner Address
Parcel Number
19505605
Robert and Stephanie
11913 STONEY MEADOW DR
Connors
MINT HILL NC 28227
19505176
City of Charlotte
600 EAST FOURTH ST
CHARLOTTE NC 28202
19505188, 19505131,
1111 METROPOLITAN AVE
19507368, 19508131,
Paris Family LLC, C/O: Keith
SUITE 775
19507395
Paris
CHARLOTTE NC 28204
CHARLOTTE REAL
4350 MAIN ST STE 201
19518515
ESTATE DEVELOPMENT
LLC
HARRISBURG NC 28075
MINT HILL COMMONS
4350 MAIN ST STE 201
19518212
COMMUNITY
ASSOCIATION INC
HARRISBURG NC 28075
19507114
SHARON LYNETTE
3400 BEECHMINT DR
SAMPLES
CHARLOTTE NC 28227
19518211
Alejandro and Bridget
6731 HOLLOW OAK DR
Salguedo
MINT HILL NC 28227
19507336
Thomas and Sharon Barnes
3225 SAVANNAH HILLS DR
MATTHEWS NC 28105
For owner contact information contact Lindsay Diazl (GHD Engineering) at
704-378-8757 or [e-mail]

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT E:
December 30, 2019
CWS Project No. 2018-0154
Construction Plans and Impact Figures

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DESIGN COMPANY: GHD CONSULTING SERVICES INC.
ADDRESS: 222 S. CHURCH STREET, SUITE 400, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: -
SURVEY COMPANY: LAWRENCE ASSOCIATES
ADDRESS: 106 W. JEFFERSON STREET, MONROE, NC 28112
PHONE:[phone]
DATE SURVEY COMPLETED: NOVEMBER 20, 2018
GEOTECHNICAL COMPANY: JOEL E. WOOD & ASSOCIATES
ADDRESS: P.O. BOX 296, CLOVER, SC 29710
NONE: [phone]
DATE COMPLETED: OCTOBER 20, 2018
CONTRACTOR:
ADDRESS:-
PHONE:-
INSPECTOR: -
INSIDE CHARLOTTE:YES (A NO:
TOPO 110: 138
CHARLOTTE
WATER
CHARLOTTE, NORTH CAROLINA
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
STEVENS CREEK TRUNK &SEWER
PHASE 2
INDEX OF SHEETS
SHEET NO.1
COVER SHEET
SHEET NO'2
GENERAL NOTES AND MANHOLE SCHEDULE
SHEET NO.3
KEY MAP
SHEET NO
PLAN AND PROFILE STA AD+90 TO STA A9+DO
SHEET NO
PLAN AND PROFILE STA A9H00 TO STA A18+00
SHEET NO
PLAN AND PROFILE STA A38+00 TO STA A27+00
SHEET NO
PLAN AND PROFILE STA A27+00 TO STA A36+00
SHEET NO
PLAN AND PROFILE STA A36+00 TO STA A44+00
SHEET NO.9
PLAN AND PROFILE STA BO+00 TO STA 68+00
SHEET NO. 10
PLAN AND PROFILE STA B8+00 TO STA 817+00
SHEET NO. 11
PLAN AND PROFILE STA B37+00 TO STA B25+07.90
SHEET NO.12
PLAN AND PROFILE STA CD+00 TO STA C5+73.04
SHEET NO. 13
CHEVAL PUMP STATION DEMOLITION PLAN
SHEET NO. 14
MINT HILL PUMP STATION DEMOUTION PLAN
SHEET NO. 15
MANHOLE DETAILS (SHEET 1 OF 2)
SHEET NO. 16
MANHOLE DETAILS (SHEET 2 OF 2)
SHEET NO. 17
241N. MANHOLE FRAME AND COVER DETAILS
SHEET NO. 18
SEWER DETAILS (SHEET l OF 2)
SHEET NO. 19
SEWER DETAILS (SHEET 2 OF 2)
SHEET NO.20
EROSION CONTROL NOTES
SHEET NO. 21
EROSION CONTROL DETAILS (SHEET I OF 4)
SHEET NO.22
EROSION CONTROL DETAILS (SHEET 2 OF 4)
SHEET NO.23
EROSION CONTROL DETAILS(SHEET 3OF 4)
SHEET NO.24
EROSION CONTROL DETAILS (SHEET 4 OF 4)
SHEET NO.25
FENCE DETAILS
SHEET NO. 26
PLANTING PLAN
SHEET NO.27
PLANTING PLAN
SHEET NO.28
PLANTING PLAN
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GHD PROJECT NO.: 1114 299
1
GHD Conalitilq Sarv'xza Inc.
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100%DESIGN
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVAL SEAL
N.0 P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
MATERIAL
8'
571'
PVC
8"
57'
DIP
12-
4317'
PVC
TOTAL NO. OF MANHOLES: 24
TOTAL NO. LOTS SEWED:XX
PROJECTNAME: SANTTARYSEWER
SYSTEM IMPROVEMENTS
STEW NS CREEK TRUNK SEWER- PHASE 2
JOB NO: ]030700D47-17-503
DATE OF ACTIVATION:
DATE AS BUILT: BY:

GENERAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE MTH CHARLOTTE WATER STANDARDS,
SPECIFICATIONS. AND CONTRACT DOCUMENTS,
2. ALL ELEVATIONS REFER TO DATUM NAW88.
3. THE CONTRACTOR SHALL OBTAIN ALL ADDITIONAL PERMITS NECESSARY NOT PROVIDED IN
CONTRACT DOCUMENTS AND FURNISH COPIES TO THE ENGINEER FRION TO CWMENONG
WORK.
4. THE CONTRACTORS WORK AREA SHALL BE CONFINED TO THE LIMITS OF THE RIGHT-OF-WAYS
AND EASEMENTS. THE COAT, CTW SHALL OBTAIN ANY ADDITIONAL EASEMENTS OR WORK
RELEASES SHOULD THE CONTRACTOR REWIRE ADDITIONAL AREA TO ACCOMMODATE HIS
OPERATIONS A COPY OF WRITTEN AGREEMENTS STALL BE FURNISHED TO CHARLOTTE WATER.
S. THE CONTRACTOR SHALL PROVIDE MAINTENANCE AND PROTECTION OF TRAFFIC IN
ACCORDANCE MTH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCU) AND NCOOT
STANDARDS AND DRAWINGS FOR WORK ZONE TRAFFIC CONTROL
6. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE
PLANS AND PROFILES ARE APPROXIMATE. OTHER UNDERGROUND UTIUTIES NOT SHOW MAY
BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM SOFT -DIGS TO VERIFY THE LOCATION
AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED
OR REWIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE PIPE LAYING
OPERATION AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE WRING
CONSTRUCTION AND TO DETERMINE REWIRED CHANGES IN GRADE NECESSARY TO INSTALL
THE SEWERMAIN TO AVOID CONFCTS
ME CONTRACTOR SHALL INSTALL THOSE MEASURES REWIRED TO LIMIT EROSION OF AREAS
DISTURBED BY THE WORK. CLEARING SHALL BE PERFORMED TO THE EXTENT SHOMR OR ON
AN AS NEEDED BASS WHICHEVER IS LESS PHASED TO REDUCE EROSION POTENTIAL AND
VOCAL IMPACT.
8. BIASTNC MM ONLY BE PERMITTED IN ACCORDANCE WTH THE CONTRACT DOCUMENTS
9. ONLY CHARLOTTE WATER SHALL OPERATE EXUSMNG VALVES AND FIRE HYDRANTS
10. ALL SEVER PIPING LESS THAN S-T OF COVER SHALL BE DUCTILE IRON. CONTRACTOR
MALL NOTIFY ENGINEER AND OWNER OF ANY CHANGES TO DESCH.
11. MINIMUM PIPE SEPARATION: 10' HORIZONTAL SEPARATION OR 18' WRTCA SEPARATION
SHALL BE MAINTAINED BETWEEN WATER MAINS OVER SEWER MAINS. WHEN WATER MAINS ARE
BELOW SEWER MAINS OR THE ABOVE MINIMUM SEPARATION CANNOT BE MAINTAINED, DUCTILE
IRON PIPE SHALL BE USED FOR BOTH MAINS TO 10' ETHER SIDE OF CROSSING AND ALL
ALONG THE LENGTH OF MAINS M OE MINIMUM SEPARATION CANNOT BE MAINTAINED.
12 IF THE MATERIAL AT THE DESIGN GRADE IS UNSUITABLE AS DETERMINED BY THE ENGINEER,
THE CONTRACTOR, MEN ORDERED IN WRITING, SHALL EXCAVATE ADDITIONAL MATERIAL TO
THE DEPTH NECESSARY AND SHALL BACKFIM TO THE PROPOSED GRADE WITH SELECT
GRANULAR BACKFU MATERIAL
13. THE CONTRACTOR SHAH NOT" THE OWNER OF ANY UTILITY POLE IN ADVANCE OF ANY
IXCAVATW WORK THAT WILL TAKE PUCE WITHIN 5'-T OF THE UTUTY POE. THE
CONTRACTOR SHALL INCLUDE THE COST OF TEMPORARY POLE SUPPORT IN THE APPROPRATE
BID ITEM. WHERE UTILITY POLES ARE REWIRED TO BE SUPPORTED DURING CONSTRUCTION,
THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE UTIUIY COMPANY
(DUKE POWER).
14. IF MATERIALS ARE ENCOUNTERED WRING THE CONSTRUCTION THAT ARE SUSPECTED OF
BUNG CONTAMINATED, THE COMI SHALL IMMEDIATELY NOTIFY WE NCOEO FOR
DIRECTION REGARDING TESTING, SEPARATION, CONTAINMENT AMID DISPDSAL PROCEDURES.
15. IF A PROPOSED SEWER CONVICTS WITH A SUBSURFACE OBSTRUCTION AND WHEN THE
MINIMUM DOWN CANNOT BE MAINTAINED BY GONG ABOVE THE OBSTRUCTION. THE
CONTRACTOR SMALL INSTALL THE SANITARY SEWER BELOW THE DESTRUCTION MAINTAINING
THE APPROPRIATE SEPARATION AND GRADE.
16. CONTRACTOR SHALL REPAIR ALL TRENCH EXCAVATIONS IN TRAWUO AREAS INCLUDING
ROADS, DRIVEWAYS, SIDEWALKS AND PARKING AREAS TO MEET OWNER'S REQUIREMENTS
17. THE USE OF EESTING FIRE HYDRANTS FOR ANY REASON IS PROHIBITED WITHOUT PRIOR
APPROVAL AND PERMITTING OF CHARLOTTE WATER.
1& THE CONTRACTOR SHALL SUBMIT IN ACCORDANCE MTH CONTRACT DOCUMENTS PROCEDURES
FOR TESTING OF THE SEWER TO THE ENOWER FOR APPROVAL
19. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALL( INSPECTION. THE
CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO
THE ENGINEER THAT ALL EQUIPMENT OPERATES AS REWIRED.
2U. TO FACIUTATE INSTALLATON OF THE NEW SEWER AND APPURTENANCES THE CONTRACTOR
SHALL REMOVE AND REINSTALL, OR RELOCATE EXISTING MAILBOXES, SIGNS, WIDE RAILS, OR
OTHER STRUCTURES AND OBSTACLES ENCOUNTERED DURING THE WORK, NO SEPARATE
PAYMENT SHALL BE PAID FOR THIS WORK.
21. ALL OPEN EXCAVATED AREAS STALL BE ADEQUATELY MARKED. SECURED WTH TEMPORARY
FENDING WTH A MINIMUM HEIGHT OF 6 FEET, AND/W COVERED WTH STEEL PLATE AT THE
END OF EACH WORK DAY.
21 CONTRACTOR SHALL REMOVE AND REPLACE CURBS SIDEWALKS, DRIVEWAYS MAILBOES, ETC.
TO UKE KIND CONDTON W BETTER AS NECESSARY TO ACCOMMODATE CONSTRUCTION OF
THE PROPOSED UTILITIES HERE IN.
23. THE CONTRACTOR IS SPEOFICALLY CAUTIONED THAT THE LOCATION AND/ON ELEVATION OF
EXISTING UTILITIES AS SHOWN W THESE PUNS IS BASED W RECORDS OF THE VARIOUS
UTIUTY COMPANIES AND FIELD MEASUREMENTS ME CONTRACTOR MUST CONTACT AL
APPROPRIATE UTILITY COMPANIES AT LEAST A 3 WORKING DAY NOTICE PRIOR TO MY
EXCAVATION TO REQUEST DETAILED FIELD LOCATON OF EACH UTUTY. THE CONTRACTOR IS
RESPONSIBLE TO CONTACT NORTH CARWNA 511 AT 1-8UD-632-4949 OR 811 FOR UTILITY
MARK OUT PRIM TO THE START OF ANY EXCAVATION WORK W THIS PROJECT.
24. ME CONTRACTOR SHALL VERIFY ALL DIMENSIONS PERTINENT TO THE WORN OF THE
CONTRACT. NO ALLOWANCE SHALL BE MADE ON BEHALP OF THE CONTIU CTON FOR ANY
ORION OR NEGLECT W HIS PART.
25. ALL SURFACES DISTURBED BY THE CONTRACTOR WHICH ARE OUTSIDE THE WORK UNITS OR
WORK SCOPE, OR ARE SURFACES DISTURBED MTHOUT PRIM AUTHORIZATION BY THE
ENGINEER. SHALL BE RESTORED TO ORIGINAL CONDITIONS OR BETTER, AT THE CWTRACTOR'S
EXPENSE.
26. CONTRACTOR SHALL FIELD LOCATE ALL SEWER LATERALS, WATER SEANCES AND OTHER
SERMCES PRIM TO CONSTRUCTION. CONTRACTOR SHAM REPAIR ANY DAMAGED SEWER
LATERALS, WATER SRWCES. AND OTHER SERVICES AS A RESULT OF CONSTRUCTION AT HIS
OWN EXPENSE.
27. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY, MTHWT INTERRUPTION TO
EASING SANITARY SERVICES THE CONTRACTOR SHALL UPUZE APPROVED BYPASSING
TECHNIWES IN ORDER TO PERFORM SAID WORK UNDER SAID CONDITONS. ALL PROPOSED
BYPASSING TECHNIQUES AND EWIPMMT SHALL BE SUBMITTED TO THE ENGINEER FOR
RENEW AND APPROVAL PRIM TO THE START OF THIS WORK. THE COST FOR THIS WORK
SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THIS PRCECT. NO ADDITIONAL
COMPENSATION MU- BE PROVIDED FOR THIS WORK.
20. IN THE EVENT THAT A SERWCE MUST BE INTERRUPTED. THE CONTRACTOR SHALL BE SOELY
RESPONSIBLE TO NOTIFY THE RESIDENT OF BALD INTERRUPTION. IN NO CASE SHALL ANY
SERVICE BE INTERRUPTED FOR MORE THAN 6-HOURS, AND IN NO CASE SHALL THE
INTERRUPTION EXTEND BEYOND THE END OF THE WORKING DAY. IN THE EVENT THAT MY
INTERRUPTION CONTINUES FOR MORE THAN 6-HOURS, THE CONTRACTOR SHALL PROVIDE
TEMPORARY SERVICES. NO ADDITIONAL COMPENSATION MM BE PROVIDED FOR WORK
ASSOCIATED WITH ALL SUCH TEMPORARY SERVICES
29. WHEN WORK INCLUDED UNDER THIS PROJECT, AS INDICATED BY THE PROJECT CONTRACT
DOCUMENTS, REWIRES THE REMOVAL OF EXISTING PAVED SURFACES TO INCLUDE BUT NOT
BE UMITEI TO. ROADWAYS. DRIVEWAYS, SIDEWALKS, AND PARKING LOTS THE CONTRACTOR
MAU BE REWIRED TO SAW -OUT THE UNITS OF THE PROPOSED EXCAVATION PRIOR TO
EXCAVATION OF SAID AREA. THE CONTRACTOR STALL BE REWIRED TO PROVIDE AND
MAINTAIN TEMPORARY RESTORATION OF ALL SUCH AREAS. UNTIL PERMANENT RESTORATION
IS PROVIDED. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR ALL SUCH SAW
CUTTING AND TEMPORARY RESTORATION.
W. SUBSURFACE INVESTIGATIONS NAVE BEEN PERFORMED IN THE AREAS IN WIN WORK IS
PROPOSED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF ANY
ADDITIONAL SUBSURFACE INVESTIGATIONS ARE NECESSARY. NO ADDITIONAL COMPENSATION
WILL BE PROVIDED FOR ANY SUCH WORK. IN THE EVENT THAT TRENCH EXCAVATION BECOMES
DIFFICULT WE TO THE MATERIAL ENCOUNTERED, THE ENGINEER SHALL DETERMINE WHETHER
ADDITONN- COMPENSATION SHALL BE PROVIDED FOR ALL SUCH EXCAVATING. THE
CONTRACTOR SHALL ROPER TO THE PROJECT MELTFICATWS FOR FURTHER INTERPRETATION
OF WHEN SUCH ADDITIONAL ALLOWANCES RILL BE MADE, AND WHAT IS CONSIDERED 'ROCK'
EXCAVATION.
31. UNDER THIS PROJECT, THE CONTRACTOR SHALL BE RESPWSBUE TO RESTORE. ACCORDING
TO THE PLANS AND SPECIFICATONS ALL AREAS DISTURBED AS A RESULT OF HIS KIRK.
M IN ALL CASES WHERE THE PLANS AND SPECIFICATIONS VARY, THE SPECIFICATIONS SHALL
PREVAIL, UNLESS OTHERWISE ORDERED BY THE ENGINEER.
33. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR, TO THE EXTENT SPECIFIED BY ME
ENGINEER. ALL DAMAGED PAVEMENT AREAS (WTSIDE THE LIMITS OF EXCAVATION) DAMAGED
AS A RESULT CF HIS NCR ANY CP HIS REPRESENTATVES) OPERATIONS. NO ADDITIONAL
COMPENSATION RILL BE PROVIDED FOR ALL SUCH WORK.
34. CONSTRUCTION SHALL BE IN ACCORDANCE MIN THE RULES AND REGUUTONS FOR STATE,
COUNTY AND CITY.
W. ALL SEVER MAINS SHALL MAINTAIN ME MINIMUM SEPARATION REWIREMENTS AS SET FORTH
BY THE NCDEO STANDARDS. CHARLOTTE WATER AND SEWER PGICIES. PROCEDURES
STANDARDS AND SPECIFICATIONS MANUAL MOST RECENT EDITION,
36. ALL PAVEMENT MARKINGS SHALL BE RECORDED BY THE CONTRACTOR PRIM TO THE START
OF CONSTRUCTION AND REPLACED TO PRE CONSTRUCTION LAYOUT AS APPROVED BY THE
ENGINEER AND OWNER. (IF NECESSARY)
37. THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT IN
ACCORDANCE MTH THE REQUIREMENTS OF DIMSON 11 - WORK ZONE TRAFFIC CONTRW OF
THE NEWT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND TOWN OF MINT
HILL STANDARDS AS THEY APPLY.
38. PRIOR TO THE START OF ANY CONSTRUCTION PHASE ALL PROPOSED MAINTENANCE AND
PROTECTION OF TRAFFIC RELIED WORK SHALL BE COMPLETE. THIS INCLUDES. WHERE
APPUCABLE, AL SONS, PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS
ETC.). PAWMEOIT MODIFICATION AND OTHER RELIED WORK.
39. THE CONTRACTOR SHALL POST WANING SONS AT ALL APPROACHES TO THE PROJECT AND
AT CONSTRUCTOR ENTRANCES THE CONTRACTOR STALL PROVIDE RAG MEN WHEN AND
MIRE NECESSARY.
40. CONSTRUCTION INGRESS AND EGRESS - THE CWERACTOR SHALL KEEP M A MINIMUM THE
MOWMENT OF CONSTRUCTON VEHICLES AND EQUIPMENT IN AND OUT OF DE91314ATED
TRAVEL LANES ONLY NECESSARY OR AUTHORIZED WHILES AS DETERMINED BY ME
ENGINEER. SHALL BE ALLOWED TO ENTER THE NARK AREA.
41. PUBUC INGRESS AND EGRESS
A. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING PARKING LOTS AND DRIVEWAY
ENTRIES AT ALL TIMES
B. THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WIN PROPER ACCESS AND
MINIMUM WIDTHS FOR THEIR DRIVEWAYS ACCORDING TO THE PRICY AND STANDARDS
FOR ENTRANCES TO STATE HIGHWAYS AND SHALL MAINTAIN THEM THROUGH ALL
PHASES OF WORK AND SHALL DELINEATE THESE BY MEANS OF SONS CONES. AND/W
DRUMS
C. M OE DIRECT ACCESS TO DRIVEWAYS IS NOT POSSIBLE WE TO NECESSARY
CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL PLAN ALTERNATE MEANS OF
ACCESS AND SUBMIT SUCH PLANS TO THE ENGINEER AND CITY OPW FOR RENEW
BEFORE OPERATIONS COMMENCE
42 PORTIONS OF THIS ALIGNMENT PASS THROUGH EASTINC ACTW NORM PASTURES WHEN
WORK IS PERFORMED IN TITS AREA UNITS OF CONSTRUCTION SHOULD BE ADEQUATELY
FENCED AND PROTECTED TO PREVENT THE ENTRY OF ANIMALS ON ALL SIDES OF ME WARN,
THIS INCLUDES ANY TRAVERSING ACROSS EASEMENTS.
43. CONTRACTOR SHAM RESTORE EXISTING FENCES UNLESS SHOWN DTHERWSE. WTH EWAL OR
BETTER MATERIALS MIEN TEMPORARY FENCING IS REMOVED.
STEVENS GREEK PHASE 2 MANHOLE
SCHEDULE
MH NAME
STATION
MH TYPE
SIZE Q MATERIAL
RIM
COVER TYPE
FRAME
rA- 011
1, FJ.VD
, I E
6@L60
1E:1 `JELL)
IYPF N
MH-02
A4+12.24
PRECAST
4W CONCRETE
655.24
(WATERTIGHT)
TYPE B
MH-03
A8+15.95
PRECAST
4W CONCRETE
566.68
(WATERTIGHT)
TYPE B
MH-04
A11+57.72
PRECAST
CO CONCRETE
672.3E
(VENTED)
TYPE B
MH-05
A13+74.50
PRECAST
4'e CONCRETE
674.0
(WATERTIGHT)
TYPE B
MH-05
A17+81.19
PRECAST
4I CONCRETE
673.61
(WATERTIGHT)
TYPE B
MH-UT
A20+19.83
PRECAST
4'W CONCRETE
5M.95
(WATERTIGHT)
TYPE B
MN-08
AU+62.94
PRECAST
4A CONCRETE
6B23B
(VENTED)
TYPE B
M11-09
A2H89.41
PRECAST
4Y CONCRETE
ROBS
(WATERTIGHT)
TYPE B
MH-10
A27+47.88
PRECAST
4'W CONCRETE
691.22
(WATERTIGHT)
TYPE B
MH-11
A `SZ39
PRECAST
41 CONCRETE
6B&53
(WATERTIGHT)
TYPE B
MH-12
A31+98.16
PRECAST
♦o CONCRETE
W12
(WATERTGHT)
TYPE B
W-13
A3X09.19
PRECAST
4' CONCRETE
W."
(VENTED)
TYPE B
MH-14
A 60.14
PRECAST
4'0 CONCRETE
6B&T
(WATERTIGHT)
TYPE B
W-15
ASB+49.57
PRECAST
4'W CONCRETE
590.13
(WATERTIGHT)
TYPE B
MH-15
A41+31.69
PRECAST
4Y CONCRETE
591"
(WATERTIGHT)
TYPE B
MH-19
A43+17.40
DOGHOUSE
4'W CONCRETE
694.53
(VENTED)
TYPE B
MH-15
M !IZW
PRECAST
4'0 CONCRETE
59519
(WATERTIGHT)
TYPE B
MH-19
AIS+72.49
DOGHOUSE
4Y CONCRETE
696.4E
(WATERTIGHT)
TYPE B
W-20
C1+11112
PRECAST
4'W CONCRETE
73232
(WATERTIGHT)
TYPE B
MH-D
C1+7&12
PRECAST
4'0 CONCRETE
727.52
(WATERTIGHT)
TYPE B
MH-22
C2+SSI2
PRECAST
4'W CONCRETE
I 72&M
(WATERTGHT)
TYPE B
MINI
C2+79.95
PRECAST
4Y CONCRETE
731.04
(WATERTIGHT)
TYPE B
MH-M
C3+11.45
PRECAST
41 CONCRETE
7S&96
(WATERTIGHT)
TYPE B
MH-ZS
C5+3325
PRECAST
4Y CONCRETE
74&36
(VENTED)
TYPE B
ABBREVIATIONS
ABD
ABANDONED
ADWROX
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APPROXIMATELY
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-
GAAI
EL
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MN
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SANITARY BETER
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se No N° STEVENS CREEK
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PROP. 12�_ PV - PROP. { OUT = 674.06._.
-J - _ PROP. 12" PVC SANITARY SEWER _ 00 80X _ PROPROP. C 6 _ -
P. F O OUT = 672. 672.49 - - --
._ PROP. [ IN = 670.60
. ._ 1 - __ - -. _ -. 00.80X PROP. IN
= 670.a0 I .._ ..
668.68 ... ... i
-- -' PROP. PL OUT = 668.48 `-- ' ---
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' R. g �T�T �1D� Q Z TEMPORARY PENCE AND FORM RELOCAIRMS
AS SPECIFIED AND IN �G��S - epO - �' •°' -_.. s" \ • \ __ CONTRACT DOCLAIII oRnANCE MTI
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FRAMER COVER - eae Know what%below. �G�.w RD9v1tl0
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PROPOSED 4
DIA. MANHOLE MH—fO
�. W/WATERRGHr `MA"`°"` CHARLOTTE WATER
FRAME R COVER WI CHARLOTTE, NORTH CAROLINA
E30e Ne ree Ne. STEVENS CREEK
a+ry
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avoriLe . w,
"'' PLAN AND PROFILE
Mrcc
STA A27+00 TO STA A36+00
As pJi Dole
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SEE SHEET 13 REGARDING LIFT
STATION DEMOLITION, DOGHOUSE
MANHOLES, MANHOLE AGANDONM£
AND TYING INTO EXISTING SEWER
£ OUT 683.69 r _
PROP. 12" PVC SANITARY SEWER'.
00.60X
PROP. [ IN. = 683.57
PROP[ OUT 683.37 I _
PROP. l2" PVC SANITARY SEWER, _
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ROPOSED I.," SANITARY SEWER
+ +
PROPOSED 4 \1'\ rR PROPOSED
MANHOLE MH-18WlIO
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PROPOSED I14 + ow. MH-17 W/VENTED - �r FRAME & CO O c
PROPOSED { - ,�'� FRAME Q COVER '
D/A. MANHOLE MH-14 PIA. MANHOLE MH-!5 •-S5958J/'W COVER
W/WAIERTIGNT W/WATERTIGHT ieewar wm manPuv 13
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NO PRIOR TO CONSniUCnON CONTRACTOR SHALL
FFIPAME d COVER *MK N11H PROPERTY OWNERS l0 PROVIDE
AS SPEgFlm AND NHRCNRD ES N11HD FO,tM OH5
/c CONTRACT OOWMENIS.
`\ •OW � GHDCmOuWng Seri Cas1EC.
mmmcmmm .400
Know what's below. cN.wNxc zmox usP
Call before you dig. u n1.. CI
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
,�; H' r„ No. STEVENS CREEK
PUN sGw, - AG' TRUNK SEWER PHASE 2
PEDIILF
PLAN AND PROFILE
v.n.
STA A36+00 TO STA A44+00

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;oe xo. EB. x,. STEVENS CREEK
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\ ry�,� PURPOSES ONLY
A.1 s+i
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CNR%LOTTE CHARLOTTE WATER
t Snady W6TER
/ Oak CHARLOTTE, NORTH CAROLINA
y t P p Ct
A_ \ Q •
r,. vo. STEVENS CREEK
> Luw•° TRUNK SEWER PHASE 2
Know what% below. E
ag Stirrup La \l\ Cali bolorn you dig. �.t PLAN AND PROFILE
STA 88+00 TO STA 817+00

10
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mwv. c drvc.--t—_ OX(.JV 1
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OLE
-
-.. S 25+07.90 b
I ING MANHO I THIS SHEET IS PROVIDED
FOR INFORMATIONAL
N W ..._--' : ' O .no Te --1 t— t _ PURPOSES ONLY
Z Wa
}}�� O �- e •C -
`L I / Q) I+ GHOc u to es
Know wha s below. °"'"l"ss ° 1nc'
___—' X.. 1 12 •••• _ + I g Callbeforeyou dig. T~im�ra491iow�aw..
_ `"°"`°"` CHARLOTTE WATER
W`TER
ID — — — CHARLOTTE, NORTH CAROLINA
Shady Oak CL o\ _ e _ e ;°. 'Re No STEVENSREEK
k"°° S
TRUNK SEWER PHASE 2
vury
PRDFILX
ttet
i PLAN AND PROFILE
�\ vH .
STA 917+00 TO STA 825+07.90

p
} -r-._-.. . _ __. -�-- � m- D'3ow„> nn -_. �+' �Gi3i`NE¢.N•<N' IrNy¢¢ �2li<�^lI -^M<�O<NN2o2�VC<har: �N,IO>4I2\\333I 'WOi.B.2C
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y�.NON � .. _ . as. SON PROP. "
PYC
SANITARY SEWER
PROP. E IN = 736.55
3¢¢
-
B,..PJc SpQ9: PROP. E OUT = 736.357 SC
+
102<WII - ..
PROP. IF IN 726.76-
_... PROP. OUT J26. "F30
_-
- - PROP. 8" PVC SANITARY SEWER L PROP H PVSANITARY SEWER I "' I"P°pc`l II
}- 00.00% - OS.00%
PROP. 8" PVC SANITARY SEWER I -f
00 40% PROP. E IN 723.44
720,j - - -- - - _ - �- PROP., ir OUT 723.24 1 -
I PROP. H" PVC SANITARY SEWER
08 ...
r
TL OUT = 717.76 _ PROP. EL IN
- PROP" PROP �1 N88 7i. 1 i PROP. k OUT = 7I8.52
_ n I - 18.52 a iFnl CONCRETE ENCASEMENT
PROP OUT = 718 32 L d IN SEE DETAIL SHEET 19
PROP. [ IN = 71852 PROP. 6" DIP SANITARY SEWER -
PROP. I OUT - 7r8.52 . O O.00%. --
jI C—O+50 Cb+00 UI UU C2100 y,, C4+Cc)
. W2: 0.057 ac. Temporary
clearing within construction A`
g , easement Area to be restored
ux, xl Ow
l0 pre -construction COfIdItiOf19. PROPOSED ! cwwoxPor mw xc
D/A. MANHOLE MN 25 re m es c i6 e
W�VENTED
" =PROPOSED / O �\. FRAME d' COVER
DIA. MANHOLE MH-21 O
7W, W�WATEROGHi '
y AME S CO R
Y d 9'P 10 %SI544'S6'W�
- �`;PROPD 6 ! Yi xOET 'I /382
7•itr. \DIAL MAN NN-2 SED 8' SANITARY SEWER 'Cp
x+ W/WATERTIGH _
".'FRAME R COVER '� f
Ns,r
_ \ PROPOSED ! 'I 572'28'10'W
D/A. MANHOLE MR-23 �
/JA W/WATERRGHT oErGwmuix
FRAME d COVER L rz �' 39 79'
socsl .-,BH-7 SED 8' SANIT"
I dd \\ i
P % 11 ,� °� PROPosm e=wm sm '19rm /- STAN,
.90 �c � / / a'`P EXSTNG7 MANNOLE�
EK NG MANHG�
�. `\ ile Nz gruL aEEI n - J y y C� / �pl•[ J J Q \ ti' 1. CONTRACTOR SNALL CORE NEW CONNECTION
•/ FOR PROPOMD NV T OUT AND PLUG
OAxpp '.'.'/ g BETAI wIEET IY o J C 7� ,� xort , OUT To PtnAP
-755 STATION. DISTNG STING PPE OUT SNAU- BE
S59'10'39'W `\ \ /-/ 4 DISCONNECM FROM MANHOLE PRIM TO
O57.00' // o /- Elvsml: WNT �,� PLUG AND REBUILDING INVERTS SEE
720 1PRO ED B" SANITARY�SFIIYE , ii ; iu wluoxAs \ CONNECNON DETAILS wM SNUT IB
1 A
"`PROPOSED 4 Y 0® .
VIA. MANHOLE MH-22
W/WArER7/GHT II
FRAME d COVER it
dPIA. MANHOLE
ANHOLE MN-24 P�NMR GHDConsm snxSery rocs Inc.
crapMxc zmoz0sn
\ WIWATERDGHT
572'S8'S3'W \ FRAME k COVER
62.50' 4
— ` PROPOSED 8 SANITARY SE WE W1: 0.009 ac. wARTT� CHARLOTTE WATER
� ; Permanent conversion CHARLOTTE, NORTH CAROLINA
to herbaceous wetland •
i ` due t0 sewer • ,Mn Ne N, FNo STEVENS CREEK
c I installation and
maintenance in 10-ft
Permanent
Know whars below.
Call before you dig.
PLAN
PROFILE
.i
A
TRUNK SEWER PHASE 2
PLAN AND PROFILE
maintenance corridor
STA CO+00 TO STA C5+73.04
b Buil
Dats
9 t
01
I A
P` � o. Date BY
Pe�l¢bn
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PROPOSED 4' DIA
PROPOSED B'
MANHOLE MH-Ia
SEE NOTE
SANITARY SEWER
1 BELOW
GO4' DIA
SE MANHOLE
DOGHOUSE
MN-19
MH-19
PROPOSED B'
SANITARY SEWER
EXISTING B' PVC
NOTE
PROPOSED 4' BA.SEE
1 BELOW
DOGHOUSE MANHOLE
MH-17
WATERTIGHT MASONRY
PLUG
EXISTING B' PVC
EXISTING r PVC
TO BE ABANDONED
EXISTING
MANHOLE
ABANDONED CHEVAL
PROPOSED B'
FT STATEN
SANITARY SEWER
FASTING 8' PVC
EXISTING TO BE ABANDONED
MANHOLE
WATERTIGHT MASONRY
PLUG
CHEVAL LIFT STATION MANHOLE CONFIGURATION ISOMETRIC
SCALE: NTS
PLAN
+� o
\`\\\
+
PROPOSED 4
+
DIAL DOGHOUSE MANHOLE
\
PROPOSED 4
UN-17 W/N'ATERTIGHT
DIA. MANHOLE MH-IH
`\FRAME d COVER
W/WATFRTIGHT
\
FRAME X COVER
PLUG PIPE WITH
LTERTHGHT MASONRY
MUG(TYP OF 2)
\4\"OPYK
�-IAuro%SD) Y SHNRA.PI SIIW
SEA. Y+30.27
¢� EXISTING MANHOLE a
\ SEE NO E
STA. 1+59.24 t ITELDW.
EXISTING MANHOLE
EXISTING CONCRETE
VALVE
VAULT I �\ t
\ � / � 4
ER_
GENERATOR ff
IMEVSTA STATIONIM CHOP$TAMWMi
molmsne �
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WETMLL
VAULT G \
VALVE
i VAULT
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\
BA, EXISTING
(" MISTING
GRAVEL }'Y riC tyJ
LIFT DEMO STATION LITION PLAN
SCALE: 1" = 10' WOMEN
PENCE To
REMAIN IN
PUCE
1. REMOVE TOP 3-FEET OF MANHOLE STRUCTURE. PUG PIPE WITHIN REMAINING STRUCTURE WTI
WATERTIGHT MASONRY PLUG FILL REMAINING STRUCTURE MTH PLOWABLE PILL AND BACKFlLL
MANHOLE STRUCTURE EASING MANHOLES SHALL REMAIN ACTVE UNTIL APPROVED BY
OWNER/ENGINEER FOR ABANDONMENT.
2. MANHOLES TO BE ABANDONED MU- FIRST HAVE BOTH INVERT AND EFFLUENT LINES PLUGGED
INSIDE TIE MANHOLE WITH WATERTGHT MASONRY. THE MANHOLE WI-1- THEN BE FILLED WTH
NON -COMPRESSIBLE MATERIAL (J57 STONE OR AN APPROVED EQUAL) TO A PONT THREE FEET
BELOW FINISHED GRADE ME REMAINDER OF WE MANHOLE SHALL BE BROKEN DOWN AND
REMOVED. MIEN THE EXCAVATION SHALL BE FLED TO FINISHED GRADE WIN SUITABLE SUL
AND COMPACTED IN PLACE. DISTURBED AREAS SHALL BE LANDSCAPED.
3. EXPOSED PIPE OF ABANDONED MAINS SHALL BE REMOVED TO A POINT NOT LESS THAN 1G-FEET
INTO ADJACENT BANKS. NNE REMAINING ENDS SHALL BE MUGGED WITH WATERTIGHT MASONRY.
PIPE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY DISPOSED.
4. CONCRETE PIERS OR DOLLARS LOCATED IN THE GREEK CHANNEL SHALL BE REMOVED
COMPLETELY. CONCRETE PIERS OR COLLARDS NOT LOCATED IN THE CREEK CANNEL SHALL BE
REMDVED TO A PUNT 3-FEET BELOW GRADE TIE EXCAVATION SHALL BE FILLED WTH SUITABLE
SUL AND COMPACTED.
TOP EL3
TOP EL 3 SEE WET WELL AND
697.23
697.23 DRY CHMBER NOTE 1
r7l
EL >
891 74 __
H
SEE NOTES
III
FU-I-
R 3
FILL
BBGO
® DEMO
OFOWABLE FILL
FmSnNG CHEVAL LIU STATION CONSTRUCTION SEQUENCE
1, IF SALVAGED EQUIPMENT AND MATERIALS ARE DAMAGED DURING REMOVAL OR TRANSPORT, TIE CONTRACTOR
SHALL REPLACE DAMAGED ITEMS WTH NEW ITEM OF IDENTICAL MAKE
2. C014MACTM IS ABASED TO MAKE A SHE VSHT TO THE PROJECT PRIOR TO SUBMITTING HIS BID PACKAGE. THIS
MAY BE COORDINATED BY CONTACTING CHARLOTTE WATER.
3. PRIOR TO ANY CEMWTION WORK ON TIE CHEVAL UFT STAnIXI, EXISTING SEWER MNNS. AND MANHOLES THE
CONTRACTOR MUST HAVE STEVENS GREEK PHASE II SANITARY SEWER INSTALLED. TESTED. CERTIFIED AND
ACCEPTED BY THE ENGINEER OWNER. AND REGULATORY AGENCIES FOR OPERATION.
4. PROVIDE BYPASS PUMPING OR PIPING AS REWIRED TO REMOVE THE EXISTING SEWER AND CONSTRUCT NEW
CONNECTION TO PROPOSED SEWER TRUNK.
5. MY WATER USED TO CUM TIE WET WELL THAT IS CONNECTED TO A PUBLIC, POTABLE WATER SYSTEM. THE
CONTRACTOR SHALL UTILIZE BACK ROW PREVENTION PROCEDURES AND REDUCED PRESSURE PRINCIPLE
BACKRDW DEACES APPROVED BY TIE ENGINEER. ALL CLEANING WATER MALL BE PUMPED TO DISCHARGE TO
WE NEW SANITARY SEWER TRUNK LINE CONTRACTOR TO PROVIDE CERTFICATgN THAT THE BACKFLOW DEACE
HAS BEEN TESTED.
6. REMOVE THE EXISTING WATER SERVICE AT THE WATER MAIN. INSTALL CM ON CORPORATION STOP, PLUG SERVICE
LINE AND TRANSPORT METER AND MITNGS TO CHARLOTTE WATER.
F%rnN. C1-IEVAL I IFT STATION DEMOLITION NOTES
1. CONTRACTOR SHALL MEET WITH TIE OWNER AT ME PUMPING STATOR SITE ONE -WEEK BEFORE SCHEDULED
DEMOUTON TO DISCUSS EQUIPMENT TO BE SALVAGED. OWNER WILL SALVAGE SEWAGE PUMPS. GENERATOR, AND
CONTROL PANEL
2 SITE DEMWTIOW REFER TO SPECIFICATIONS FOR ALL MATERIALS TO BE SALVAGED. CONTRACTOR IS RESPONSIBLE
FOR REMOVAL AND PROPER OFF -SITE DISPOSAL OF ALL REMAINING EQUIPMENT. CONDUIT AND CONCRETE
SMLCNRES AS SHOWN ON TIE DEMOLITION DETAIL ON -SIT: BURIAL OF REMOVED MATERIALS IS PROHIBITED.
3. ALL MATERIALS AND EQUIPMENT SALVAGED T9 CHARLOTTE WATER SHALL BE DELIVERED TO ME SEWER
MAINTENANCE YARD AT 41M WEST TYVDLA ROAD. SCHEDULE DELIVERY TIME WTH LIFT STATION SUPERVISOR
(STUART ROSENBERGER 704-432-4378). ALL MATERIALS REMOVED AND NOT SLLVACED TO CHARLOTTE WATER
SHALL BECOME TIE PROPERTY OF TIE CONTRACTOR AND SHALL BE REMOVED FROM THE GTE.
4. MATERIALS AND EQUIPMENT TO BE SALVAGED TO CHARLOTTE WATER INCLUDE ME FOLLOWING:
GENERATM
BACKRDW VALVE
• SCRUBBER UNIT
• GENERATOR TRANSFER SWTCH
• MAIN DISCONNECTS
5. ALL PIPING, WRING AND CONDUIT THAT IS LOCATED LESS THAN 3-FEET BELOW EXISTING GRADE AND/OR
PRE=E4STNG CONTOURS SHALL BE EXCAVATED AND REMOVED. PIPING. WRING AND CONDUIT LOCATED }FEET
OR MORE BELOW EXISTING CRANE AND/OR PRE-MSTING CONTOURS SHALL BE ABANDONED IN PLACE. TIE ENDS
OF ALL ABANDONED IN PLACE NANG AND CONDUIT SHALL BE PUGGED AND SEALED ACCORDING TO CHARLOTTE
WATER SPECIFICATIONS.
S. ALL WRING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM TIE SITE
7. TIE EASING POWER POLE METERS, AND SWITCHES ARE THE PROPERTY OF THE ELECTRICAL UTILITY. TIE
CONTRACTOR UNDER THIS CONTRACT WLL COORDINATE ME REMOVAL OF TIE ELECTRIC METER, AND ELECTRIC
SOILAGE REMAIN IN PLACE.
B. CONTRACTOR SHALL CONTACT DUKE ENERGY CAROUNAS DIVISION LINE FOR WKE ENERGY'S BUILDERS,
DEVELOPERS AND CONTRACTORS AND PROVIDE INFORMATION REGARDING WE POWER SUPPLY TO TIE PUMP
STAMENS. CONTRACTOR SHALL INCLUDE THE ACCOUNT NUMBER ADDRESS FOR TIE POWER SUPPLY AND/LIFE
METER NUMBERS. CONTRACTOR SHALL CONTACT DUKE ENERGY 14 DAYS IN ADVANCE PRIM TO REMOVING
POMFIL
9. EXISTING ELEVATIONS SHOWN ME BASED M AVAILABLE RECORD DRAWINGS. THEREFORE ELEVATIONS ME
CM90MM APPROXIMATE
10. CONTRACTOR SHALL DEMOLISH FIRST THREE FEET BELOW GRADE OF EXISTING VALVE VAULT AND WET WELL
PLOWABLE FILL SHALL BE UTUZED TO FILL REMAINING EXISTING STRUCTURES
WET MI I MO MY CHAMBER
1. REMOVE ALL EQUIPMENT, CONTROLS WRING. PIPING. AND ACCESSORY ITEMS FROM INSIDE ME EXISTING WET
WELL AND SALVAGE MATERIALS AS INDICATED ABOVE
2. REMOVE UNDERGROUND STEEL MY PUMP CHAMBER N WET WELL SHALL BECOME THE PROPERTY OF TIE
CONTRACTOR AND REMOVED FROM SITE AND PROPERLY DISPOSED,
3. EXCAVATE AND REMOVE MISTING CONCRETE WET WELL INCLUDING TOP SLAB AND WALLS EXCLUDING EXISTING
2e THICK BASE FOUNDATON THAT IS TO REMAIN IN PLACE.
l SACKFUL AND COMPACT EXCAVATION ACCORDING TO CHARLOTTE WATER SPECIMCATONS
5. REMOVE YARD HYDRANT, BAUOLOW PREVENTER. VALVES, PIPING. AND ENCLOSURE SALVAGE ITEMS SPECIFIED
ABOVE TO CHARLOTTE WATER.
6. REMOVE CONCRETE PADS.
7. REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CM PIPES TO BE ABANDONED IN PLACE
FROSON Comm NOTES
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSON CONTROL MEASURES AT 111E PUMP STATION SITE AS
SHOWN OR REWIRED FOR THE DEMOUTUN WORK.
2 CONTRACTOR SHALL INSTALL SILT FENCE AND INLET PROTECTION PROP TO LAND DISTURBANCE
3. CONTRACTOR SHALL MULCH, SEED AND FERTUM ALL DISTURBED AREA PER SPECIFlCAIMS.
A THE CONMUCTOR SMALL REMOVE ALL ERDSON CONTROL MEASURES AFTER THE WORK IS COMPLETE GRASS IS
ESTABUSHED, AND REMOVAL IS AUTHORIZED.
0IV ® .
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Wx WL°TEE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
Q
xe xR FM. NR STEVENS CREEK
a
PiAN Az xlRn TRUNK SEWER PHASE 2
Know what't below. PRCNLE
Call MGM you Ilig. CHEVAL PUMP STAAON DEMOUAON PLAN

1 y
DAMAGED
IT EWIPMENT ANT Of
IDEN ARE DAMAGED WRING REMOVAL OR 1RPNMMT, THE CONTRACTOR SHALL REPLACE
DAMAIaID ❑fM5 WITH NEW HEM tK IDENTCPL MN(E
2. CONTRACTOR IS ADVISED TO MAKE A SITE VIST TO WE PROJECT PRIM T SUBMITTING HIS BID PACKAGE THIS MAY BE
COORDINATED BY CONTACTING CHARLOTTE WATER.
1 F 3. PRIOR TO ANY DEMWTION WORK ON ME MINT HILL PUMP STATOR AND EXISTING KKR MANS AND MANHOLES. WE
y.ts I -- / ` CONTRACTOR MUST HAW STEVENS CREEK RASE II SANITARY SEWER INSTALLED, TESTED, CERT%ED AND ACCEPTED BY WE
---- '- �i - ENGINEER. OWNER, AND REGULATORY AGENCIES FOR OPERATOR.
4. PROVIDE BYPASS
PROPOSED SEWER TRUNK.
OR PIPING AS REWIRED TD REMOVE WE EXISTING KKR AND CONSTRUCT NEW CONNECTW TO
NMMLL X ➢ PJW 9iATCN
{ 1 N]IBPETIONL.TMAPR 5. ANY WATER USED TO CLEAN WE WET HELL THAT IS CONNECTOR T A PUBLIC, POTABLE WATER OWSYSTE10,V WE CONTRACTOR
Y B. PUW SRD'.OTL6VN WE E UTILIZE BACK ROW PREVENTION PROCEDURES AND REDUCED PRESSURE PRINCIPLE TACKROW DEVICES APPROVED BY
OTOCWALOTTE CONTRACTOR TO RONDEING CERTFlUTON THATEWE BAED W CKROW GE CEMNAS BEEN TO WE TESTEDNITARY SEWER TRUNK TINE.
CM AND AIR)
/ X 6. REMOVE THE WATER WATSERVICE AT WE WATER MAN. INSTNl CAP ON CORPORATION PU ON STI, PLUG SERVICE LINE AND
TRANSPORT / 1XANSPT METER AND FITTINGS T CHMLOTIE WATER.
GP AND AM
CONTROL / k.. IXSTHG OVERFLOW MNNHOL£ EXISTING MINT HIU PUMP STAMM DEMOUnOw NOTES
PANE. 1. CONTRACTOR SHALL MEET WITH THE OWNER AT WE PUMPING STATION SITE ONE -WEEK BEFORE SCHEDULED DEMOUTON T
X, DISCUSS EWIPMENT T BE SALVAGED. OMER WILLS SALVAGE SEWAGE PUMPS, GENERATOR, AND CONTROL PANEL
WET X I SITE DEMOUTON: REFER T SPECIFICATIONS FOR ALL MATERIALS T BE SALVAGED. CONTRACTOR IS RESPONSIBLE FOR
WELT Y ([� k' REMOVAL AND PROPER OFF -SITE DISPOSAL OF ALL REMAINING EWIPMENT, CONDUIT AND CONCRETE STRUCTURES AS SHOWN
PADY I I ON WE DEMWRON DEAL ON -SITE BURIAL OF REMOVED MATERIALS IS PROHIBITED.
CONCH y Y
1 ALL MATERIALS AND EQUIPMENT SALVAGED TO CHARLOTTE WATER SHALL BE DELLVERUA THE SEWERSENBE GER 70 43 YARD AT
/ E K OVERFLOW MANHOLE DRY
CH ALL NEST TYVDIA ROAD. AND
N OE OLGERY THE ARL LIE STATION ILL BECOME
(STUART(E PRRERTY OF WE THARACT43)6N
(BEE WE WELL AND DRY CHAMBER ALL MATERIALSREM REMOVED AND NOT SALVAGED T CHARLOTTE WATER SHALL BECOME THE PROPERTY M THE CONTRACIR AND
NOTE 9) MA11 BE REMOVED FROM WE SITE
VAULT r 1. NATFAIPLS AND EQUIPMENT TO BE SALVAGED T CHARLOTTE WATER INCLUDE WE FOLLOWING.
VALVE VE VAULT VAULT
MAGMEIEA
SEE NOTE 6 ENERGEIICT PUMP B'S5 �� CHECK VALVES
1 1 CONNECIKIN VAULT CHECK
VALVES
q SUMP PUMP
PUMP AROUND VALVE
CAP AND IHD INSTRUCAPACIMM BOATS
CMING CA PROBES
UFM1 '1 OVERHEAD
CABLES
DM]RHEAD PANELS
5. ALL PIPING WIRING AND CONDUIT THAT IS LOCATED PI IEA THAN 3-FEET C BELOW OCATD GRADE ORAND/ORMORE PRELOW EXISTING
CONTOURS SMALL BE EXCAVATED AND REMOVED. PIPING, WRING AND CONDUIT LOCATED 3-FEET A MORE BELOW PLACE
PIPING
I I MADE NDUIT PRE-EYISMNGPWG CONTOURS SHALL CC ABANDONED IN PLACE. THE ENDS HI ALL ABANDONED IN PLACE PIPING
� I - AND CONDUIT SHALL BE PWGGFO AND SEALED ACCORDING T CNPRLOIIE WATER SPECIFlCATONS.
I I. 6. ALL WRING SHALL BECOME WE PROPERTY OF WE CONTRACTOR AND BE REMOVED FROM WE SITE
L ). THE EKISTNG POWER POE. METERS AND SWITCHES ARE THE PROPERTY OF THE ELECTRICAL UTUTY. THE CONTRACTOR UNDER
THIS CONTRACT WILL COORDINATE THE REMOVAL OF 111E ELECTRIC METER, AND ELECTRIC SERVICE REMAIN IN PLACE
S CMTRACTM SHALL CONTACT DUKE ENERGY CAROUNAS DIVISION LINE FOR DUKE ENERGY'S BUILDERS, DEVELOPERS AND
1 1 p T v CONTRACTORS AND PROVIDE INFORMATION REGARDING THE RIMER SUPPLY T THE PUMP STATIONS CONTRACTOR MALL
INCLUDE THE ACCOUNT NUMBER ADDRESS FOR WE POWER SURLY AND/M METER NUMBERS CONTRACTOR SHALL CONTACT
i 1 " IXISTNC O/ERFLOY DUKE ENERGY 14 DAYS IN ADVANCE PRIM T REMOVING RIMER
MANHOLE 9. EASTNG ELEVATIONS SHOWN ARE BASED ON AVAIABIE RECORD DRAWINGS THEREFORE ELEVATIONS ARE CONSIDERED
(SEE WE WI31 AND DRY APPROMMAM
I' CFMMBR NOTE 9)
I'1 10. CONTRACTOR SHALL DEMOLISH FIRST THREE FEET 9ELOW GRADE OF EXISTING VALVE VAULT AND MET HELL. PLOWABLE FILL
_ _ _ SHALL BE UTIUZED TO FILL REMAINING EXISTING STRUCTURES.
- - PUMP STATION SPILL
I CONTAINMENT WIN T
BE FILLED TO GRADE NET WE AND oar CHAMBER
1. REMOVE ALL EQUIPMENT. CONTRDIS, WIRING. PIPING. AND ACCESSORY ITEMS FROM INSIDE ME EXSTING WET WELL AND
SALVAGE MATERIALS AS INDICATED ABOVE
Z REMOVE UNDERGROUND STEEL DRY PUMP CHAMBER R NET WILL SHALL BECOME THE PROPERTY OF WE CONTRACTOR AND
REMOVED FROM SITE AND PROPERLY DISPOSED.
MINT HILL COMMONS DEMOLITION PLAN 3. EXCAVATE AND REMOVE EXISTNG CONC E E WET W 1L. INCLUDING TOP SAS AND WALLS EXCLUDING EXISTING 24' THICK BAY
SCALE: 1" = 10' FOUNDATION THAT IS T REMAIN IN PLACE.
4. BACKRLL AND COMPACT EXCAVATION ACCORDING T CHARLOTTE WATER SPECIFICATIONS.
5. REMOVE YARD HYDRANT. BACKROW REVENTER. VALVES PIPING, AND ENCLOSURE SALVAGE ITEMS SPECIFIED ABOVE TO
CHARLOTTE WATER,
MCP EL 3 751.23 TOP EL 4 75I'm
YE NET KILL AND 6. REMOVE CONCRETE PADS
TRADE EL 2 )50.39 DRY CHAMBER NOTE 1 ). REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CM PRIES TO BE ABANDONED IN PLACE.
_ B. ENTIRE 2'"' ELffRGANCY PUMP COLLECTION VAULT TO BE REMOVED AND SALVAGED.
9. OVERFLOW MANHOLES SHALL BE DEMOUSHED PER WE DEMOUPON PUMP STATION BECTION.
3 GRADE EL S 750.65 Ro9W CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTRW MEASURES AT WE PUMP STATION SITE AS SHOWN OR
REWIRED FOR WE DEMOUTON WORK.
L CONTRACTOR SHALL INSTALL SILT FENCE AND INLET ROTECTM PRIM T LAND DISTURBANCE
F Yf NOTES 3. CONTRACTOR SHALL MULCH, SEED AND FRTUZE ALL DISTRBED AREA PER SPELFICATIONS.
A THE CONTRACTOR STALL REMOVE ALL EROSION CONTROL MEASURES AFTER THE WORK IS COMPLETE, MASS IS ESTABLISHED,
AND REMOVAL IS AUTHORIZED.
0100. � GHDConsuMO°ServimSlna.
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ROWABLE FILL j
W6TER CHARLOTTE, NORTH CAROLINA
RAVEL Et : )28'B0 Fee
_ Job NO. F.. No. STEVENS CREEK
' soa..
PAN TRUNK SEWER PHASE 2
Know what's below. PROFILE -
C811 bef mm you dig. Y.� MINT HILL PUMP STATION DEMOLITION PLAA
PUMP STATION DEMOLITION —SECTION A. WIN To..
NOT TO SCALE I B ) 1 JA 1 N a.a a
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AND Mur RE m ADNw-r sMPm
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0. s' No. MWEIER MWINNEB SARI IYVE ICn1K1! NNLS
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R3 SHIM CNucti S[rel Buk 4W
T17M 024910PUSO
TIi0C3034919 Wwrw.9B6wm
D...LETTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
xe xo. EM N,. STEVENS CREEK
PLAN s<MN An TRUNK SEWER PHASE 2
vRM LE
Nrs MANHOLE DETAILS
(SHEET I OF 2)

GROUA
z:m
TOP VIEW
GROUNI
NOTE.
1. ALL MARKER POSTS SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS
MANHOLE MARKER DETAIL
C P
A S F
U E E
T W E
I E I
0 R N
N E
wfeelmr.
LABEL DETAILS
NEWW 2 ON D�IP10 Q1,9fIE Y AAO WIPIELT fAPPIX IMGR 5£
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NOTES, N eRE (TYP.) 1RA(1ICU¢ (TIP.)
1. TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.
TRACER WIRE SHALL BE INSTALIED WEDTATFLY
EN ADJACT TO THE SEWER PPE TRACER WIRE SHALL
BE FASTENED TO THE PPE NTH ZIP TIES AT 10 FOOT FEW ROW
INTERVALS. —� —
2. TRACER WIRE SHALL BE SOLD COPPER NO. 12 GAUGE
WITH SEWER dI1FALL si, YAwIwE PRfAa
JD MILS GREEN HOPE NSULATION. —... g /
� �...
� STREAM �... �... _..._�
STREAM
N ED D
4' TD 3'
WANOxa TAPE
1Mf£A WOE
WAW@Na TAPE
1RAD7R WOE
1Y
I� T
STREET VIEW — GRAVITY SEWER TRACER WIRE
PUW VIEW
SECTION VIEW
(1
1PAGA ��
GROUND ROD CLAMPa
3 m VIEW
GRAVITY SEWER MAIN & MANHOLE MARKER
SECTION VIEW
NOTES:
1. TRACER WIRE SHALL BE AM NO. 12 GAUGE SOLD COPPER WITH 30 MILS GREEN HOPE INSULATION.
2 FOR GRAVITY MAIN AND OR LATERAL INSTALLATIONS LESS THAN 8 FEET. THE TRACING WERE SHALL BE
ATFACHED TO THE PPE TRACER WIRE SHALL BE LAID RAT AND SECURELY AFFM TO THE PIPE AT 10 FOOT
INTERVALS USING DP TIES FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN B FEET. THE
TRACING WIRE SHALL BE ATTACHED TO THE PIPE AND PLACED AT A DEPTH OF 4 TO 5 FEET DIRECTLY ABOVE
THE SEWER PPE. THE WIRE SHALL BE PROTECTED MGM DAMAGE DURING THE E>IECUTION OF THE WORK NO
BREAKS OR CUTS IN THE TRACER WIRE OR INSULATION SHALL BE PERMITTED.
A WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES THE MAGER WIRE SHALL NOT BE ALLOWED TO TO BE
PLACED BETWEEN ME SADDLE AND MAN.
4. SPUCES N THE PRIM Y TRACER WIRE ALDNG THE SEWER MAIN SHALL INCLUDE 3 FEET OF SLACK WIRE ON
EACH SDE OF EACH SPLICE
5. FOR INSTALLING A NEW LATERAL ON AN EOSTINO MAN WITH TRACER WIRE. ONLY SPLCE TO EKISTING WIRE
WITH 3 FEET OF STAG( ON NEW LATERAL
B. MANHOLE MARIffRS SHALL BE PLACED ADJACENT TO MANHOLES AT THE OISCRETON OF ENGNEER OR
ENGINEER'S REPRESENTATIVE
FLOW
TOP VIEW
3 Tr 3
I �
12'
L
6
7
3 3 3
FRONT VIEW SIDE VIEW
CURB
Q1DD TRAf91 x0E la-
WNE W IiOx
SERVICE CONNECTION
SECII. YIEW
NOTES:
1. THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT POSSIBLE WHERE SPLICES
ARE NE EMITATED IN THE WIRE, THE SPLICES SHALL BE SEMIRELY BONDED TOGETHER WITH
AN APPROVED INDUSTRIAL CONNECTOR TO PROVIDE ELECTRICAL CONTNUITY. CONNECTOR SHALL
BE COPPER AND INSULATION SHALL BE REPAIRED TO SEAL CUT MUSIURE AND CORROSON
AND SHALL BE INSTALLED IN A MANNER SO AS TO PREVENT ANY UNINSULATED "RE
EXPOSURE (SEE CLTWATER STD. DETAIL TSI)
2 THE CLETNOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL SERVE AS THE TEST PORT.
3. SPUDED CONNECTIONS SHALL BE ALLOWED BETWEEN THE MAW LINE TRADER ME AND THE
LATERAL TRACER WIRE.
A FOR NEW SEWER TAPS ON EASTNG MAWS VOID OF ANY TRACER WIRE, PROVIDE A 1 LB.
MAGNESIUM ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW,TAP ON
THE DOSIING SEWER MARL PLACE ANODE AT BOTTOM EDGE OF TRENCH AWAY MOM MAIN &
LATERAL.
5. PRIOR TO ACCEPTANCE (POST PUNCH LIST) EACH WIRE SEGMENT STALL PASS A CONDUCTIVITY
TEST, WITNESSED BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE
Nolm,
1. LADDERS AVAILABLE IN 2 RUNG THROUGH 25 RUNG.
2. POLYPROPYLENE CONFORMS TO ASTM D-4104, LADDERS MEET ALL. ASTM
C-497 LOAD REQUIREMENTS AND OSHA 1910.26 AND 1910.27
SPECIFICATIONS
3. FASTEN LADDER TO FLOOR AND WALL WITH 1/2° x 1-1/2' ANCHORS
ANCHORS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS
4. STANDARD ADJUSTABLE MOUNTING BRACKET - e° O.D.
5. ALUMINUM REINFORCED COPOLYMER POLYPROPYLENE RAIL 1-3/4' x 1-3/4'
DIA
6. STEEL REINFORCED COPOLYMER POLYPROPYLENE RUNG 1'-5/r x 1-1/4°
DIA WITH MOLDED FINGER GRIPS, 12" GC.
7. INSTALL LADDER ANCHOR EVERY 4' FROM TOP.
POLYMER MANHOLE LADDER DETAIL
IDW
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
111.249
Job No, File No. STEVENS CREEK
Scales
PLAN HTS TRUNK SEWER PHASE 2
PROFILE
Hor. NTS
veY7. NTS MANHOLE DETAILS
(SHEET 2 OF 2)
TRENCH DETAIL
PRG6E VIETI'
TRACER WIRE FOR GRAVITY SEWER DEEPER THAN S FT

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STABILIZATION TiMEFRAMES -
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ENVIRONMENTAL PROTECTION
SEDIMENTATION AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE BUT ARE NOT
LIMITED TO. ALL. DOWNSTREAM PROPERTY, NATURAL WATERWAYS. STREAMS, WETLANDS,
YARDS LAKES AND PONDS. CATCH BASINS DRAINAGE DITCHES. ROADS GUTTERS AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR. AT HIS EXPENSE THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE OONTRACTOWS WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENTAL QUALITY DIVISION OF ENERGY. MINERAL AND LAND RESOURCES
AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE NCDEQ
INSPECTOR FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS
PROTECTION OF WETLANDS
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
DIRECTIONS GI YEN ON THE PLANS AND ALL WORK WITHIN THEE: AREAS SHALL BE IN
ACCORDANCE W17H PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT,
THE N.C. DEPARTMENT OF ENVIRONMENTAL QUALITY AND NATURAL RESOURCES 401 PERMIT/CERTIFICATION,
AND THE DIVISION OF ENERGY, MINERAL AND LAND RESOURCES LETTER OF APPROVAL
SEEDING, GROUND COVERS, AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
CHARLOTTE WATER BY WORKING, FERTIUZING, SEEDING, AND MULCHING.
SEEDING SHALL BE DONE WITHIN FIFTEEN (15) DAYS AFTER THE INITIAL GROUND DISTURBANCE
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES
TILLAGE SHALL CONTINUE UNTIL A WELL -PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PORING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER
GET 077ONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE PH OF THE
SOIL SHALL BE NON -TOXIC TO THE SEED MIXTURE PLANT SMALL GRAINS NO DEEPER THAN
I INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM.
CONSTRUCTION SEQUENCE -
EROSION & SEDIMENT CONTROL
I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP A ON -SITE PRECDNSTRUCTION CONFERENCE WITH THE
INSPECTOR FROM THE NCDEQ TO DISCUSS EROSION CONTROL
MEASURES
3. INSTALL SILT FENCE. INLET PROTECTION, SEDIMENT TRAPS.
DIVERSION DITCHES. TREE PROTECTION, AND OTHER MEASURES AS
SHOWN ON PLANS CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES
4. CALL FOR ON -SITE INSPECTION BY NCDEQ INSPECTOR.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
ALL EROSION CONTROL DEVICES AND STRUCTURES
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL
MEET WITH NCDENR INSPECTOR PRIOR TO COMMENCING WITH
EACH PHASE OF EROSION CONTROL MEASURES
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE
8. COORDINATE WITH NCDEQ INSPECTOR PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES MEASURES WILL NOT BE REMOVED
UNTIL AREAS ARE PERMANENTLY STABILIZED.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL AND DETAILS SHOWN IN THESE PLANS
10. THE CONTRACTOR SHALL DIUGENTLY AND CONTINUOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN
CLOSE CONTACT WITH THE NCDENR INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE
STAGES OF CONSTRUCTION.
TEMPORARY SEEDING SCH�TEDUSL�E�p
SSTABIUZAIION GRASSR
DATE TYPE PLANTING RATE
MAR. 15 - MAY 15 PERRENNIAL SEED MIX N.C. WILDUFE RESOURCES COMMISSION 10 LBS/ACRE
MAR. 1 - JUN. 1 TALL FESCUE 120 LBS/ACRE
JUN. 1 - SEP 1 TALL FESCUE 120 LBS/ACRE
SEP. 1 - MAR. 1 RYE (GRAIN) 120 LBS/ACRE
NOTES
1. SEE SPECIFICATIONS FOR PERMANENT SEEDING SCHEDULES.
2. SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 1G-1G-ID FERTILIZER
3. MULCH; APPLY 4,D00 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETNN% OR A
MULCH .ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
4. MAINTENANCE; REFER71UZE IF GROWTH IS NOT FULLY ADEQUATE RESEED. RE'FERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE

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PLANTING SUMMARY FOR VEGETATIVE COMMUNITIES AND ZONES - STEVENS CREEK
STREAMBANK, TOTAL ACREAGE
ACRES 0.032
SPECIES
COMMON NAME
MgX`FT)
UNITTYPE'
SIZE
STRATUM
SPECIAL NOTES
ND. OF STEMS
CEPHALANTHUS OCCIDENTALIS"
BUTTONBUSH
4
L
0.751N
DIAMETERAND
3FT LENGTH
SHRUB
CORNUSAMOMUM
SILKY DOGWOOD
4
L
UNDERSTORY
S4LU(NIGRA
BLACK WILLOW
4
L
UNDERSTORY
SUBTOTAL
PIEDMONT ALLUVIAL FOREST (Z0NE2A), TOTAL ACREAGE ACRES 3.46
SPECIES
COMMONNAME
hMX`FT)
UNITTYPE'
SIZE
STRATUM
SPECIAL NOTES
NO. OF STEMS
ULMUS RUBRA
SLIPPERY ELM
10XI25
RORC
0.75 IN RCD AT
61N ABOVE
6I
ROOT BALL OR
1 GAL
OVERSTORY
BETULA NIGRA
RIVERBIRCH
1OX12.5
RORC
OVERSTORY
DARYA OVATA
SHAGBARK HICKORY
10X12.5
RORC
OVERSTORY
ACERNEGUNDO
ASH -LEAVED MAPLE
IOX12.5
RORC
OVERSTORY
ACER RUBRUM
RED MAPLE
10X12.5
RORC
OVERSTORY
QUERCUS SHUMARDII
SHUMARD OAK
10X72.5
RORC
OVERSTORY
PIATANUS OCCIDENTALIS
SYCAMORE
1DX12.5
RORC
OVERSTORY
JUGLANSNIGRA
BLACK WALNUT
1DX12.5
RORC
OVERSTORY
CORNUS FLORIDA
FLOWERING DOGWOOD
10X12.5
RORC
UNDERSTORY
ASIMINATRILOBA
PAWPAW
10X12.5
RORC
UNDERSTORY
CERCIS CANADENSIS
REDBUD
1OX725
RORC
UNDERSTORY
STYRAXGRANDIFOLIUS
BIGLEAF SNOWBELL
1OX725
RORC
UNDERSTORY
SUBTOTAL
PERMANENT SEEDING (ZONE 2AAND 2B), TOTAL ACREAGE ACRES 3.51
SPECIES
COMMON NAME
MAX SPACING
UNITTYPP
SIZE
STRATUM
SPECIALNOTES
NO.OFSTEMS
LBSIAC
TOTAL LBS
ASCLEPIASTUBWEOSA
BUTTERFLY WEED
NA
S
NA
HERB
NA
5
HIBISCUS MOSCHEUTOS
ROSE MALLOW
S
HERB
5
ANDROPOGON VIRGINICUS
BROOM SEDGE
S
HERB
5
DICANTHELIUM(PANICUM) CLANDESTINUM
DEERTONGUE
S
HERB
5
PANICUMANCEPS
SWITCHGRASS
S
HERB
5
ELYMUSVIRGINICUS
VIA21NA VVILDRYE
S
HERB
5
SECALECERFALE
RYE GRAIN
S
HERB
20
SETARIA ITAUCA
FOXTAIL MILLET
S
HERB
10
SUBTOTAL
WETLANDS(ZONE34 TOTAL ACREAGE ACRES 0.13
SPECIES
COMMON NAME
MAX SPACING
UNITTYPE•
SIZE
STRATUM
SPECIALNOTES
NO. OF STEMS
ACER NEGUNDO
BOXELDER -
1DX125
RORC
0.751N AT 61N
ABOVE ROOT
BALL OR I GAL
OVERSTORY
BETULANIGRA
RIVER BIRCH
1OX12.5
RORC
OVERSTORY
DARYA OVATA
SHAGBARK HICKORY
1OX725
RORC
OVERSTORY
QUERCUS SHUMARDII
SHUMARD OAK
1DX125
RORC
OVERSTORY
CORNUS FLORIDA
FLOWERING DOGWOOD
10X12.5
RORC
UNDERSTORY
ASIMINA TRILOBA
PAWPAW
10X72.5
RORC
UNDERSTORY
VIBURNUM DENTATUM
SOUTHERNARROWOOD
5.SX6
C
1 GAL
rffB
BS MUST BE
WTEDIN
!GROUPS
CEPHALANTHUS OCCIDENTAUS
BUTTONBUSH
5.5X6
C
OBTOTAL
WETLAND SEEDING (ZONE 3A AND 3B), TOTAL ACREAGE ACRES 0.1377
SPECIES
COMMONNAME
MAX(SMCING
UNITTYPE'
SIZE
STRATUM
SPECIALNOTES
NO.OFSTEMS
LBSIAC
TOTALLBS
CEPHALANTHUS DCCIDENTAUS
BUTTONBUSH
NA
S
NA
HERB
NA
3.5
23
CR_ASANWTHIUM LATIFODUM
RIVEROATS
5
HERB
3.5
23
ELYMUSVIRGINICUS
VIRGINAWILD RYE
S
HERB
3.5
23
EHLIANTHUS ANGUSTIFO IUS
SWAMPSUNFLOWER
S
HERB
3.5
23
LOBELIA CARDINAUS
CARDINALFLOWER
S
HERB
3.5
23
MIMULUS RINGENS
MONKEY FLOWER
S
HERB
3.5
23
PONTEDERIACORDATA
PICKERELWEED
S
HERS
3.5
23
PYCNANTHEMUM TENUIFOLIUM
NARROW LEAF MOUNTAIN MINT
S
HERB
3.5
2.3
SAURURUS CERNUUS
LIZARD'STAIL
S
HERB
3.5
2.3
SOUDAGO NEMORALIS
GRAY GOLDENROD
5
HERB
3.5
23
SECALE CEREALE
RYEGRAIN
S
HERB
20
13.4
SETARIAITAUCA
FOXTAILMILLET
S
HERB
10
6.7
SUBTOTAL 65 44
TOTAL 10.376 125 1,179 3.239
•C =CONTAINER; L= LIVE STAKE: R= BARE ROOT, S= SEED
"ONLY PLANT BUTTONBUSH ALONG THE TOE OF THE STREAM BANK, THIS PLANTING AREA IS CONFINED TO THE LOWEST PLANTING ROW OF LIVE STAKES.
NOTE STEM SUBTOTALS SHALL REMAIN CONSTANT BUT THE NUMBER OF STEMS PER SPECIES OF WITHIN EACH STRATUM MAY VARY.
NOTE SHRUBS MUST BE PLANTED IN GROUPS MORE DENSELY AROUND THE OUTER EDGES OF THE WETLAND.
PLANTING GUIDELINES:
ALL PLANTS WILL BE NATIVE TO NORTH CAROUNA PIEDMONT REGION.
• INVASIVE SPECIES WILL NOT BE USED IN ANY WATER QUALITY BUFFER REVEGETATION.
• FOR DISTURBED AREAS WITH SLOPES 3.1 OR GREATER, SOIL WILL BE STABILIZED WITH MATTING OR OTHER APPROVED STABILIZATION
METHOD UNTIL PERMANENT VEGETATION IS ESTABLISHED. ONLY 100%BIODEGRADABLE MATERIAL WILL BE USED.
PLANTING ALLOWANCES MAY BE MADE FOR EXISTING TREES.
• IT IS RECOMMENDED THAT CHEMICAL FERTIUZERS AND PESTICIDES NOT TO BE USED IN THE BUFFER DUE TO THE RISK OF STORM WATER
POLLUTION. INSTEAD, COMPOST OR ORGANIC MATTER SHOULD BE INCORPORATED INTO THE SOIL WHICH WILL PROVIDE SUFFICIENT
NUTRIENTS FOR ADEQUATE PLANT GROWTH. INVASNE SPECIES SHOULD BE REMOVED BY HAND CLEARING INSTEAD OF USING PESTICIDES.
PLANTINGS SHOULD OCCUR AT THE APPROPRIATE TIME OF YEAR TO PROMOTE SURVIVABILITY. IN MECKLENBURG COUNTY, THIS IS
TYPICALLY NOVEMBER THROUGH EARLY MARCH.
• 10%OF THE TREES PLANTED ARE TO BE CONTAINERIZED, THE REST ARE TO BE BAREROOT.
• CONTAINERIZED TREES SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE PROJECT SITE.
NOTES:
• NO SEED SHALL BE PLACED ON COMPACTED SOIL PRIOR TO SEEDING, THE SOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES.
ALL SEEDING AREAS SHALL BE COVERED WITH STRAW MULCH AT THE RATE OF 1.2 TONS PER ACRES.
• TEMPORARY SEEDING SHALL BE APPLIED ON ANY DISTURBED AREAS TO REMAIN UNTOUCHED FOR MORE THAN 14 DAYS. PERMANENT
SEEDING SHALL SHALL BE INSTALLED WITHIN 15 WORKING DAYS OF CONSTRUCTION COMPLETION.
• FOLLOWING BUFFER RESTORATION, DIFFUSE FLOW WILL BE MAINTAINED THROUGH THE BUFFER IN PERPETUITY.
• IT IS RECOMMENDED THAT CHEMICAL FERTILIZERS AND PESTICIDES NOT TO BE APPLIED IN THE BUFFER
• ALL PLANTS WILL BE MAINTAINED IN PERPETUITY AND WILL BE REPLACED AS NECESSARY TO ENSURE THAT THE ORIGINAL PLANTING
DENSITY IS MAINTAINED.
• FOLLOWING THE COMPLETE INSTALLATION OF THE APPROVED WATER QUALITY BUFFER REVEGETATION PLAN, A FINAL INSPECTION AND
WRITTEN APPROVAL MUST BE MADE BY CHARLOTTE-MECKLENBURG STORM WATER SERVICES. CALL (704)3365456 TO SCHEDULE A FINAL
INSPECTION.
• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE REVEGETATED SITE AND REPAIR PROTECT, AND ADD ADDRIDNAL
CONTROLS TO PROTECT THE BUFFER AS NECESSARY AT THEIR SOLE EXPENSE DURING WARRANTY PERIOD.

Steven's Creek Trunk Sewer Phase 2 December 30, 2019
Attachments CWS Project No. 2018-0154

ROY COOPER
Govanar
MICHAEL S. REGAN
seartoy
TIM BAUMGARTNER
Daecra
Amy Vershel
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
qu
NORTH CAROLINA
Envtronmenral QuaUry
November 13, 2019
i
Expiration of Acceptance: 5/13/2020
Project: Stevens Creek Trunk Sewer Phase 2 County: Mecklenburg
This is a conditional acceptance letter.
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
Impact Type
Impact Quantity
Yadkin
03040105
Non -Riparian Wetland'
0.229
Yadkin
Goose Creek
Riparian Buffer
53,922
Won -riparian wetland credit Is not available In this service area. In accordance with the directive
from the February 8, 2011 IRT meeting, non -riparian wetland Impacts located in the mountains and
piedmont areas of North Carolina can be accepted as requested, but mitigated utilizing riparian
wetland mitigation credits. Upon receipt of payment, DMS will take responsibility for providing the
compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program
instrument dated July 28. 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the
DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact
Kelly Williams at [phone].
cc: Omar Kahn, agent
Sincerely,
Ja as. Stanfill
Ass anagement Supervisor
Nash Ca Hw Department ofEmiro tal Qualar I Division ofMitigsBm Services
AT W M es Street 1 1652 Mail Ser Center 19a41gh, North Carolina 27699-I652
919.707.8976

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT G:
December 30, 2019
CWS Project No. 2018-0154
Protected Species Assessment

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704.527-1177 (office)
704-527A 133 (fax)
August 2, 2018
Jason Marshall, PE
GHD
222 South Church Street, Suite 400
Charlotte, North Carolina 28202
Subject: Protected Species Habitat Assessment Report
Stevens Creek Trunk Sewer
Mint Hill, North Carolina
CWS Project No. 2018-0154
Dear Mr. Marshall,
GHD has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected species
habitat assessment for the Stevens Creek Trunk Sewer site. The Stevens Creek Trunk Sewer
site is approximately 9 acres in extent and is an 80-foot wide corridor spanning approximately
4,500 feet in length from Stoney Meadow Drive to Dressage Boulevard in Mint Hill, North
Carolina (Figure 1). The project runs parallel to, but does not include, Stevens Creek.
Methods
In -office Desktop Review
To determine which protected species are listed as occurring or potentially occurring within the
project vicinity and prior to conducting the on -site field investigation, CWS consulted the United
States Fish and Wildlife Service's (USFWS) Endangered and Threatened Species and Species
of Concern by County for North Carolina online database for Mecklenburg County'. In addition,
CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP)
Data Explorer2 on July 13, 2018 to determine if any record occurrences of federally -listed,
candidate endangered, threatened species, or critical habitat are located within the project
limits.
Typical habitat requirements for listed species was discerned from multiple USFWS3 and
NCNHP° online resources including, but not limited to, specific USFWS species profiles,
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
' United States Fish and Wildlife Service, Raleigh Field Office. Accessed July 24, 2018. Endangered and Threatened Species
and Species of Concern by County for North Carolina. https://www.fws.gov/sleigh/speciestcntylist/mocklenburg.html
Y North Carolina Natural Heritage Program. 2018. Biotics Database. Division of Land and Water Stewardship. Department of
Natural and Cultural Resources, Raleigh, North Carolina..
U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. httpsthw.fws.gov/nces/es/plant_suNey.htmi. Accessed July 24, 2018.
4 Buchanan, M.F. and J.T. Finnegan. 2010. Natural Hedtage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylisttnc_ceunties.html
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 7

Stevens Creek Trunk Sewer August 2, 2018
Protected Species Habitat Assessment Report CWS Project No. 2018-0154
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Mecklenburg County' and aerial imagery were also reviewed for potential habitat communities
of listed species within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists Dan Zurlo, Staff Scientist II, and Megan Shelton, Staff Scientist I, conducted a
pedestrian habitat assessment of the project area on July 25, 2018. Potential habitat for
potentially occurring federally -protected species that was identified during the desktop review
was assessed in the field for the quality of physical and/or biological features essential to the
conservation of the applicable species. Additionally, during the pedestrian habitat assessment,
areas were reviewed for applicable federally protected species; however, formal surveys were
not conducted. Identification references for natural communities include Schafale and
Weakley's Third Approximation for Natural Communities of North Carolina (1990)' and Weakley
(2015)' for plant species.
Results
Based on the NCNHP data explorer review, there are no current records of federally -protected
species within the project limits or within a mile of the project limits (Attachment A). The
USFWS lists seven federally protected species for Mecklenburg County (Table 1). An official
species list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Stevens Creek Trunk Sewer Site, Mecklenburg County, NC.
Major Group
Scientific Name
Common Name
:Federal Status*
Record Status ..
Plant
Helianthus
Schweinitz's
E
Current
schweinitzii
sunflower
Plant
Rhus michauxii
Michaux's sumac
E
Current
Plant
Echinacea
Smooth purple
E
Current
laevigata
coneflower
Mollusk
Lasmigona
Carolina heelsplitter
E
Current
decorata
Animal
Bombus affinis
Rusty patched
E
Historic
bumble bee
Animal
Haliaeetus
Bald eagle
BGPA
Current
leucocephalus
Animal
Myotis
Northern long-eared
T
Current
septentrionalis
bat
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
Four terrestrial community types were identified within the project area during the field survey.
These community types consist of deciduous forest, mixed forest, developed open space,
woody wetlands, and emergent herbaceous wetlands (Figure 3). Of the identified on -site
community types, only the developed open space is considered potential habitat for federally
s United States Department of Agriculture, 2017. Web Soil Survey of Mecklenburg County, North Carolina. May 18, 2018.
Source: https://websoilsurvey.nrGs.usda.gov/app/HomePage.htm
6 Schafale, M.P., and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation.
hftp://ww.namethatplant.net/PDFs/class.pdf.
7 Weakley, A.S. 2015. Flora of the Southern and Mid -Atlantic States. http://www.herbarium.unc.edu/flora.htm.
Page 2 of 7

Stevens Creek Trunk Sewer
Protected Species Habitat Assessment Report
August 2, 2018
CWS Project No. 2018-0154
threatened or endangered species that could potentially occur within the project limits. A brief
description of each species habitat requirements and determination of effect findings are listed
below by species.
Schweinitz's sunflower (Helianthus schweinitM
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
South Carolina. It has been listed as an endangered species under the Endangered
Species Act (ESA) since 1991.8 The typical habitat for this plant includes roadsides, old
pastures, transmission line right-of-ways, open areas, either natural or
human -maintained habitats, or edges of upland woods. Major characteristics of soils
associated with suitable Schweinitz's sunflower habitat include thin soils, soils on upland
interstream flats or gentle slopes, soils that are clay like in both composition and texture
(and often with substantial rock fragments), soils that have a high shrinkage swell
capacity, and those which vary over the course of the year from very wet to very dry.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
The desktop review determined that areas in the central and southern portions of the site
within the ecotonal regions between forested and open areas contained proper soils and
slopes for Schweinitz's sunflower. These areas warranted a field investigation to
determine whether they could be potential habitat for Schweinitz's sunflower. The field
investigation revealed that these areas were highly maintained by frequent mowing and
too shaded to be considered potential habitat (Photograph 1; Figure 2 and 3). As no
potential on -site habitat exists, this project will have no effect on the Schweinitz's
sunflower.
Michaux's sumac (Rhus michauxC@
Habitat Description:
Michaux's sumac is a rhizomatous shrub. It is densely hairy with compound leaves
exhibiting evenly -serrated leaflets. Flowers are small, greenish to white, in terminal
clusters. Fruits are red drupes produced from August to October. It has been listed as
an Endangered species under the ESA since 1989.1 It is found on the coastal plains of
Virginia to Florida, with most populations occurring in North Carolina. It prefers sandy or
rocky open woods with basic loam soils, as well as highway right-of-ways, roadsides, or
edges of artificially -maintained clearings.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
On -site soils consist of slightly acidic soils that are not optimal for Michaux's sumac.
° United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_ register/frl852.pdf.
s United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants;Determination of Endangered
Status for Rhus michauxii (Michawes sumac). http://ecos.fws.gov/does/federal_register/fri 601.pdf.
Page 3 of 7

Stevens Creek Trunk Sewer
Protected Species Habitat Assessment Report
August 2,2018
CWS Project No. 2018-0154
Additionally, though open areas conducive to early -succession species are present in the
project area, these areas consist of acidic Cecil and Mecklenburg soils and are highly
maintained by frequent mowing, which is not suitable habitat for Michaux's sumac
(Photograph 1; Figure 2 and 3). Finally, the USFWS Raleigh Ecological Services Field
Office states in its Michaux's sumac profile page that the species is considered historic in
Mecklenburg County." Due to the lack of habitat and known occurrences, CWS
concludes that this project will not affect Michaux's sumac.
Smooth purple coneflower (Echinacea laevigata)
Habitat Description:
Smooth purple coneflower is a tall, perennial herbaceous plant found in areas with
abundant sunlight where competition in the herbaceous layer is minimal. It has been
federally listed as Endangered under the ESA since 1992.10 Typical habitat for this plant
includes meadows, open woodlands, the ecotonal regions between meadows and
woodlands, cedar barrens, dry limestone bluffs, clear cuts, and roadside and utility
rights -of -way. In North Carolina, the species normally grows in magnesium- and calcium -
rich soils associated with gabbro and diabase parent material, and typically occurs in
Iredell, Misenheimer, Mecklenburg, and Picture soil series. It grows best where there is
abundant sunlight, little competition in the herbaceous layer, and periodic disturbances
(e.g., regular fire regime, well-timed mowing, careful clearing) that prevents
encroachment of shade -producing woody shrubs and trees. On sites where woody
succession is held in check, it is characterized by a number of species with prairie
affinities.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
Potential on site habitat for this species is limited to the maintained areas and forest
edges in the central and southern portion of the property. There are soils on -site with
diabase or gabbro parent material, however, these areas area highly maintained by
frequent mowing, which is not conducive to coneflower habitat (Photograph 1; Figure 2
and 3). Because no potential on -site habitat exists, this project will have no effect
on the smooth coneflower.
Carolina heelsplitter ( asmigona decorate)
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known only from a handful of streams in the Pee Dee and
Catawba River systems. The species exists in very low abundances, usually within 6 feet
of shorelines, throughout its known range. The general habitat requirements for the
Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed
10 United States Fish and Wildlife Services. 1992. Endangered and Threatened Wildlife and Plants: Echinacea laevigeta (Smooth
Coneflower) Determined to be Endangered. htto://eoos.fws.gov/docs/lederal reaister/fr2140.0f.
Page 4 of 7

Stevens Creek Trunk Sewer August 2, 2018
Protected Species Habitat Assessment Report CWS Project No. 2018-0154
into clay banks between the root systems of trees, or in runs along steep banks with "
moderate current. Recently, the Carolina heelsplitter has been found is in sections of
streams containing bedrock with perpendicular crevices filled with sand and gravel, and
with wide riparian buffers.12
Biological Analysis:
A pedestrian review of potential on -site habitat for the Carolina heelsplitter was
conducted on an unnamed tributary to Stevens Creek (Stream B) during the site visit on
July 25, 2018. Stream B is intermittent and does not exhibit the requisite. flow to support
the Carolina heelsplitter. Additionally, Stream B is not shaded, does not possess a
forested buffer, nor the requisite banks and in -channel structure necessary for the
Carolina heelsplitter (Photograph 2; Figure 3). Because no on -site habitat exists, this
project will have no effect on the Carolina heelsplitter.
Rusty Patched Bumble Bee (Bombus affinis)
The Rusty patched bumble bee was listed as Endangered under the ESA in January 201713.
Rusty patched bumble bees once occupied grasslands and tallgrass prairies of the Upper
Midwest and Northeast, but most grasslands and prairies have been lost, degraded, or
fragmented by conversion to other uses. According to USFWS guidance, "the rusty patched
bumble bee is likely to be present in scattered locations that cover only about 0.1 % of the
species' historical range. It is within these limited areas USFWS recommend that federal
agencies and others consider the need to consult with the Service on the potential effects of
their actions or the potential need for an incidental take permit under section 10(a)(1)(B). For the
remaining 99.9% of the historical range, USFWS advise agencies and others that this bumble
bee is not likely to be present and that consultations or incidental take coverage is not
necessary." According to USFWS' Rusty Patched Bumble Bee Interactive Map, Mecklenburg
County is not within the 0.1 % historical range, as no high potential zones or low potential zones
are present within Mecklenburg County. Therefore, the proposed project will have no effect
on the rusty -patched bumble bee.
Bald eagle (Haliaeetus leucocephalus�
The Bald and Golden Eagle Protection Act,14 enacted in 1940, prohibits anyone, without a
permit issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the
bald eagle includes cliffs and forested areas near estuaries, large lakes, reservoirs, rivers,
seacoast, and as they become more abundant, stands of undisturbed forest. No water bodies
large enough or sufficiently open to be considered potential feeding sources were identified.
Since there was no foraging habitat within the review area, a survey of the project study area
and the area within the project limits was not conducted. Additionally, a review of the NCNHP
database on June 13, 2018 revealed no known occurrences of this species within 1.0 miles of
the project study area. Due to lack of habitat and known occurrences, CWS concludes that
this project will have no effect on the bald eagle.
" Suiter, Dale. Fish and Wildlife Biologist. Raleigh Ecological Services Field, USFWS. Michaux's Sumac Species Profile page. Last
updated August 24, 2017. Accessed March 16, 2018 https://www.fws.gov/raleigh/species/es_michauxs_sumac.html
12 NCDOT TE Animal Habitat Descriptions. 2015. https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20
and%20ProceduresfTE%2OAnimal%2OHabitat%2ODescdptions%2OMar 62015.pdf
13 United States Fish and Wildlife Services. hftps://www.fWs.gov/midwe�ttWndangered/insects/rpbb/index.html
14 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.htmi
Page 5 of 7

Stevens Creek Trunk Sewer August 2, 2018
Protected Species Habitat Assessment Report CWS Project No. 2018-0154
Northern long-eared bat (Myotis septentrionalis)
The northern long-eared bat (NLEB) is one of the species of bats most impacted by the
white -nose syndrome disease. Summer habitat (roosting habitat) of the NLEB includes forests
and woodlots containing live trees and/or dead snags greater than three inches diameter at
breast height with cavities or crevices. Winter habitat (hibernacula) of the NLEB includes caves,
mines, rocky areas, or structures that mimic similar conditions such as culverts greater than
48-inch in diameter.15 The NLEB was listed as Threatened (T) on April 2, 2015.
The forested areas within the property are potential habitats for the NLEB. A Standard Local
Operating Procedure for Endangered Species Act Compliance (SLOPES) was established for
NLEB between the USFWS Asheville and Raleigh Ecological Offices and the United States
Army Corps of Engineers (USACE), Wilmington District, on January 31, 2017.16 This SLOPES
defines how the USACE will make determinations of effect to the NLEB on projects in which the
USACE is the lead federal agency. Alternative Local Procedure 1 (ALP 1) applies for the
Stevens Creek Trunk Sewer site as the action area is within range of the NLEB," the action
area is located outside of a red 12-digit HUC as defined by the Asheville Ecological Services
Field Office,18 and consultation by the USACE is not required on other listed species or critical
habitat.
The final 4(d) rule exempts incidental take of NLEB associated with activities that occur greater
than 0.25 miles from a known hibemaculum site and greater than 150 feet from a known,
occupied maternity roost from June 1-July 31. In accordance with ALP 1 and the final 4(d) rule
(effective as of February 16, 2016), any incidental take that may result from associated activities
is exempt under the 4(d) rule. Therefore, this project is exempt under the 4(d) rule.
Determinations
Based on the literature search and the results of the on -site assessment for suitable habitat of
federally -protected endangered, threatened, and candidate species, suitable habitat was not
observed within the project limits for Schweinitz's sunflower, Michaux's sumac, the Smooth
purple coneflower, the Carolina heelsplitter, or the bald eagle. Additionally, the project area is
not located within the 0.1 % historical range of the rusty -patched bumble bee. Additionally,
based on the project area location, 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. Therefore, any incidental take
on NLEB that may result from associated activities is exempt under the 4(d) rule and
notifications will follow the SLOPES agreement19. Biological determinations requirements for
federally protected species are summarized in Table 2 (below).
15 United States Fish and Wildlife Service. 2016. 4(d) Rule for the Northern Long -Eared Bat; Final rule.
https://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf
16 USACE http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
17 The U.S. Fish and Wildlife Service (USFWS) 2016. https://www.fws.gov/midwestlendangered/mammals/nleb/pdf/WNSZone.pdf
18 The U.S. Fish and Wildlife Service (USFWS) 2016. Northern Long -Eared Bat.
19 http://www.fws.gov/asheville/htmis/project review/NLEB_in WNC.htmi
Page 6 of 7

Stevens Creek Trunk Sewer
Protected Species Habitat Assessment Report
August 2, 2018
CWS Project No. 2018-0154
Table 2. Biological Determination Requirements Summary Table for Federally Protected Species
Federal
Effect on Listed
Biological
Scientific Name
Common Name
Status*
Species
Determination
Required
Helianthus schweinitzil
Schweinitz's sunflower
E
Will Not Affect
No
Echinacea laevigata
Smooth coneflower
E
Will Not Affect
No
Rhusmichauxii
Michauxssumac
E
Will Not Affect
No
Lasmigons decorate
Carolina heelsplitter
E
Will Not Affect
No
Bombus affinis
Rusty -patched bumble bee
E
Will Not Affect
No
Myods septentrtonalis
Northem-long-eared bat
T
Exempt/Excepted
Yes**
Haliaeetus
Bald eagle
BGPA
Will Not Affect
No
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
* - Required in accordance with SLOPES, ALP 1 agreement.
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation is required to comply with Section 7 of the Endangered Species Act.
Should the lead federal agency's determination of effect differ from the findings of CWS, formal
or informal consultation with USFWS may be required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Sean Martin at 704-527-1177 or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
5� Oc, -A
Sean Martin
Senior Scientist
Christine A. Geist, PWS, CE
Consulting Group Manager
Attachments: Figure 1: USGS Site Location
Figure 2: Current USDA-NRCS Soil Map of Mecklenburg County
Figure 3: Aerial Imagery
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-2)
Page 7 of 7

M
Stoney Meadows Drive
Thompson Road
v. Legend
Project Limits (9 ac.) `
- 2,000 1,000 0 2,000 Feet
REVFRFUCa: US(SS7.5MINUrETOPOGRAPHICOUADRANGLE(S)'. MINTHILL NC(2017).
SCALE'.
1 inch = 2,000 feet DATE: 7/24/2018 ® FIGURE No USGS Topographic Map
Cw5 PROJECT NO: DRAM BY:
2018-0154 DJZ Protected Species Habitat Assessment of
COORDINATES: CHECKED BY. CAROLINA Stevens Creek Trunk Sewer
35.156984,-80.655088 CAG WETLAND SERVICES Mecklenburg County, Charlotte, NC 3
G:\Team Dines\ConsWing Team DnveU018@018 Consulting Pmjecls@018-0 Stevens Trunk Smef,PETSWcGISWigure1_USGS. III

GiTeam Onves\ComWthg Team Orwe\2 =018 ConsuNng Pmjm6WO18-0150 Stevens T,uN Se aOPETS1FrcGIS\Figv 2_CunenGoil.mxd

G:\Teem DdvestComdbng Team Ddvet2018@018 Consullirg PrgectsUO18-015 Stevens TrutlS eMETSArcGI$TigwO Aedal.mA

Stevens Creek Trunk Sewer
Attachments
ATTACHMENT A:
NCNHP Data Review Report
August 2, 2018
CWS Project No. 2018-0154

North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper
July 13. 2018
Daniel Roberts
Carolina Wetland Services
550 E. Westinghouse Blvd
Charlotte, NC 28273
RE: Stevens Creek
Dear Daniel Roberts:
Secretary Susi H. Hamilton
NCNHDE-6449
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates that there are
no records for rare species, important natural communities, natural areas, and/or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
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. Tables of
natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also
included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of the project
area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact
information for USFWS offices in North Carolina is found here:
ems:/Avww.fws. aov/offices/Directory/ListOffices. cfm?statecode=37.
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.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or Federally -listed
species are 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 rociney.butler®ncdcr.00v or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mail Service Center w .ncnlp.dg 121 neat Jones Shed
Ralegh, NC 27699-1651 Raleigh, NC 276M

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Stevens Creek
July 13, 2018
NCNHDE-6449
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal
Group Observation Occurrence Status
Date Rank
Freshwater 14250 Villosa delumbis Eastern Creekshell 2016-11-16 E 3-Medium ---
Bivalve
Freshwater
Bivalve
Natural
Community
Natural
Community
Natural
Community
10088 Villosa vaughaniana Carolina Creekshell 2016-06-01 E 3-Medium Species of
Concern
State Global State
Status Rank Rank
Significantly
Rare
Endangered
31625 Dry Oak —Hickory Forest —
2012-08-14 C 2-High — —
(Piedmont Subtype)
31626 Mesic Mixed Hardwood --
2012-08-14 C 2-High — —
Forest (Piedmont
Subtype)
31627 Piedmont Alluvial Forest --
2012-08-14 C 3-Medium -- -
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
YAD/Goose Creek Aquatic Habitat R1 (Exceptional) C3 (High)
Stevens Creek Nature Preserve R5 (General) C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
NC Department of Transportation Mitigation Site NC Department of Transportation State
NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
Mecklenburg County Open Space Mecklenburg County Local Government
Stevens Creek Nature Preserve Mecklenburg County Local Government
G4 S4
G2 S3
G4G5 S4
G3G4 S4
G4 S4
Definitions and an explanation of status designations and codes can be found at htms fincnhde.naturesewe.om/mntent/hem. Data query generated on July 13, 2018; source: NCNHP, Q2 April 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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❑
Project Boundary
❑
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®
NHP Natural Area (NHNA)
®
Managed Area (MAREA)
NCNHDE-6449: Stevens Creek
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Mint Hill
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Page 3 of 3
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NOISVWCY ,

Stevens Creek Trunk Sewer
Attachments
ATTACHMENT B:
Photopage (Photographs 1-2)
August 2, 2018
CWS Project No. 2018-0154

Stevens Creek Trunk Sewer
Attachment B: Photopage
August 2, 2018
CWS Project No. 2018-0154
Photograph 1. View of shaded, frequently maintained open area in the central portion of the
Photograph 2. View of unsuitable habitat for Carolina heelsplitter, facing downstream.
Photopage 1 of 1

Stevens Creek Trunk Sewer
Attachment C: Photopage
August 7, 2018
CWS Project No. 2018-0154
Photograph 1. View of Wetland AA, facing northeast.
Photograph 2. View of Wetland BB, facing south-southeast.
Photopage 1 of 4

Stevens Creek Trunk Sewer
Attachment C: Photopage
August 7,2018
CWS Project No. 2018-0154
Photograph 3. View of Wetland CC, facing southwest.
Photograph 4. View of Wetland DD, facing south.
Photopage 2 of 4

Stevens Creek Trunk Sewer August 7, 2018
Attachment C: Photopage CWS Project No. 2018-0154
Photograph 5. View of Intermittent Stream B, facing downstream.
Photograph 6. View of Non -Jurisdictional Upland area, facing south.
Photopage 3 of 4

Stevens Creek Trunk Sewer
Attachment C: Photopage
August 7, 2018
CWS Project No. 2018-0154
Photograph 7. View of Stevens Creek (Stream A), facing downstream.
Photopage 4 of 4

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT H:
NCSHPO Correspondence
December 30, 2019
CWS Project No. 2018-0154

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bar os, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
August 17, 2018
Jason Marshall
GHD
222 South Church Street, Suite 400
Charlotte, NC 28202
Office of Archives and History
Deputy secretary Kevin Cherry
Re: Stevens Creek Trunk Sewer Line, Stoney Meadow Drive to Dressage Boulevard, Mint Hill,
CWS 2018-0154, Mecklenburg County, ER 18-1759
Dear Mr. Marshall:
Thank you for your letter of July 24, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewa,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
✓Ramona M. Bartos
Location: 109 East Jones Street, Ralclgh NC 27601 Mailing Address: 4617 Mail Smice Center, Raleigh NC 27699-4617 Telephone/Pax: [phone]/807-6599

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT I:
December 30, 2019
CWS Project No. 2018-0154
USACE Wetland Determination Data Forms (DP1-DP7)

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DPI
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Valley Local relief (concave, convex, none): Concave Slope (%): 3-4
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.168088 Long:-80.657625 Datum: NAD 83
Soil Map Unit Name: Helena sandy loam, 2-8% slopes (HeB) NWI classification: PFO1A
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 X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional Wetland AA.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
X Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (68)
X High Water Table (A2) _Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (B10)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (BI6)
—Water Marks (131) —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)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water-Stained Leaves (89)
_Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 14
Saturation Present? Yes X No
Depth (inches): 2
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
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 )
% Cover
Species?
Status
1.
Acer rubrum
25
Yes
FAC
2.
Liquidambar styracif/ua
40
Yes
FAC
3.
Carpinus caroliniana
10
No
FAC
4.
5.
6.
7.
75
=Total Cover
50% of total cover:
38
20% of total cover:
15
Sapling/Shrub Stratum (Plot size: 15
)
1.
Ilex opaca
5
No
FACU
2.
Acer rubrum
20
Yes
FAC
3.
Liquidambar styracif/ua
25
Yes
FAC
4.
Ligustrum sinense
10
No
FACU
5.
6.
7.
8.
9.
60
=Total Cover
50% of total cover:
30
20% of total cover:
12
Herb Stratum (Plot size: 5 )
1.
Smilax rotundifolia
25
Yes
FAC
2.
Carex pensylvanica
5
No
UPL
3.
Carex lurlda
10
Yes
OBL
4.
Ludwigia palustris
10
Yes
OBL
5.
6.
7.
8.
9.
10.
11.
50
=Total Cover
50% of total cover:
25
20% of total cover:
10
Woody Vine Stratum (Plot size: 30
)
1.
Lonicera japonica
5
Yes
FACU
2.
Vitis rotundifolia
10
Yes
FAC
3.
4.
5.
15
=Total Cover
50% of total cover:
8
20% of total cover:
3
Remarks: (Include photo numbers here or on a separate sheet.)
88.9% of dominant vegetaion is FAC or wetter.
Sampling Point:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
Prevalence Index worksheet:
DP1
8 (A)
9 (B)
88.9% (A/B)
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
X 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 X No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DPI
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) % Type'
Loc2
Texture
Remarks
0-3
7.5YR 5/1
85
7.5YR 5/6 15 C
M
Loamy/Clayey
Prominent redox concentrations
3-6
7.5YR 3/1
90
7.5YR 4/4 10 C
M
Loamy/Clayey
Distinct redox concentrations
6-12
7.5YR 5/1
95
7.5YR 4/4 5 C
M
Loamy/Clayey
Distinct redox concentrations
12-15
2.5Y 5/1
90
2.5Y 6/3 10 C
M
Loamy/Clayey
Distinct redox concentrations
'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 Soils':
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 (FI) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_2 cm Muck (A10) (LRR N)
_Redox Dark Surface (F6)
_Red Parent Material (F21)
X 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 (SI)
_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: Water
Depth (inches): 15
Hydric Soil Present? Yes X No
Remarks:
This data sheet 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.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP2
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Valley Local relief (concave, convex, none): Concave Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.168104 Long:-80.657596 Datum: NAD 83
Soil Map Unit Name: Helena sandy loam, 2-8% slopes NWI classification: N/A
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 X No 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 non -jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (66)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (68)
High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (810)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
—Water Marks (131) —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)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (133)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
_Aquatic Fauna (613)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
Saturation Present? Yes No
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:
Indicators of wetland hydrology are absent.
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liriodendron tulipifera
15
Yes
FACU
Number of Dominant Species
2.
Acerrubrum
20
Yes
FAC
That Are OBL, FACW, or FAC: 7 (A)
3.
Liquidambar styracif/ua
20
Yes
FAC
Total Number of Dominant
4.
Ulmus alata
10
No
FACU
Species Across All Strata: 11 (B)
5
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 63.6% (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 x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Acer rubrum
15
Yes
FAC
FAC species x 3 =
2.
Carpinus caroliniana
10
Yes
FAC
FACU species x 4 =
3.
Liquidambar styracif/ua
10
Yes
FAC
UPL species x 5 =
4.
Asimina triloba
15
Yes
FAC
Column Totals: (A) (B)
5.
Ilex opaca
10
Yes
FACU
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.01
60
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
30 20% of total cover:
12
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Eupatorium capillifolium
10
Yes
FACU
'Indicators of hydric soil and wetland hydrology must
2.
Carex pensylvanica
5
Yes
UPL
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Smilax rotundifolia 5 Yes FAC
4•
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.
20
=Total Cover. _
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
10 20% of total cover:
4
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
63.6% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: DP2
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) % Type
Loc
Texture Remarks
0-8
10YR 5/3
95
10YR 4/6 5 C
M
Loamy/Clayey Distinct redox concentrations
8-12
10YR 6/4
95
10YR 2/1 5 C
M
Loamy/Clayey Prominent redox concentrations
12-18
10YR 6/6
90
10YR 6/3 10 D
M
Loamy/Clayey
'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)
Gleyed Matrix (S4)
MLRA 136)
—Sandy
_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 1275 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data sheet 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:
Indicators of hydric soil are absent.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP3
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Valley Local relief (concave, convex, none): Concave Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.160704 Long:-80.656381 Datum: NAD 83
Soil Map Unit Name: Cecil sandy clay loam, 2-8% slopes, moderately eroded (CeB2) NWI classification: N/A
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 X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of non -jurisdictional upland area
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that aooly)
—Surface Soil Cracks (136)
_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)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X 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 X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
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 )
% Cover
Species?
1. P/atanus occidentalis
20
Yes
2. Liquidambar styraciflua
40
Yes
3. Acer rubrum
30
Yes
4. Lidodendron tulipifera
10
No
5.
6.
7.
100
=Total Cover
50% of total cover:
50 20% of total cover:
Sapling/Shrub Stratum (Plot size: 15
)
1. Acer rubrum
10
Yes
2. Liquidambar styraciflua
10
Yes
3.
4.
5.
6.
7.
8.
9.
20
=Total Cover
50% of total cover:
10 20% of total cover:
Herb Stratum (Plot size: 5 )
1. Microstegium vimineum
90
Yes
2. Polystichum acrostichoides
10
No
3. Phytolacca americana
5
No
4.
5.
6.
7.
8.
9.
10.
11.
105
=Total Cover
50% of total cover:
53 20% of total cover:
Woody Vine Stratum (Plot size: 30
)
1.
2.
3.
4.
5.
=Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetaion is FAC or wetter.
Sampling Point: DP3
Status
Dominance Testworksheet:
FACW
Number of Dominant Species
FAC
That Are OBL, FACW, or FAC: 6 (A)
FAC
Total Number of Dominant
FACU
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
20
OBL species x 1 =
FACW species x 2 =
FAC
FAC species x 3 =
FAC
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
- Prevalence Index is 53.0'
_3
4 - Morphological Adaptations' (Provide supporting
4
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
FAC
'Indicators of hydric soil and wetland hydrology must be
FACU
present, unless disturbed or problematic.
FACU
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
21
height.
Hydrophytic
Vegetation
Present? Yes X No
US Army Corps of Engineers
Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: DP3
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) % Type' Loc2 Texture
Remarks
0-2 10YR 4/4 98
10YR 4/6 2 C M Loamy/Clayey
Distinct redox concentrations
2-20 10YR 6/6 90
10YR 5/8 10 C M Loamy/Clayey
Distinct redox concentrations
'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 Solls3:
_ 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 (All0) (LRR N)
Redox Dark Surface (F6) _Red
Parent Material (F21)
_ Depleted Below Dark Surface (All 1)
—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 sheet 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.
Indicators of hydric soil are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP4
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.154876 Long:-80.654142 Datum: NAD 83
Soil Map Unit Name: Mecklenburg fine sandy loam, 2-8% slopes (MeB) NWI classification: N/A
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 X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional Wetland BB.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al)
Aquatic Plants (B14)
_Sparsely Vegetated Concave Surface (B8)
_True
X High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (81) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (62) _
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 (87)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 12
Saturation Present? Yes X No
Depth (inches): 2
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
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: DP4
Absolute uommant
inaicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1'
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 2 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 2 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3.
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
B.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is :53.01
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Lobelia cardinalis
5 No
FACW
'Indicators of hydric soil and wetland hydrology must be
2. Microstegium vimineum
25 Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Carex lurida 5 No OBL
4. Commelina communis
40 Yes
FAC
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5. Symphyotrichum novae-angliae
15 No
FACW
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.
90 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
45 20% of total cover:
18
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetaion is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: DP4
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) % Type' Loc2
Texture Remarks
0-6 7.5YR 4/2 90
7.5YR 4/4 10 C M
Loamy/Clayey Distinct redox concentrations
6-14 7.5YR 5/1 90
7.5YR 5/6 10 C M
Loamy/Clayey Prominent redox concentrations
14-20 7.5YR 5/1 95
7.5YR 4/4 5 C M
Loamy/Clayey Distinct redox concentrations
'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)
X 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 X No
Remarks:
This data sheet 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.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP5
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.153651 Long:-80.653590 Datum: NAD 83
Soil Map Unit Name: Mecklenburg fine sandy loam, 2-8% slopes (MeB) NWI classification: N/A
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 X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional Wetland DD.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_Surface Soil Cracks (136)
_Surface Water (All) _True
Aquatic Plants (B14)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2) _Hydrogen
Sulfide Odor (C1)
_Drainage Patterns (B10)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (B16)
—Water Marks (131) —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 (B5)
X Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (B7)
_ShallowAquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 11
Saturation Present? Yes X No
Depth (inches): 10
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
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: DP5
Hosowte uommant
inuicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 4 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 66.7% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3.
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Vernonia noveboracensis
20 Yes
FACW
'Indicators of hydric soil and wetland hydrology must be
2.
Dichanthelium c/andestinum
10 Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Persicaria pensylvanica 10 Yes FACW
4.
Arctium minus
10 Yes
FACU
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Carex lurida
15 Yes
OBL
more in diameter at breast height (DBH), regardless of
6.
Juncus effusus
5 No
FACW
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.
70 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
35 20% of total cover:
14
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
5 Yes
FACU
2.
3.
4.
5.
Hydrophytic
5 =Total Cover
Vegetation
50% of total cover:
3 20% of total cover:
1
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
66.7% of dominant vegetaion is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL ' Sampling Point: DP5
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) % Type' Locz
Texture Remarks
0-4 7.5YR 5/2 90
7.5YR 4/6 10 C M
Loamy/Clayey Prominent redox concentrations
4-6 7.5YR 5/6 60
7.5YR 5/2 40 D M
Loamy/Clayey
6-15 7.5YR 5/1 85
7.5YR 4/4 15 C M
Loamy/Clayey Distinct redox concentrations
15-20 7.5YR 4/1 90
7.5YR 4/3 10 C M
Loamy/Clayey Distinct redox concentrations
'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 (A1)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _2 cm Muck (Al0) (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)
X Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (Al 1)
_ 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)
Gleyed Matrix (S4)
MLRA 136)
_Sandy
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
31ndicators 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 X No
Remarks:
This data sheet 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.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP6
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): None Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.151204 Long:-80.652758 Datum: NAD 83
Soil Map Unit Name: Mecklenburg fine sandy loam, 2-8% slopes (MeB) NWI classification: PF01A
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 X No 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 non -jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (B14)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) _
Hydrogen Sulfide Odor (C1)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
—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 (64) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
X 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:
Indicators of wetland hydrology are not 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 )
% Cover
Species?
Status
1.
Acer rubrum
20
Yes
FAC
2.
Liquidambar styracif/ua
15
Yes
FAC
3.
Lidodendron tulipifera
15
Yes
FACU
4.
Fagus grandifolia
10
No
FACU
5.
Carpinus caroliniana
10
No
FAC
6.
7.
70
=Total Cover
50% of total cover:
35
20% of total cover:
14
Sapling/Shrub Stratum (Plot size: 15
)
1.
Ligustrum sinense
25
Yes
FACU
2.
3.
4.
5.
6.
7.
8.
9.
25
=Total Cover
50% of total cover:
13
20% of total cover:
5
Herb Stratum (Plot size: 5 )
1.
Microstegium vimineum
85
Yes
FAC
2.
Polystichum acrostichoides
10
No
FACU
3.
4.
5.
6.
7.
8.
9.
10.
11.
95
=Total Cover
50% of total cover:
48
20% of total cover:
19
Woody Vine Stratum (Plot size: 30
)
1.
Vitis rotundifolia
10
Yes
FAC
2.
3.
4.
5.
10
=Total Cover
50% of total cover:
5
20% of total cover:
2
Remarks: (Include photo numbers here or on a separate sheet.)
66.7% of dominant vegetaion is FAC or wetter.
Sampling Point: DP6
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.7% (A/B)
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 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 X No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP6
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) % Type' Loc2 Texture Remarks
0-20 10YR 6/4 90 10YR 6/8 10 C M Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration, D=Depletion,
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 (Al 2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
_Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
RM=Reduced Matrix, MS=Masked Sand Grains.
_ 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 Soils':
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 sheet 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.
Indicators of hydric soil are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Stevens Creek Trunk Sewer City/County: Mecklenburg County Sampling Date: 7-19-18
Applicant/Owner: GHD State: NC Sampling Point: DP7
Investigator(s): SAM/MLS Section, Township, Range: Mint Hill
Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 2-3
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.154665 Long:-80.653765 Datum: NAD 83
Soil Map Unit Name: Mecklenburg fine sandy loam, 2-8% slopes (MeB) NWI classification: N/A
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 X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of jurisdictional Wetland CC.
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)
X Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
_Water Marks (131) _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)
X Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_ShallowAquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
_Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 1
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
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: DP7
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 1 (A)
3•
Total Number of Dominant
4.
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3.
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1. Ludwigia palustrls
10 No
OBL
'Indicators of hydric soil and wetland hydrology must
2. Rumex obtusifolius
15 No
FACU
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Commelina communis 10 No FAC
4. P/antago major
2 No
FACU
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
5. Microstegium vimineum
60 Yes
FAC
more in diameter at breast height (DBH), regardless of
6. Solidago a/tissima
5 No
FACU
height.
7. Verbesina altemifolia
5 No
FAC
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.
107 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
54 20% of total cover:
22
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: DP7
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) % Type
Loc
Texture Remarks
0-6
7.5YR 4/2
90
7.5YR 4/4 10 C
M
Loamy/Clayey Distinct redox concentrations
6-14
7.5YR 5/1
90
7.5YR 516 10 C
M
Loamy/Clayey Prominent redox concentrations
14-20
7.5YR 5/1
95
7.5YR 4/4 5 C
M
Loamy/Clayey Distinct redox concentrations
'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 Soils':
_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)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (176)
—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)
Gleyed Matrix (S4)
MLRA 136)
—Sandy
—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 X No
Remarks:
This data sheet 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.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

Steven's Creek Trunk Sewer Phase 2
Attachments
ATTACHMENT J:
December 30, 2019
CWS Project No. 2018-0154
NCDEQ Stream Classification Form (SCP1)

NC DWQ Stream Identification Form Version 4.11
Date: 7/19/18
Pr jectlSlte: Stevens Creek Trunk Sewer
Latitude:
35.15464
Evaluator. SAM/MLS
County: Mecklenburg
Longitude:
-80.65388
Total Pointe:
sassm is at Nast intermfta if a 19 orpenfnnlallfx 30'
21.5
Stream Detarminatlon: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCPVStream B
A. Geomorphology Subtotal =
10.5 Absent
Weak Moderate Strong
1. Continuity of channel bed and bank'
0
1
2
3
2. Sinuosity of channel along thaNmg
0
1
2
3
3. In -channel structure: ex. rifflelml, ste ool, hipple-pool
sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
S. Active/relict flood lain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10, Natural valley0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
'andiPal dd.hes are not fated, see discussion In manual
B. Hydrology Subtotal =
s
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
1 0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic claims lines or piles
0
0.5
1
15
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology Subtotal =
5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenlhos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.6
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
'perennial streams may also be identified using order msmoda.
FACW = 0.75; OBL = 1.5 Omer = 0
Notes:
Sketch:

Steven's Creek Trunk Sewer Phase 2
Attachments
December 30, 2019
CWS Project No. 2018-0154
ATTACHMENT K:
Photographs 1-7

Stevens Creek Trunk Sewer
Attachment C: Photopage
r•-
n ..
..
Y.
144.
August 7, 2018
CWS Project No. 2018-0154
Photograph 1. View of Wetland AA, facing northeast.
Photograph 2. View of Wetland BB, facing south-southeast.
Photopage 1 of 4

Stevens Creek Trunk Sewer August 7, 2018
Attachment C: Photopage CWS Project No. 2018-0154
Photograph 3. View of Wetland CC, facing southwest.
Photograph 4. View of Wetland DD, facing south.
Photopage 2 of 4

Stevens Creek Trunk Sewer
Attachment C: Photopage
August 7, 2018
CWS Project No. 2018-0154
Photograph 5. View of Intermittent Stream B, facing downstream.
Photograph 6. View of Non -Jurisdictional Upland area, facing south.
Photopage 3 of 4

Stevens Creek Trunk Sewer
Attachment C: Photopage
August 7, 2018
CWS Project No. 2018-0154
Photograph 7. View of Stevens Creek (Stream A), facing downstream.
Photopage 4 of 4