20180880 Ver 2_401 Application_20200616

Preliminary ORM Data Entry Fields for New Actions ���� U o
SAW — 2018 - 225 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: Charlotte Water Stevens Creek Lift Station,Forcemain,and Gravity Sewer
2. Work Type: Private ❑ Institutional ❑ Government ❑� Commercial
3. Project Description / Purpose [PCN Form 63d and 133e]:
Construction of a lift station; 14,642 If of forcemain; and 12,742 If of gravity sewer. The purpose is
to provide sanitary sewer to the service area and remove an existing old package treatment plant.
4. Property Owner / Applicant [PCN Form A3 or A4]: Charlotte Water Easement / Charlotte Water
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Jennifer Robertson, Atlas Environmental
6. Related Action ID Number(s) [PCN Form 135b]: 2018-00225
7. Project Location -Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
14045 Lawyers Road, Mint Hill, North Carolina, 28227 /,, '�
35.085275,-80.375761 L( �(a' 9&
8. Project Location -Tax Parcel ID [PCN Form 131a]: Multiple Parcels, Charlotte Water Easement
9. Project Location — County [PCN Form A2b]: Mecklenburg
10, Project Location — Nearest Municipality or Town [PCN Form A2c]: Mint HIII
11. Project Information — Nearest Waterbody [PCN Form 132a]: Goose Creek and UT's; Stevens Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Yadkin Pee Dee (Lower Rocky), 03040105
Authorization: Section 10 ❑ Section 404 ❑✓ 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

/1
VIRONMENTAL
June 10, 2020
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Mr. David Shaeffer Attn: Mrs. Karen Higgins
8430 University Executive Park Drive, Suite 611 1617 Mail Service Center
Charlotte, North Carolina 28262 Raleigh, North Carolina 27699-1617
Re: Charlotte Water Stevens Creek Lift Station, Forcemain, and Gravity Sewer
14045 Lawyers Road, Mint Hill, NC, 28227, Mecklenburg County
Nationwide Permit 12 Request
Corps Action ID: 2018-00225 / DWR Project No: 18-0880
David/Karen/Alan:
Charlotte Water (a department of the City of Charlotte) (Nicole Bartlett) is requesting approval of
the enclosed Nationwide Permit 12 application. There is 325 linear feet of Goose Creek and
unnamed tributaries to Goose Creek within the project area which include five streams. There
is 0.113 acre of wetlands adjacent to Goose Creek within the project area which include seven
wetlands. The enclosed permit application request is for construction of a lift station, forcemain,
and gravity sewer line. This permit application request is in additional to the original request
submitted and approved in 2018 by the Corps and NC DWR. Copies of the previous approvals
including the approved preliminary jurisdictional determination are enclosed for your reference.
All the previously approved impacts are still necessary. These included temporary impacts to
0.087 acre of herbaceous wetlands for construction access, dewatering, and open trench
installation. Additional impacts included permanent conversion impacts to 0.026 acre of
forested wetlands for a permanent maintenance right-of-way, permanent impacts to 60 linear
feet of stream associated with the installation of ArmorFlex matting at original stream bed
elevations for maintenance access, and 145,041 square feet of buffer disturbance.
The pre-existing ground elevation within the wetlands will be re-established once construction is
complete. The topsoil within the wetlands will be saved and used so that the herbaceous seed
bank within the soil allows for quick herbaceous germination. Charlotte Water will be planting
0.032 acre of current herbaceous wetlands with trees within the construction corridor (on either
side of the permanent maintenance corridor). Charlotte Water will be replanting 7.35 acres of
woody vegetation within the construction corridor. A copy of the DMS receipt for buffer
mitigation has been included for your reference.
Construction of the project has begun. Stream crossings 3, 4, and 7 from the original NWP 12
application have already been completed, are currently being completed, or will be started
within the next week. These stream crossings were directionally bored. This permit application
is requesting temporary stream impacts at crossings 1, 2, 5, 6, and 8 to open cut the stream bed
as well as for pump arounds to work in the dry. The total linear footage requested at these five
stream crossings is 190 linear feet. The pre-existing stream bed elevation will be restored once
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

VIR ONMENTAL
construction is complete. The excavated stream bed material will be side cast along the stream
bank and used to re-establish the pre-existing habitat.
DWR's Goose Creek Buffer rules previously did not allow temporary stream impacts for sewer
line construction therefore all eight stream crossings were presented as trenchless in the 2018
NWP 12 application. As of June 1, 2020, 15 NCAC 02B .0607 Site Specific Water Quality
Management Plan For The Goose Creek Watershed (Yadkin Pee -Dee River Basin): Buffer
Types And Management Activities Within Riparian Buffers were proposed to be revised
including the Table of Uses to allow for temporary stream impacts for sewer line construction.
This NWP 12 application is being submitted due to this revision in DWR's buffer rules. All of the
stream crossings would have been proposed for temporary stream impacts in 2018 if these
buffer rules had not prohibited these impacts.
The primary drivers/benefits for shifting from directional boring to open trench stream crossings
are that there is a lower risk of tunnel collapse and associated impacts to the environment as
well as worker safety. Boring under the stream bed carries inherent risk of collapse where the
soil between the tunnel and the stream bed fails and the pressure from the bore tunnel then
breaks through the stream bed. Open trenching stream crossings eliminates this risk.
Secondly, shorter construction duration is required for open trenching. Open trench installation
can be performed in a much shorter time frame. This has cost and schedule benefits but also
from an environmental standpoint, the temporary impact areas are disturbed for shorter
timeframes and can be restored sooner. Thirdly, open trenching can be achieved at a lower
cost. In addition to the shorter construction time frames, open trench installation requires less
specialized equipment and operators as well as reduced mobilization costs.
The design team has addressed all the previous agency comments received during the first
application approval process. The following design steps have been taken to proactively
mitigate any concern to the environment, water quality, and protected species. First, instream
erosion control measures have been designed to meet the NCDEQ Erosion Control Manual's
recommendation for High Quality Waters, specifically the stream pump around system shall be
sized for a 25 year storm instead of the standard 10 year storm. Secondly, turbidity curtains
have been added downstream of the five proposed open trench stream crossings in accordance
with recommendations from DWR to ensure no sediment from temporary disturbances migrates
downstream. This was a FWS concern as well for mussels but the addition of the turbidity
curtain eliminates any downstream sediment migration. Atlas performed a mussel survey with
FWS representatives in August 2017. No mussels were observed.
Goose Creek, the unnamed tributaries to Goose Creek, and Stevens Creek are classified as "C"
waters by DWR. The Corps, DWR, and two representatives from US FWS conducted site visits
to the project area in 2017 and 2018. Atlas has conducted numerous site visits to the project
area since 2017.
Enclosed are the necessary permit documents and additional project information. A copy of the
resource maps, etc that were submitted with the jurisdictional determination package have not
been submitted in this application package since all agencies already have digital copies of
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

FAVFaAl i
wm;0'
A
them. Thank you for your attention to the enclosed request. Please contact me if you need any
additional information.
Best regards,
dl?44
Jennifer L Robertson
JRobertson(o)atlasenvi.com
Digital Copy To: Alan Johnson, Mooresville DWR Office
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

o�0F W AT�c9OG
I ILEX
o -c
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 El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
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
1 e.
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:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
® Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Charlotte Water Stevens Creek Lift Station, Forcemain, and Gravity Sewer
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Mint Hill
2d.
Subdivision name:
this project is not a subdivision
2e.
NCDOT only, T.I.P. or state
project no:
not a DOT project
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Charlotte / Charlotte Water Easements
3b.
Deed Book and Page No.
various parcels along sewer line
3c.
Responsible Party (for LLC if
applicable):
Nicole Bartlett is the project manager for City of Charlotte
3d.
Street address:
5100 Brookshire Blvd
3e.
City, state, zip:
Charlotte, NC 28216
3f.
Telephone no.:
704-497-8801
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Nicole Bartlett
4c. Business name
(if applicable):
City of Charlotte
4d. Street address:
5100 Brookshire Blvd
4e. City, state, zip:
Charlotte, NC 28216
4f. Telephone no.:
704-497-8801
4g. Fax no.:
n/a
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road, #411
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
not applicable
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.4 January 2009

B.
Project Information and Prior Project History
1.
Property Identification
la.
Property identification no. (tax PIN or parcel ID):
various parcels along sewer line, see page 1 of plans
1 b. Site coordinates (in decimal degrees):
Latitude: 35.085275 Longitude: - 80.375761
1 c.
Property size:
linear sewer line; 25-30 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project:
Goose Creek
2b. Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Yadkin Pee Dee (Lower Rocky), 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: deciduous forested areas, evergreen forested areas, floodplains of UT's to Goose Creek, field areas; the
general land use in the vicinity is residential development, commercial development, and undeveloped areas
3b. List the total estimated acreage of all existing wetlands on the property: 0.113 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 325 linear feet
3d.
Explain the purpose of the proposed project: Installation of a lift station, forcemain, and gravity sewer line to serve the
project service area as well as to remove an existing old private treatment plant. These improvements will serve a
Mecklenburg County nature preserve, mixed use developments, residential developments, single family residences,
businesses, and commercial developments.
3e.
Describe the overall project in detail, including the type of equipment to be used: this project involves construction of a lift
station, forcemain, and gravity sewer line; heavy earth moving equipment will be used to grade and install the sewer line;
the original approved 0.087 acre of temporary herbaceous wetland impacts, 0.026 acre of permanent conversion of
forested wetlands, and 60 linear feet of permanent stream impacts to install armor at four stream crossings to allow
access along the sewer line have not changed and will still be completed; included in this new NWP 12 request is 190' of
temporary stream impacts for open cut installation of the sewer line at five stream crossings
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Atlas Environmental, Inc.
Name (if known): Jennifer Robertson
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
8/9/2018; see attached previous 404 and preliminary jurisdictional determination
5.
Project History
5a.
Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
A NWP 12 and WQGC 4133 were obtained in 2018 for this project. Original approvals included 0.087 acre of temporary
herbaceous wetland impacts, 0.026 acre of permanent conversion of forested wetlands, and 60 linear feet of permanent
stream impacts to install armor at four stream crossings to allow access along the sewer line have not changed and will
still be completed.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 3 of 11
PCN Form — Version 1.4 January 2009

Page 4 of 11
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
Area of
number
Type of impact
Type of wetland
Forested
Corps (404, 10) or
impact
Permanent (P) or
(if known)
DWQ (401, other)
(acres)
Temporary T
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total wetland impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 T
Excavation
CH 500 UT to
Goose Creek
PER
Corps
15
30
S2 T
Excavation
CH 100 Goose
Creek
PER
Corps
40
50
S3 T
Excavation
CH 100 Goose
PER
Corps
25
50
Creek
S4 T
Excavation
CH 500 UT to
Goose Creek
PER
Corps
8
30
S5 T
Excavation
CH 400 UT to
PER
Corps
4
30
Goose Creek
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
190
3i. Comments: 190 linear feet of temporary impacts
Page 5 of 11
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts:
4g. Comments: there is no open water on site
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: no pond contruction proposed
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 vou MUST fill out Section D of this form.
6a.Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
6i. Comments:
Page 6 of 11
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All impacts to streams are temporary in nature. The existing stream beds will be re-established once construction is complete.
The construction duration is shorter for open cuts as opposed to directional boring.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In stream erosion control measures have been designed to meet the NCDEQ Erosion Control Manual's recommendation for
High Quality Waters which specifially include the stream pump arounds being designed for a 25 year storm instead of the
standard 10 year storm. Turbidity curtains will be used downstream of all five crossings to ensure that no sediment from
temporary disturbances migrates downstream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: none
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity none
Quantity none
Quantity none
3c. Comments: none
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
none linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
none square feet
4e. Riparian wetland mitigation requested:
none acres
4f. Non -riparian wetland mitigation requested:
none acres
4g. Coastal (tidal) wetland mitigation requested:
none acres
4h. Comments: not applicable
5. Complete if Using a Permittee Responsible Mitigation Plan
Ea.If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
not applicable
Page 7 of 11
PCN Form — Version 1.4 January 2009

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
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: buffer mitigation was paid during the previous NWP 12 approval process
Page 8of11
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
this is a sewer line project that does not involve any impervious surface, the pre-
❑ Yes ® No
existing topography will be re-established as construction is complete
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<24% %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: there are no impervious surfaces
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
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 9 of 11
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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.
sanitary sewer
Page 10 of 11
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US FWS was involved during the initial NWP 12 approval process
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?
https://www.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper
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?
NCHPO GIS Service; NCHPO had not comment
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 permanent fill is proposed. The project engineers are
coordinating with FEMA regarding the permanent road crossings.
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
'�
�A4
6/1/2020
Applicant/Agent s Printed Name
o�
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form — Version 1.4 January 2009

VIRONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name: Charlotte Water Stevens Creek Lift Station,
Property Owner of Record:
Contact Name: �-'`'! '
Address: `'�I� k'54 /,/`�_
Address:
Phone/Fax Number:
Email Address:
Project Address:
Project Address:
19514106,
Tax PIN: 19507315,
Signature:
Date:
C
Charlotte, NC 28216
Forcemain, and Gravity Sewer
V
19514107,19706114,19706115,19706113,19706112,19514178,
1950 • • 1• • 1• •9 1Qr;nq1c)7, and 19507315
ATLAS Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o)/ 828-712-9205 (m)
[e-mail]
www.atiasenvi.com

VlR�NMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the undersigned, a duly authorized owner of record (or easement holder) of the
property/properties identified herein, do authorize representatives of the Wilmington District,
U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the
purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act of 1899.
Project Name: Charlotte Water Stevens Creek Lift Station, Forcemain, and Gravity Sewer
Property Owner of Record: Charlotte Water (easement in place
Address: 5100 Brookshire Blvd
Address:
Charlotte, NC 28216
Project Address: Lawyers Road, Thompson Road, Country Woods
Drive, Goose Creek, UT to Goose Creek, Stevens Creek
Tax PIN: 19515101 19 15131 19509138 19509142 19509162
Signature:
Date:
ATLAS Environmental Inc.
712 English Tudor Lane
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www.atlasenvi.com

\ 1
VIRONMENTAL
Page Key for Impact Maps
Page 1: overall project area, tax parcel map, ownership information
Page 2: stream crossing 8 (CH 500) (UT to Goose Creek), temporary open cut, perennial, 30
linear feet temporary, stream impact S1
Page 3: stream crossing 1 (CH 100) (Goose Creek), temporary open cut, perennial, 50 linear
feet temporary, stream impact S2
Page 4: stream crossing 2 (CH 100) (Goose Creek), temporary open cut, perennial, 50 linear
feet temporary, stream impact S3
Page 5: stream crossing 6 (CH 500) (UT to Goose Creek), temporary open cut, perennial, 30
linear feet temporary, stream impact S4
Page 6: stream crossing 5 (CH 400) (UT to Goose Creek), temporary open cut, perennial, 30
linear feet temporary, stream impact S5
Page 7: erosion control plan, stream crossing 8 (CH 500) (UT to Goose Creek), temporary open
cut, perennial, 30 linear feet temporary, stream impact S1
Page 8: erosion control plan, stream crossing 1 (CH 100) (Goose Creek), temporary open cut,
perennial, 50 linear feet temporary, stream impact S2
Page 9: erosion control plan, stream crossing 2 (CH 100) (Goose Creek), temporary open cut,
perennial, 50 linear feet temporary, stream impact S3
Page 10: erosion control plan, stream crossing 6 (CH 500) (UT to Goose Creek), temporary
open cut, perennial, 30 linear feet temporary, stream impact S4
Page 11: erosion control plan, stream crossing 5 (CH 400) (UT to Goose Creek), temporary
open cut, perennial, 30 linear feet temporary, stream impact S5
Page 12: typical details for Rip Rap Placement Limits, Temporary Pump Around, Dewatering
Bag Detail, Creek and Ditch Stabilization, Concrete Encasement Beneath Creek, and Turbidity
Curtain
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte

1
IR CREEK E
I� EK
1
M 7 41
1
CHARLOTTE SHEET CIA-JCOVER SHEET
SHEET B-1 - BUILDING CODE SUMMARY APPENDIX B
© SHEET B-3 M
=ngM
SHEET C2 - FORCEMAIN SANITARY SEWER STA. 0+00 TO 10+00
SHEET C3 - FORCEMAIN SANITARY SEWER STA. 10+00 TO 20+00
I EX. CET WATER SANITARY SEWER SHEET C4 - FORCEMAIN SANITARY SEWER STA. 20+00 TO 3D+00
I CET wTR JOB `: 379-96-726 TER SHEET CS - FORCEMAIN SANITARY SEWER STA. 30+00 TO 40+00
FILE /: x85-12 SHEET C6 - FORCEMAIN SANITARY SEWER STA. 40+00 TO 50+00
7-- �Ex MH•18002 SHEET C7 - FORCEMAIN SANITARY SEWER STA. 50+00 TO 60+00
/ CHARLOTTE, NORTH C A R O L I N A SHEET CB - FORCEMAIN SANITARY SEWER STA. 60+00 TO 70+00
/ �M •1 SHEET C9 - FORCEMAIN SANITARY SEWER STA. 70+00 TO 80+00
EX MH•180C11W
H•104427 �-, /
EX MH•1BM25 ,, J !
EX. CLT WATER SANITARY SEWER
CLT WTR JOB +: 374-91-707
FILE 11: 1492-521
' FX MIH180027A
REFER TO CLT WTR
JOB /: 70306001IT- 17-571
FOR ADDITIONAL INFORMATION ON -
DOWNSTREAM RECEIVING MANHOLE
Ho110`N
EX. CLT WATER
SANITARY SEWER
CLT WTR JOB P: 090-96-725
014
SANITARY
STEVENS CREEK
\ / EX. CLT WATER FORCEMAIN
CLT WTR JOB 4: 379-15-5126 A N D
MC7NTY MAP
SANITARY FORCENAIN
R14
NOT TO SCALE
CLT WTR JOB 4-518
DESIGN COMPANY.
PLANS PREPARED BY: LANDDESIGN. INC.
ADDRESS', 223 N. GRAHAM STREET
CHARLOTTE, NC 28202
PHONE', (704) 333-D325
FAX: (7D4)332.3246
CONTACT: BRIAN CRAFFORD
EMAIL: [e-mail]
40. MECKLENBURG COUNTY
DATE DESIGN COMPLETED:
1. N/A
20. MORITZ PROPERTIES
PARCEL 10: 19509162
PARCEL ID: 19517156
DB: 1412-390
2. GREGORY NORMAN AND DEBORAH ANN
KEZIAH
DB: 25615-982
41. AARON E. & FAY E M. DEESE
DESIGN COMPANY: (STREAM CROSSINGS REVISIONS)
PARCEL ID: 19505117
TZ PROPERTIES
21. MORITZ
PARCEL ID: 19
PLANS REVISED BY: BLACK & VEATGH
DB: 16729-66
PARCEL ID: 19509/97
993
DB: 3985 Pg 993
INTERNATIONAL COMPANY
08: 25615-982
MB: 4 Pg 457
ADDRESS: 10925 DAVID TAYLOR DRIVE, STE 280
3. WALTER J. AND JANICE L PIETROWSKI
PARCEL ID: 19505117
22. TRICOR MINT HILL LLD
All. PALL D. & ASHLEY S. HENDERSON
CHARLOTTE, NO 28262
DB: 29237-408
PARCEL 10: 19514107
PARCEL ID: 19508133
PHONE:[phone]
OR: 19890-866
DO: 24132 Pg 556
704 FAX: [phone]
( )
4. RICHARD SEANE BRITT
PARCEL ID: 19505316
23, TRICOR MINT HILL LLC
MB: 43 Pg 571
CONTACT: MIKE OSBORNE
DB: 24560-355
PARCEL 10: 19514106
43. SHERRY T. HENDERSON
EMAIL: [e-mail]
5. GEORGE F. AND LISA M. KARTIKIS
08: 29082-508
PARCEL ID: 19508126
DB: 6503 Pg 443
PARCEL 10: 19505314
24, BRIDGES AT MINT HILL LLC
MB: 24 Pg 253
DB: 7300-535
PARCEL ID: 19706114
SURVEYOR COMPANY.
DO: 27784-433
44. DOUGLAS & SHERRY HENDERSON
LDSI, INC
6. CAROLYNE E. HOLLIFIELD
PARCEL 10: 19507208
25, BRIDGES AT MINT HILL LLC.
PARCEL ID: 19508116
DO: 3979 Pg 201
50B WEST 5TH ST
DO: 6944-92
PARCEL ID: 19706115
DB 27784-630
MB: 43 Pg 571
CHARLOTTE, INC 28202
7. IRA D. AND MYRNA 0. COCHRAN
45. DOUG&SHERRY HENDERSON
PHONE7p4.337 9327
PARCEL 119507206
26. BRIDGES MINT HILL LlC
PARCELEL ID: 19508132
CONTACT'. DAVID BOVLES
DB: 9167-
ID: PARCEL ID: 19706113
DB: 27784-430
DB 2594 Pg 489
MB d3 Pg 571
EMAIL: DBDYLES@LDSHINC'COM
8. VAN A. A LOLA GREENE
PARCEL ID: 19509308
27. ELIZABETH HEDGEPETH
46. MORITZ PROPERTIES LLC
DB: 1853-245
PARCEL IN 19507203
PARCEL ID: 19507376
GEOTECHNICAL COMPANY:
DR: 18609-125
DB: 18919-202
CAPSTONE CIVIL GROUP
R. N/A
28. JOHN & JEAN HELMS
ME: 56 Pg 158
202D N. TRYON STREET
10. N/A
PARCEL ID: 19507204
OB: 31295-886
47. EUDY LEGACY TRUST/
JU IA MOORE EUDY
CHARLOTTE, NO 28206
11, BRIDGES AT MINT HILL LLC.
PARCEL ID: 19514112
PHONE: 980.938H377
PARCEL ID: 19706112
29• N/A
08: 25895 Pg 707
CONTACT: CHARLES DROWN JR.
03: 27784-430
30. $TEVEN AND DEBRA COLVARO
EMAIL: [e-mail]
12. PETER J. JUGIS, BISHOP OF THE ROMAN
CATHOLIC DIOCESE OF CHARLOTTE,
PARCEL ID: 19514178
DO: 15630-262
41 . DAVID ANTHONY & HOLLY THOMPSON
PARCEL 10: 1951AI16
NORTH CARLOINA
08: 30767 Pg 559
DEVELOPER:
PARCEL ID: 19515101 & 19515131
31. PHILLIP AND CERETA HAZELTON
BRIDGES AT MINT HILL. LLC
DB: 5502-112
PARCEL 10: 19514176
DB: 05359-607
49. DONALD R. & PEGGY C. HELMS
PARCEL ID: 19515111
13355 NOEL ROAD
13. DONAED R HELMS AND
DB: 2054 Pg 307
GALLERIA TOWER ONE, SUITE 2200
PEGGY C HELMS
PARCEL ID: 19515110
32.PAUL & TANYA RAULERSON
PARCEL ID: 19514194
50.JAMES RODNEY NIGGLE
13355 NOEL ROAD
DO: OB886-973
DB: 10873-126
PARCEL ID: 19515124
OR: 6575 Pg 879
DALLAS, TEXAS 75240
14. NICHOLAS & SAMANTHA HELMS
33. OEPT OF TRANSPORTATION
PARCEL ID: 19511129
OR: 30623 Pg 309
PARCEL 10: 19514129
DO: 12091-847
51. WIWAM MICHAEL STEGALL
PARCEL IN 19509112
CONTRACTOR:
MB: 21 Pg 652
34. JAMES & CHRISTY TYNDALL
DO: 13335 Pg 137
MB: 16 P9 375
15. RAINS FARM INC
PARCEL ID: 19514131
PARCEL ID: 19507315
DB: 10421-031
52. JAMES RODNEY & JENNIFER MCGEE
D8: 30987 Pg 416
PARCEL ID: 19509104
INSPECTOR:
MB: 56 Pg 158
35. CRAIG & NANCY SOLDER
PARCEL ID: 19514132
DO: WO54 Pg 298
MB: 12 Pg 171
16. JAMES SHARRETT AND JILL SHARRETT
DB: 05416-727
PARCEL ID: 19509101
53, JOSEPH LONG & MARY WHITLEY
DO: 09553-168
36, K/A
PARCEL ID: 19509201
DB: 3402 Pg 389
17. RICHARD SPEIGHT JR &
37. BRENDA MULLIS
M8: 12 Pg 171
DIANE SPEIGHT
PARCEL 10: 19509103
PARCEL ID: 19514299
DO: 08747-333
54. PHYLLIS BURNETTE FISHER
0B: 10635-288
PARCEL ID: 19509202
INSIDE C7RLOTTE
IB. MORITZ PROPERTIES
38. MECKLENBURG COUNTY
PARCEL ID: 19514101
GO: 26583 Pg 180
MB: 12 Pg 171
( ) YES (VI NO MECKLENBURG COUNTY
PARCEL ID: 19509138
DB: OE ID: 982
DB: 30459-495
55. RICHARD OVEflY & CAROLYN BAKER
39. MECKLENBURG COUNTY
PARCEL ID: 19509203
19. MORITZ PROPERTIES
PARCEL ID: 19524101
DO: 2739 Pg 107
PARCEL ID: 19509142
DO: 12412-394
MB: 12 Pg 171
DO: 25615-982
SHEET C10 - FORCEMAIN SANITARY SEWER STA. 80+00 TO 90+00
SHEET C11 - FORCEMAIN SANITARY SEWER STA. 90+00 TO 100+00
SHEET C12 - FORCEMAIN SANITARY SEWER STA. 100+00 TO 110+00
SHEET C13 - FORCEMAIN SANITARY SEWER STA. 110+00 TO 120+00
SHEET C14 - EDRCEMAIN SANITARY SEWER STA. 120+00 TO 130+00
SHEET C15 - ToRCEMAN SANITARY SEWER STA. 130+00 TO 140+00
SHEET C16 - FORC MAIN SANITARY SEWER STA. 140+ + E SE E 00 TO STA. 146 O6
SEWERAGE PLANS
SHEET C17 - SANITARY SEWER PUMP STATION TOM -
H 3
SHEET C18 -SANITARY SEWER MH-3 TO MH-7
SHEET C19 - SANITARY SEWER MH-7 TO MH-12
LIFT STATION, FORCEMAIN
SHEET C20 - SANITARY SEWER MH-12 TO MH-16
SHEET C21 A TAR SEWER
SHEET C22 - SANITARY SEWER MH-22 TO MH-27
SHEET C23 - SANITARY SEWER MH-27 TO MH-31
SHEET C24 - SANITARY SEWER MH-31 TO MH-36
GRAVITY SEWER
SHEET C2- SANITARY SEWER MH-TO MH-4
SHEET C26 - SANITARY SEWER MH-40 TO MH-46
SHEET C27 -SANITARY SEWER MH-46 70 MH-49
56. RICHARD QUERY & CAROLYN BAKER
PARCEL
\ / �•
ID: 19509204
OR: 3011 Pg 531
\ �/
MB: 12 Pg 171
•� '
1 -
57. LPA D DOUGLAS BRTT
PARCEL 19509205
`. \✓
34
DB: 24734 Pg 182
18
MB: 12 Pg 171
_
58. LARRY DOUGLAS BRITT
PARCEL 10: 19509206
DO: 24734 Pg 185
M8: 12 Pg 171
59. BILLY HUGH & RO ENA SUSTAR
PARCEL ID: 19509305
OR 24780 Pg 686
MB 12 Pg 171
60.1ANET SOMMER & HARRY RONALD RICE
PARCEL 10: 19509306
DB 26530 P9 897
MB 12 Pg 171
61. BILLY 0. & GLENDA L. FURR
PARCEL ID: 19509307
DB 2895 Pg 245
62. N/A
63. SIENA HOMEOWNERS'S ASSOCIATION
PARCEL ID: 1950919'
OR 32382 Pg 646
64. N/A
55. CAROUNA WATER SERVICE INC
PARCEL ID: 19507244
DB 12629 Pg 627
66. SEA N AND DIANNE J. EXUM
PARCEL ID: 19505301
DB: 23610 Pg 664
67. KELLY ADAMCHICK
PARCEL ID: 19505411
DB: 27735 Pg 515
68. BAINS FARM INC
PARCEL ID: 19505608
DB 23683 Pg 126
MB 59 Pg 975
89. BAINS FARM INC
PARCEL ID: 19505607
DB 23683 P9 126
MB 59 Pg 975
70. BAINS FARM INC
PARCEL 10: 19505606
DB 23683 Pg 126
MB 59 Pg 975
71. BAINS FARM INC
PARCEL ID: 19505658
DB 23683 Pg 126
72. EDGAR H. AND OLENE H. TAYLOR
PARCEL 10: 19518142
DB 6331 Pg Z09
\ SHEET C28 - SANITARY SEWER MH-49 TO MH-51
SHEET C29 - SANITARY SEWER MH-51 TO MH-53
\ SHEET C30 - SANITARY SEWER MH-1 TO MH-54
S6MH•53 ERMH•52 \ \, \,\
40a0 LF
CREEK SSMHH0 A
(\ \\ 40a0 LF\M1
\ \ Be
3620 LF \
\ H
•¢ � SS •47
397.5 LF \
GOOSE CREEK \ SSMIM6\ \
1/4.6 LF �
AR 6 tzar LF
221.] LF
02H,I14\\
(\PO 1135LF
\\•'b" PROP. 1{,606 LF \ sSNH•41 \ \\\\\\\
OF SANITARY FM SSMH42 1334 LF
41300-14E5166 712 LF� \\ 6 IWO ® •�•\I\'\`,�\
_ \ \,' Al \ 3033 LF
SO
_- I 1 3•I1
�� \ SSMH•3B 1 LF
20a0 LF
`1221 LF' Q�1' SSMH / 1-»` \44
}F, SSMH•37
'PS I IM4 LF
�® n�400, LF.f. I 1 1 SSM1+17
/ y-----L--- ` 6 352IU` 1112LF
2532LF 1 W7.7 LFSSMH•18
\ \� \
141.4 LP \\ I 1113 LF 17SI LF SSMH•15
J J
39MM65 /) I 178E LF A I A \ ® -
SSMH•33
2\• `\ \ A Q SSMH•18 �i__-_
SSMI+3_
\1 3473 LF-
20_
_ 85 LF, /
33MH 1 `�1 SSMH•23 � SSMH•19
91871
SSMH•
•\ \ 2835LF \ �6S H• SOM1H•14
•• SSMH•29 Y-a - CR
SEMI 4284 LF 1423 LF
Jkr,-q�e%O�w '" `. 2081115 UP
A� 163]LF � SSMH•12//
\ SS 1H• ] _-�3029 LF10
OEM
�`A �
1733 LF
_- SSMH•9
73. SAMANTHA CAHOON
PARCEL ID: 11723104
DB 31 f27 Pg 690
PMP STATION
U
74. JAMES DOWD McEWEN JR.
PARCEL ID: 19701116
CLT WATERPROP.
JOB M300-14-516
415BLF
DB 20129 19 571
75. JPARC M7GI14.EWEN JR.
\\,
`, STEVENS
L
107A LF---� H
"TO LF
L10:DOW
PARCEL 10: 19701145
J CRE\K�
SSMH•1
ss w64 -71_
7111/
6�8/10cY�;
Nq. oq1
SHEET C31 - EXISTING CONDITIONS - PUMP STATION
SHEET C32 - PUMP STATION SITE PLAN
SHEET C33 - ENLARGED SITE PLAN
SHEET C34 - ACCESS DRIVE PLAN AND PROFILE
SHEET C35 - ACCESS DRIVE PLAN AND PROFILE
SHEET C36 - PUMP STAION AND ACCESS DRIVE GRADING PLAN
SHEET C37 - ACCESS DRIVE GRADING PLAN
SHEET C39 - WATER MAIN PLAN
SHEET C39 - PUMP STATION DETAILS
SHEET C40 - PUMP STATION DETAILS
SHEET C41 - PUMP STATION DETAILS
SHEET C42 - PUMP STATION DETAILS
SHEET C43 - FORCEMAIN & SANITARY SEWER DETAILS AND MANHOLE TABLE
SHEET C44 - TRAFFIC CONTROL NOTES AND DETAILS
SHEET C45 - EROSION CONTROL - PUMP STATION TO FORCEMAN STA. 5+00
SSMH-1 TO SSMH-3, SSMH-54
SHEET C46 - EROSION CONTROL POLICEMAN STA. 5+00 TO 20+00
SHEET C47 - EROSION CONTROL FORCEMAIN STA. 20+00 TO 40+00
SHEET C48 - EROSION CONTROL FORCEMAIN STA. 40+00 TO 60+00
SHEET 049 - EROSION CONTROL FORCEMAIN 5TA. 60+00 TO 80+00
SHEET C50 - EROSION CONTROL FORCEMAIN STA. 80+00 TO 90+00
SHEET C49 - EROSION CONTROL FORCEMAIN STA. 60+00 TO 80+00
SHEET C50 - EROSION CONTROL FORCEMAIN STA. 80+00 TO 90+OC
SHEET C51 - EROSION CONTROL FORCEMAIN STA. 90+00 TO 110+00
SHEET C52 - EROSION CONTROL FORCEMAIN STA. 110+00 TO 130+00
SHEET C53 - EROSION CONTROL FORCEMAIN STA. 130+00 TO STA. 146+06
SHEET C54 - EROSION CONTROL SSMH-3 TO SSMH-12
SHEET 055 - EROSION CONTROL SSMH-12 TO SSMH-16
SHEET C56 - EROSION CONTROL SSMH-I6 TO SSMH-27
SHEET C57 - EROSION CONTROL SSMH-27 70 SSMH-36
SHEET C58 - EROSION CONTROL SSMH-17 TO SSMH-46
SHEET C59 - EROSION CONTROL SSMH-46 TO SSMH-51
SHEET C60 - EROSION CONTROL SSMH-51 TO SSMH-53
SHEET C52 - EROSION CONTROL DETAILS
SHEET C63 - EROSION CONTROL DETAILS
LS
SHEET CB4A- M6CELL4NEOU8 DETALS
SHEET 065 - PRE -DEVELOPED DRAINAGE AREA MAP
SHEET C66 - LIMP DRAINAGE AREA MAP
SHEET C67 - BMP PLAN
SHEET C68 - OM DETAILS
SHEET C69 - BUFFER RESTORATION PLAN
SHEET C70 - BUFFER RESTORATION PLAN
SHEET El - ELECTRICAL NOTES, DETAILS & SPECIFICATIONS
SHEET E2 - ELECTRICAL PLANS & DETAILS
SHEET E3 - ELECTRICAL POWER RISER. SCHEDULES & DETAILS
SHEET E4 - ELECTRICAL POWER & PUMP CONTROL DIAGRAMS
SHEET E5 - STANDBY POWER SYSTEM DETAILS & SPECIFICATIONS
SHEET M7 - MECHANICAL PLANS, NOTES & SCHEDULES
SHEET S-1 - ELECTRICAL ENCLOSURE PLANS. ELEVATIONS. AND DETAILS
LOCATION MAP
I" = 500'
sV MA
Y"/III
6MH•7 /
-3DL9 LF
S54H•8
521 LF
I IF 00[Po0[ �WE Oqa
MH-. ST®P
1-�60D-632o wa4a
39 H 3
2LF \
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CHARLOTTE
WATER STANDARD SPECIFICATIONS.
QO
McALPINE CREEK BASIN

R/

■■■■■■MI■■■■■■■■■■■■■■■M■■O■■■■■■O■■O■■■I■■ME■■■■■■■■■O■E■■O■■■■■■IEEEM■■■■O■■■■■M■OO■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■I■■■i■■■■■■MEMO
■■■■■■■I■!11■■■■■■■■■■■■■■■■■MO■■■■■■■O■■■I■■■■■■■■O■■■■■O■■■M■■■■■■■M■■■■■■■■■■■■■■■■■■■■E■■■■■■Mi■■■■■■■O■■■■■■■■M■■■1■■■■■■■■■EMEMO
■■■■■■■I■■■■■■■■EEO■EEO■■■■■■■■■■■■■O■■■I■■■■■■■■■■■■■■■■■■■■E■■■O■M■■■■E■■■■■■■■■■■■■■■OO■■■■■OM■■■■■■■■■■■■■■■■MM■■1■■■■■MM■■■■MEN
■E■■O■■I■■Sea■■EO■E■■E■■■■■■■■■■■■■■O■■■■I■■■■■OE■■O■■■O■E■■■■■■■■■■■■■■■M■■■■■■Mi■■■■■■O■■■■■■■■■■■i■■■■■■■■■■■■■M■■■1■■■■■■■M■O■MEN
■■■■■■■I■■Nl■■■■■■■■EEO■■■■■■■■■EOM■O■■■I■■■■■■OO■O■■■E■■E■■INN
■■■■■M■■■■■M■■■■■M■M■■O■■■■O■■■O■■■■M■■■■■E■■■■■■MM■■■i■■■■■■M■■O■MEN
.,■■■■■■EIS■Il�if■■■M■■■■E■■■■■■■■■O■■O■■■■■■I■■■■■■OE■O■■■E■O■■■■■■■■■■■wS7■■■■■■■■■■■MOO■■■■■■E■■E■■■■■■■■MOO■M■i■■M■■■■I■■■■■■M■■■■
MEN
.,
■■■■■■■I-.■I■■E■■■■■■■■■■■■■■■■■E■■■■■■■■E■;■�a■■■■■■■■�E■■■■■■■■■■■■■■Erg■■■■■■■■■■■■ME■■■■■■■■■■■■■■■�■■■■■E■■■■■■■■■w■EI■E■■■■■■■■EEE■
■■■■■■MIIMM■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■'If1il■■■M■■■■■■■■■■■■■■■■■■■■iIMS■■■■■■M■■■■■M■■■■■■■■■■■■■■i■■■■■■■11■■■M■OIII■■11■■■■■■■M■■■■■
■■■■i■i'I
IO■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��1±1■■ME■■M■#!•III�MO■■■■■i■i■O■■B��E■E■M■■■O■■■■■■■■■■■■■■E■■■■�E�MM■■E■■�■■■■■EF�MGII�EM■■■■■O■■O■O
■MEMO■ill■E■■i■E■O■■O■■■EOM■■■■■■■■■■■■■■$��■O■■■O■���■■■■■■■■■■■■■■f���■■■■■M■E■■■■■M■■■■■■■■■■■■■��M■■■■■■�■■■■■Mifi#��II�M■■■E■■■■■■■■
■■■■■Ei'11
IE■■■■■�1■■■■■■OEEOO■■■■■■■■■O■■■S�:�r�■■I�Iz-'�■■■��Ela■■E■■■■■■■■■■■M��■■■■■■■■■■■■■■■MOO■■■■■■■■■�GE�■■■O■■11■■■■■■��SI
�■■■■■■E■■■■■■
■■■■■E■�II■■■■■■E■EOM■■■O■O■■O■■E■■■■■■■■■Nlsl[�:■O��i7■O��M'■■O■■■■■■■■■M■YOi■■■■■■■■■■M■■■■■■■E■■■E■■■■���E■■O■■11■■■■■MAY■IE!■■■■O■M■■O■■■
••■ME■■■
I1■■■■■■■EEO/1■■■■■■■■OMOO■MOO■E■■s
it■ei
7■M■Ir,■■EEO■■■■■■■■■■■■■■■■■■M■■■■SS■■■■■■■OE■E■■■EMI■O■■■■■■■■■■■■maunip■■■■O■■■ME■■■
•
■■E■■
OE■■■■■■■■■11■■■■.�i\■/IO■■■E■■M■O■E■■■■OO■■■■■■■O■■■■■■■■■O■■O■■■■■■■■IEEE■■■■■M■M■■■■■\\■ISO■■■E■■■■ME■■
■■O■■M®I
1■■■■■■■O■■■■■■Jai■O■■■OEE■■O��E■■11■■■■■O■lL�!'1'1�■■■■■OOO■EMS■■■I■E■■■■■■■�i■■■■E■■O■■■�■O■O■■■1■■■■wO!■!Oi!■!■■!■I
I■■■■■M■■■■■■■
■■■■■S■�I1■O■■■E■■■■■■■■■■■O■wMOO■■EI��It'Y�lE■.II■■INE■■■■■■
iM■■w■■sl��Je�se■s:/■■COi■■G.ii�i■`i■iM!`iiir■M■■■■■I
I■■■■■O■■■■■■■■■■\\I4�■■■■■■M■■■■■■
■■■■■Mil
IM■■■■■■■■■■■■■■■■■■■■i.'1L"M■■■M■■■1
O■P.%■■■N■■
■■■■■■■■■■■■■■■■■
1■■■■■■■■■■■■■■■MM!_M�JL�lENEREEM1
IECSS■■■MEM■M■■E■■I1■■■■■■■■■■■ME
SEEM■■■I1■■■■■■■■■■■■■■■■■■■■■■■■M■GCHQ!■!2ERN■■■ORM
■■■■■Eww■■■!■ee■■IS■■■Mw■MCiMG■iiCii■■■■■■■■■■■■■II■■■M■■E■M■■MEM■■■Ib■■■■ME■■M■■E■
■M■■■■i
i IEEE■■■■■■M■■■■!!O!!OlJOCEiaOi-ii■■■1
■■E■�1SOE■■
■■■■■■MUMEM■■■M■■
1■M■O■■■O■■■■O11■■■S■■O■■■■■■■■I
IMM■■■MM■■I■■MMO■■MI
&■■■■■MM■M■MEN
M■■■S■MI
IGa■■`iY■sir■MO■■■■■■■■E■■■■■■■■■■1
■■E■■M■M■■
■ME■MOMM■MMMM■■■■
1■MOO■■OM■■■■■O■casa»a■■■■■■■■■1
I■■MM■■M■M■■E■■■■■!
r■■■■■■■■■■■■■
■O■■■Mil
IEEE■■■HMO■■■■■■■■■■■■■M■■■■■■■■■1
■E■■■O■M■■
■■■IiiiiliYYiiiii■■■■■■■■
1■■■■■■■■■■■■■■■■■■■■■■■■O■■■■1
I■■
M■■■■■I
FEMO■M■■■M■■OM
..■■■■■■MII■■■■■■■■■■■■■■■■■M■■■■■■■O■■O■O■1■■■■■■■■■■.■■■■■■■■■■■■■■■■■1■■■■■■■■■■■S■■■■■■■■■■■■O■■■■IIM■
■■E■iFEEMEMMEE■■M■■..
■■■■■■OI
li■■■■■■■■■■■■■■■■■■OE■■■■■■■■■■■1
■■MM■■■■■■■IIE■OEO■■■■■■■■■
IM■■■■■■■■■■■E■■w!■■se!■■■e■■Ei
IGi
'"""
�\l■
i■■■■■M■■■■■■■
■■MM■■■I
1■E===OE■O■■■■■■■■■■■MO■■■■■■■■■■1
■■■>i■o■i■■
�MMrrM■■Oii■MCe■■'�
!OOOCE■■iiO■■■■■■■O■■■■■O■■E■■1
IOw
�
iWR
■■■■■■■■ESE■■■
■■■■■■EI
1■lik��ftl■■■■■■■Mi■■■■■■■■■■■■■■■■■■1
■91■■E■M■E■
■■■■■■■■■■■■■■■■■
1■■■■■■M■■E■■■■■■■■■■■E■■ilISMI
I■►�'SrM
J■
■■■M■■■■■ME■■■
■■■■■■■I
1■Il
i'
ll■■■■■■E■■■■■■■■■■■■■■■!/e:7■1
a■■■■■■■■■
■■■■■■■■■■■■■■■■■
1■■�����M■■11I
1l11��!'
e��..........�
li=`:
�mmvmil
■■■M■■■E■M■■E■
■M■■■■■I
•.■___±�■■■■O■■■OSe!■SivOM■■■■■■■1
■P======1■
■■■■■®>d1�1�i1>rO�3O:
■■
iii■■■■■.■■O■O■■■■■■�������
i�i
I�SI■�
NOMMa■■i
■■■■■E■■■■■■E■
■■■■■■■I
IEEE■a■Sec■■■■■.■.:��eww�:���====■■:
■��::■■■■■�■
iiii■■■■■■■■■■E■■
�■..■■■■.■■...........------
-
--•
,,.,,.
,.�...
,,...-
■■MEMO■I
1!!!!.■■===M■■■====:GiGGii■iiiii■LPL=GG::::.il�i������������������■���������������i�������I
I����
�#•.�111�'i��:�l��I��������������
M■■■ME■IAM■■■■■■iMlt!I/SI■■■■■■M■■■M■■■■■m�mE��EiDii/■■\1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■5�11�G�#311�►l�J■■■■■liffiii'irliiGiti����■■■1■■■■■■■■■MM■■■
. ,
■■■■■■■i■■■■■■■■■■i'
iil■I■■■■■■■■■■■■■■■■■■■■■■■■■■■■S■■■■■■■■■■E■■E■O■■OE■■■M■■■■■■S■■■■■■iiliilifliliaffilifi■■■■■■■■■■M■■MO■ME■E■■1■■O■■■E■■O■■■■
■■■■■■■I■■O■■■O■iO��c�Y■I■■■■■■■■E■■■■■■■■■■■■■■■O■■■1\MA■I■I■■■■■■■■O■■■■■■■O■■■■■■■■■■M■■■■EOM■■■O■■■■■■■■■S■■OEO■■■■■O■■1■■■■■■M■■■■■■■
■■■■■■■I■■■■■■■O�iiiiii�i■E■■■■■O■E■■■■■■■■■■■■O■■■■■■M��If�S��'IIIO■■■■■■iE■■■■■■■■■■■MME■■■■ME■■■O■E■M■■■■■■■■■■■■■■■■■■■■■■1■■E■■■■M■■■■■■
■■■■■■■I■■■■■O■■■■■■■OOS■■■■■■■■■■E■O■OE■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■OO■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MI■OOE■■■■
■■■■■■■I■■■■■■■■■■■■■■■■O■■■■■■OE■■■EOE■■■■■■■■■■■■■■■■■■■■■■■■■■O■■■■O■O■■■■■■■■M■■■■■■■■■■■■■■■■■■■E■■EOE■■■■■■■■■■1■■■M■MEN
■■■■■■■I■■■■■■■■■■■■■■■■MMOS■O■■■■■■OO■■■O■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■E■E■■■■■■■■I■■■O■O■■ME
.
'
■■■■■■■I■E■■■■■■■■■■■■■■■■■■EEO■■■■■■E■■■E■E■■■rnal■■■■■en■■r���n�rw■ee�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■SEE■E■■■■■■■■1■■■■■■E■
■E■■■■■I■■■■■■■■■■■■■■■■■■■■■■■■O■■■OO■■■■OM■■■Y1ilWlii■■lA�i�l■E.,Pii�lill�lW�i1Y■iriWil■■■MM■■■■■■■■E■■■S■■■■O■■■■■■■■■i■■■E■■■■■E■■E■I■■■■■■■■
a
�
}
'� 4,
G ems✓.+1/�"'""Y"".
�►
AF
-
cNS����
? aTY Qi n1NL�Ri OEGAPi41FNf

■■■■■■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■ILO■■■O■■■■■■■■■■■iiiO■■■■IEEE■■■MOOi■■■■■■■■■O■OO■OOO■O■OOOi■O■Oi■■■■■■■■■■OOOO■■O■■■■■■i■■iM■■i■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■11■IEEE■■M■■■M■■■■■■■M■■■■■M■■■■IEEE■■N■■■■■i■M■MM■■■MMOMM■M■■■■■M■■■O■■■■■N■■■■i■M■iM■■■■■■■■■■■■EiM■■■■■■■■■■■■■■■M■■■■■
!'M■■■■■■
■■■■■■■■■IiM■■■■■MMM■■■■■■■■■■■■■■■■M■■■■■■IEEE■■■M■■■■i■MM
NONE
iO■M■M■■■■■M■NMM■■■■■■O■■■■MOi■■E'€■"M■■M■■■■■ONlJ■■■■■■MMM■■M
■■O■O■■■■11■M■■■■■■■O■O■OO■■■■■■■IEEEO■■■■■■■■■■■i■O■■■i■■OONE
O■OMOO■■O■■■■■■■■■■■■■■O■■■■■■IEEE'I■IJ■■■OOM■■■■lwlfl■■■■■■■■■■■■M■■■■■■■
■■■iO■■■■11■■MO■■■■■■IEEE■M■■■■■■iO■■■MMM■■M■■■■■■M■■■MMlaMmom
M■M■■M■M■■M■■■MMM■■■■■i■■■■■■■■■■!ll■■■■■Mn■■■■EIIwI■Ifi■■■■■■■■■■■■■■■■Mi■
■■■■■■■■M11■■■■■■■■■■■■■■■■N■N■■■■M■■■■■OMM■MMM■■■iOM■illl
l�q■M■■■i■■M■M■■■■■■■■■O■■■■ii■O■■■■■■■■■FPIg■M■OBIO■■O■111k1■■■■■■■■■■O�"1■�■■■■■■
.: •
■■■■■■■■■II■■■■■■■■■■■■■■■■■■■i■■■■■■■■■■■■■■■■OM■■O■O■E�11■■■■■■■■i■O■■O■i■■■■■■■■■Oi■■■■■■■■■■LIT"��■■OOf�■■■■�1�11=■■■■■■■■■■■��!■■■■■■■
.: .
■■■■■■■■■11■!■■■■■■■■■■■■■■■■■+
■■■■■■■■■■■■■■■■■■■■■■■■E11�i1■■
NEON
■■■■
1�€
■■■L�
aA�lllil■■■■■.te
a■■■■■■
■■■■■■■■■11��i■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■E�■■i■i■■■■■■■■■■■■■■■■■■■■■■■■■■■IEEE■
R
1!■■■■tllii■■IL�YiI�i■■!■i!It■■■■i
■NMNii■■Oi■■■■ii■Oi■■■■■
iit■■■��E■■■■■■■
2Ri■■■■■■
■Mi■■■■■■1I�Mi■■OMMi■iOOMiO■■■I�■O■■MOO■i■■■■■■■■■■OM■i■i■lL1M■MM■MO■i■N■■iM■■M■■■■■■OMM■■■■■O■■■■■lililiiiMi■■[�ii■■f`ii■■f■a
■■■■■Oi■■11■C,IEEE■■■IEEE■IEEE■■■■■iO■OMM■■OO■■■■■O■OM■■;I■1!!a■■■■■OMM■M■■■■■■OM■■■■■■O■■M■■■■O■■Mull■■■■■■I■M■■1
■■■■■■■■■IIf
i1Ei■■■■■■■■■MOO■■■■i1
i
i■IEEE■M■■■O■■■■■■■OiM■E
I
iM■■M■■MM■■■■■■■■■■■■■■■■■■■■■■MAI!rPl
iNiIlls■■■i■■IM■Dil
ii■■■■■N■■■■■■i■■■■■■■i
■■■■■■■i■11
■�i■■■■■■■■■■■M■■■ram
l i■■■■■■■■■i■■!1!■'!■■■■■■■i■Itil
i■■■■■■■■■■■■i1�Z41r•"tl
OMEN■■■■■■■MEND■■■■i!!1■!Nei■SEEMEI
■■■■■■i■■■■■■�!■■■■■■■i
NMM■■■■■NIIIIi■■i■■i!}�!■!�!1?tl■■■■311
■■■■■■■■■i■■ia�i■■■■■■■i€■i1N■■■■■■■■■■■■■Di!!:G`■G■Gi■i■■■■■■■i�■MI
I■■■N■■■■■■■1
■■■■■■■■■■i■■!7■i■■■M■
■■■IEEE■ill!iN■■■■■■■■i■■MMMOki■■■■■■■■■■■■■i►\■■■■■O■li■■■i■!■t■■iiii■■■■■■■■■i■ii■■■■■IEEEIEEEII■■■■■■i■■■■1■■M■■■■■■■■■■■■■■■■■■■
■■■■■■■■■11€NIIi■■IEEEiMM■■►\■■■■7■■■■■■■■■■■IEEE■E�■!•'!■C■iii■■■■■■■IEEE■■■N■■■■■1\i■1•lJi■■iii�iiiiiil
iCi■■■■■■■■■I
■■■■■■■■■■i■i■
■■■■■■■■
. •
■■■■■■■■■11111■■■■■■■■■■■N■'CO:
C'1\■■■■■■■MM�JMGi■■it■■■■■■I
I■■■■■■■■il•l�JGiaG■MGM7NMM■■■■■■■■■■■■■Mil
I■■■■■■■N■■■I
■■■E■■M■M■NOM■
■■■■■■■■I
■■IEEEN■■II/IM■■i■OO■M■OMO■■■■■■1■D:�M`■■■■■Mi■■■■■■■M■■MOIIMONCONi-i■M■■■■■MM■■■N■■■■■■■■■■■■■■■■■M■il■■■MMM■Mi■■i■■O■■■■■O■■■M■
mom
■NONE
■■■■■■MO■111�■i■■�■OEMIIEMIw!lliMM
�N■OOO■■■O■■MO`iMGiNriiiMiil
I■■■O■IEEE■■N■■■■■■■■■■■■■■■■■■■■■M■■■■NI
I■■■■■M■Mi■■I
■MEMO■■■ESEEME
■MM■■■■■
■■■■O■■■■11■':iii■■OCfI■�■■�■■■■■ION■■■■■■■■■O■■O■■■■■■■■■II■■■■■O■■■i■■■■■■■■■■■■■■■■■■IEEE■■O■■■■II■■■■N■■■O■■I■■■►\■■M■■N■■■■■■IM■■M■
■Mi■M■■O■1I11■■M■■OMNOi■ii■■■■■■■IM■■■■O■■■■■Oi■M■■■■■M■■■11■■■■■O■O■■M■■■■■■■■M■ii■iN■N■■N■■■■■i■■II■■■M■Oi/■O■■i■■M■MIESiMM■■■■■■■M■■M■
■■■■OM■MM11■■l9iMO■MiiiMM■■■■■■1■M■■i■M■■■MOi■■■■■■■ii■■II■■■IEEEN■■■■■■■■iM■■■■■■iO■■■■■MM■■■■■■II■■■O■O■MO■■I■NE■■■■■■M■■■■■■■■O■i■
■■■■■■■O■II
I�JM■■■■■■■MOO■■■■■■■■
1■O■■■■OiOM■■■■■■■■■
NNE
■■LION■■■■O■O■■■IEEE■■O■■■■■■■■■■■
■■■■■■NMI
E=Eimmmml
MMOMMEMMEMEMEM
■■■■E■■■
■■■■Mi■MM11■■M■■■■■■■■■■■iO■■■■1■■■■■■■■■■■MOO■■■■■■■M■■ILO■■■■M■IEEE■■rJ■Gi■:M■L�iONO.■!JM■■■iOM■MMI
®®ai
A'
4qWj
■i■OiM■■■■■■■■■N■■M■■M
■■■■■O■■E11■■■O■■■■■■■■■■■OOi■■
1■13C■�>rl�■■■■■■■■■i■■■■■■■■I
i■O■■!■■N■M!■■■■■■■■■■■■■■■■■■■■■■■■■■■I
■N■..._==_..:
■■O■■■iN
■■■■EN■■N11ii■■M■■■■■■■IEEE■Ni■1■■MOi■■►■IEEEM■M■■■■■■MDIICMiE■■■■■i■MO■■■N■■■i■■■■iM■■■■■■■■M■■■I
►-� -
a lsCl�w-.Ia■M■M■Mi■■■■O■■■i
1 I�'
Ls.�
�
wwwwwwwww..w--
.. •
iMM■■i■■■{!11■i■■■MOMMiiiN■■■■■■■
IMM■■■i■■Ir■■MMCOiLiiCiiM■■I
I■■■■■■■IEEE■M■■■■■Nill�l■■■i■iMMN■■ED!INNL'iwr:f■EI
■■■■■■■■■!
i■■i■■■■■■■■■■■■■■■■■
1■O■■■il%OO■■■■■■■■Oi■■■■■Ili■■OOOi■■■■■■�r's'NiiD■�+wi====G==:.�..�..=====i
■■■i■►\■L'd'I�MNNNe�>.7M■■■Mi
■■■■■■■■NIL■■M■■■■■■■■■■■ON■■■■IMDNMN■■■■i■M■■■■■■i■M■■■11-----====---=----NN:=NN:IEEE■■■■MN■■MMi®���li�.?.�i�■■■■■M■■■■■■■■■■■■■■■■
■■■M■■■■Mil
I■■M■MN■riiiiGifCNi.�Nf1•■■
1■MO■■■■■■M!!!I''i�iilii�flil�ii�NN
:Gii
;NNNG=iiiN■■■f����■■■M■■■■■■■■■■■■■■u
m w
r
FI
EMNON
■■■■■■■
111�MEN■MEN
■■■■O■■■■IIIiO■■■OOOO■■■■■■■■iiil■■O■■DMDi■■M:iDO!Nl:=iiN■Id■■■■■■■■■iO■■■■■i■■■■O■OOOOi■■■■■■�
MO■■■■■
EM■O■■i■■■■M■■■■O■M■■i■■■MMiii
■■■■■MM■MI
I■■M■■MMMIIlIlIlIR�!■■�N■M
!OMN:••MN:iNEi■■Mi■■■i■■■■■■■■■■■■OM■■■■■iO■■■■■■DOOM■■O■■■Oltil�7r�GGii7ilii
■■■■■■■■El
iNN■MEiiiiiriiiriOO�:=:�w.._
E.,w■�CGiiNrNr•■iifl■■■rON■O■■OOO■■■■■■■■OMO■iM■■■■■■■■■■■■MN■■■■■O■■■■■■■■■ii■O■O■■MMEEEMMr■■■■■■ii■■■■■■■■■O■■M■■■■■■■■■M
::iEi�■■■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IiE�113IfYiilr■■■■■■■■■■■■i■■■■■■■■■■■■■■■■■
OMOMM■■■aIJ1�
M■Mt■■■O■■i■iOOO■■■■■■IEEEiO■IEEEIEEE■■iO■■O■■■■■■■■■■■■■Mi■■■■■■■■■■■■■■■■■MiM■■■■■■■■M■■■■■■■■MMOO■■■■■■■■■■■■■■■■■■■■
■■■■O■■■■ILO■■■■■■■■■■■■■■OO■■■■■■■■■■■■O■■O■■■■■■■■M■■M■■■■■■■■■■■■■O■■■■O■■■■■■■■■■■■■■OM■■■■■■■■■■■■■■■■■iO■■■■■■■■■■■■■■■■■■■■■
■■■■MO■■■IiMO■Oi■■■■■■■■■■■MMOO■■IEEE■O■MiiOiiO■■■■■M■■OM■■M■■MMMiM■■■■NM■iM■■■■■■■■■■■■■■■M■■■MM■■■■■■■■■■■■■■■■■Mi■■M■■■■■■■■■■■■
■■■■■■■■■11■O■■O■■■■■■■■■■■■■■■■■■O■■■■■■■■■■OO■■■■■■O■■■■■■■■O■■■O■■■■■■O■■OOOEOOOi■■■■■■■■■■■■■MN■■M■M■■■■■■OO■■■O■■■■■■■■■■■■■■■
NONE
■■■■■II■M■■iM■Oi■■■■■■■■■
III
■■■■■■■■■■■■■■NNM■■■■■■M■■■■■■■■■■■■■IEEE■■■M■■■■■■■■■iMO■■■■■■M■■■■M■■■■iO■■■■iOM■■■■M■■■■■■■■■■■■■■
■■■■■■■■■li■■M■■■■O■■iMM■■■■■■■■M■■■M■■i■■■■■■■■■MNM■■■MO■■O■■■■IEEE■iMO■i■MM■■■■■■■■■■■Mi■■■■■M■■■■■■■■■■■■iiM■■■M■i■■■■i■■■
■■■■■■■■O11■■■■■■■■■■■■■■■■■■■■■III,I_III!■■i■I,Is■191111L�J1111■!�!_111111�0■■i■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■O■■■■■■■■■■■■■■■■■i■■i■■■■O■■■■■■■■
■■O■■■■MMIi■■MO■■■■■■OO■■M■■■■■■YI11Jii11s■iM■L'�NMC(:11LIIliiliY■fOirWL\i1■■i■O■■■■O■■■■■■■M■■O■■■■■■■■■■■■■OMO■OO■■■■■■■■■■■■■iM■■■■■■i■MMOO■i■
■■M■■■■■■Ii■■■O■■■■■■i■■MMO■■■■■■M■■■M■■�IIIIMNfi�lifi�iii■■■■■M■■O■O■■MO■O■■■■■■■■N■■M■M■■■i■■■■■■■■M■■■M■■■■■■■■■■■■i■■O■■■■■■■■■O■i■
••NONE
■■■■■IIOO■■■■■■■■■■■■■■■O■■■■■■■■■■■■■iOii■■■O■■■■■■■■■■■■■■■■OOO■mom
i■■■■■■■MN■NN■■■■■■i■■■■■■■■■MOO■■■■■■■■■■■■■■■■■■O■mom
..•
.1
N AW
I -
III
♦
--------------
---------------------------
1
7
1•
FROM ON '10111 'plim
'
1
A CITY OF CHARLOTTE DEPARTMENT

680
680
m
=
u
•
670
-
- -
s r
670
0- Ral
EL
V: 111&
00
0
EX
GRkDEI1
OVER
I IP
to
660
_
660
_
1
SEE
OTE n
E
V.
s
)
1 E'
DIP SS
® .6
if
6:48
te"
IP 55
0 .12
650
650
O T
e'6
E T
NE
8
y
2
3 E R
X
T
640
❑ X❑❑❑
640
38+00
39+00 40+00 41+00
NOTE:
1. FRAME AND COVER = F&C
2. TYPE III CHARLOTTE WATER
EMBEDMENT REQUIRED FOR
PVC.
N�r
2
O
U
O
'•
x
9TOe11)
2V 0• 10, 40 BD•
BEFnRE Yoll qGl
9e•4Dreri
NOTES
1. CONTRACTOR SHALL LOCATE O EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK PRIOR TO CONSTRUCTION. IF UTILITIES ARE TO REMAIN IN PLACE,
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
COMPANIES.
2. CONTRACTOR SHALL VERIFY ADEQUATE WORKING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION TO
AVOID OVERHEAD L FIE ES.
3. CONTRACTOR SHALL FIELD VERIFY THE LOCATION Di ALL EXISTING GROUNDWATER
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WITHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
CONSTRUCTED OF DIP. FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
ANY WATER SUPPLY WELL.
\ - PaRCa OiM
i a56-e]e
PROP. SSYH-S OMTM- STEEL TUNNEL zoxro. rvo (wD)
+ ER PLATE \ic'nvTm.-_-ve-cr�4
IWn �• . P. SSMH-5
STAi 77.
n - `- _4i_!T •�'�- \\
Ni- i •�-• �� R101.P IsA
_ lln • lrE{
•� _p U 100 YR FLOOD
PLAIN (TYP) •
' PROP. f 5' CLT WdTER l\_ j
PERMANENT EASEMENT i 1�� \
.--- PROPERTY LINE
3
TEMPORARY CONST.� N0 �� 45.iW I '• /
EASEMENT (TYPO
© STREAM GROSSING 5 (CH 400)
\ PROP. \ \ /'
ONNA� TO 'INSTALLATION.
PERENNIAL STREAM. C PIPE INSTALLATION, ANTI•6EEPAISE
15 LF OF REAM IMPACTS FOR COLLAR
CONSTRUCTION ACCESS AND (SEE NOTE7)\\ _-
\ /
�t\\
® J \
\\\
20D' CREEK BUFFER
Pi A Ttre vwl
R W,
Y OBLACKAVEATCH E /
Black & VeatC In Intematlonel Company jp �i
TAsIDs. U.— Me. F-0 N ; F.
,n p,(i I NE ! 1tr y.� THIS DFLIWI S WAS
1 Oh6rbNa, MPM C�PIRw3 Tat •� h•'N ORIGINALLY SEALED ON
ESP 2 �.• STEWARi.ALCE DALE
P PROFESSIONAL ENGINEER IN
41 THE STATE OF NORTH
ONLY
T e�ti:��Tw��+.P1�.E �ytJJyP�.y� REVISIONS PE: CLOUDED
L{ii4�, JBBM, ■i�/FV/W ■i m STREAMREVISIOC CLOUDED UNDER
v STREAM LR�61N0 REVISIONS
ARE CERTIFIED BY CHARLES E.
223 N Graham Stma Charlotte, NC 28202 SHOE, PE LICENSE 10142.
V. 704.333.0325 F. 70.1.3323216 CERTIFICATION DOES NOT
V. 704a33.03 EXTEND TO THE ACCURACY OR
Vgineering
E Firm mse No. C•0658 DESIGN DOLRELIABILITY OFO 61�
CHARLOTTE CHARLOTTE WATER
W�TER
CHARLOTTE, NORTH CAROLINA
300-14-516
Jab N0. Flle No. STEVENS CREEK LIFT STA7/ON,
Scales FORCEMA/N & GRAVITY SEWER
PLAN 1' = 40'
4. MAINTENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION.
ONLY ROADWAY R/W AND PERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
U SEO FOR SEWER CONSTRUCTION.
5. REFER TO SHEET CIS FOR ADDITIONAL NOTES AND SPECIFICATIONS PERTAINING TO THE
REQUIREMENTS FOR SANITARY SEWER UTILITY LINES WITHIN STREAM BUFFERS OR THE
MwCrs 4txWM xlu ua
puca ID: te'/Det is
D�x[o7--
z P o (CUD)
PROFILE
HOT. 1 = 40
Vert. 1• = 40
SANITARY SEWER MH-51 TO MH-53
GOOSE CREEK DISTRICT.
e S T I T
'/. ANT•6EEPAGE COLLARS SHALL BE INSTALLED ON BTHER SIDE OF CREEK BED PEP OEfgIL ON C4G.
As Built Dote
F eimw CES STREAM CROSSING REVLFONS Sheet Oi
No. Dote
By Revision Surveyed By Designed By Drown By PrOjecl-Engr Approved By Date C29 70
A CITY OF CHARLOTTE ORPARTMEMT

® EXISTING CLT WATER
TEMP. CONST_ EASEMENT
Al x/F OB: 31518 PG: $18
EXISTING IRRIGATION LINES nrt aNx R AExn xaN, STREAM CROSSING 8 (CH 500
ARE PRESENT. DAMAGED uaRlrz Rslq a PA ¢AID: tmD1104 )
7o6-m[ UNNAMED TRIBUTARY TO GOOSE
LINES SHALL BE REPAIRED wL 1u eR ez E z NNIAL STREAM, u+A+-u+.Y
® AND REPLACED TO MATCH zON[D: R UTILITY P - PIPE INSTALLATION
EXISTING. © POLE (TYP) 3
EXISTING CLT WATER NR la,
.TEMP. CO IT. EASEMEM
'IroMWNDN[R6AmDMII� \ \ \ D@: 31489 PG: 442 \ \ DOUBLE ROW HIGH HAZARD IVF
RCS: y q a \ \ \ \ IKEPETH
'SILT FENCE (TYP) \ PARRE1 10aET4 m251—
APPROX. LOCATION OF EXISTING DOUBLE ROW HIGH \ \ \ \ PADWiieoi-iss-zorED: STONE ALL PROP. CLT WATER. \ \ EXISTING` LT WATER EOA[�n D
PERMANENT HAZARD SILT \ \
\\ \ \ TEMP. CO&N5j EASEMENT
\ \ \ \\ ` \ EASEMENT (TYP) FEND E (TYP) \\ \ \ \ \ \ DB: 32097 PGC 294 \ r
REPAIR AND REPLACE \ \ low POST CONSTRU \
EXISTING BITCH &STABILIZE _ \EXISTING OVERHEAD \ \ C \ \ \ \
\ W/ NAO SC250 (TYP) '- UTILITIES (TYP)\ , \ CREEK1i\UFFER. \
\\ \ (SEE DETAIL SHEET C64) SILT FENCE \ \
V A v V U v I 1 /^(TYP.) 1 A
TEMPORARY CONST. EASEMENT FOR TEMP._ UTILITY POLE (TYP) \ E7f.\R �� O R R I
GUY
POLE AND GUY WIRE RELOCATION -- ^'
FORCEMAIN CONTRACTOR SHALL NOT
UTILIZE GUY POLE/GUY WIRE EASEMENT ` - - \ , - m / 2 EX II `
0 FED
L 35'(L) x 15'(W) 7'(0) ED£ST1L_ i SIGN EX. HW
\ SOME PIT p -4m - UT
OU SIGN g
' 0U f�; IIyq UTILITY POLL (TYP)
GUARD
L a RAIL (I 9 --SOW GW \ 1
PROP. WADDLE _
A � / W/ PAM (ttPY R/V Rrr( R/6 w
v �
/ iV ✓ \ R/V\ R/...
Q E%. EDP, / � \ \ \ � \ R/
OpO
ix 1 ) \\ \\ \ TREE PROTECTION`/
\ yy
w '�Y\iENCE (TYP.) \ \ �
C J \ \
EX. 8 APARExD oROM'x�YxTAUR10
15" RCP 6 $(_-
O \ OUR
O J \ 6r[V[P�DttlDP 19TAN— NATI6 wEZENED �RM
o R \ EXIST .g o- WATER MAINCUT _ _ zOxm a
CLT WATER
(APPROX. FILE JOB #358-D04178
I \ LOCATION)
W' A G q xA.UIPA
mL 51P
y '4 MwZO EP:MI Rm
9L
[
\ DP
L
2aD2,-)u
\
zoxm n
r\
UTILITY
\\
(\ POLE (TYP)
REPAIR AND REPLACE
\ PROP. WADDLE
EXISTING DITCH h STABILIZE
-
\ W/ PAM (TYP)
\ W/ HADSC25o (TYP)
/
\ \ \ \'y
\ EDEW.
\(SEE DErAIL SHEET C64)
o
RECEIVING PITwAiin
J /
M1SERMCE INIE
0BL1M[v9
6P)µ
zD
FENCE )
UTILITY
II C I
caw 't' [
POLE (TYP)
/SCp
)
----736----
EXIST. IV CONTgMS
- -- 73e
EAST. 2CONTOURS
U RATS OF CONSTRUCTIOW
DENUDED UNITS
o D D D
TEMPORARY 9LT FENCE
(MCLOS M0006A)
TREE PROTECTION FENCE
❑
CATCH BARN INLETPROTECTION
IMGLD6 P30.15,
ROCK P1- PJLET S..MENT
TRAP. TYPE A (NCCOT 169501)
ROC K CHECK DAM VI TH PAM
(MELDS WO.'LIB,
©
WADDLE WITH PAM
(MCLDS0a10C)
®
9LT FENCE OUTLET
(MCLDS GDwC)
F6j
i. CONTRACTOR SMALL LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
I
SIGN 1
I O
['
AREAS OF WORN PRIOR TO CONSTRUCTION. IF UTILITIES ARE TO REMAIEMAII N PLACE.
T
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
Iy
CON.
2. CONTRACTOR SMALLVERIFY ADEQUATE WORMING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TOO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION TO
AVOID OVERHEAD UTILITIES.
\
3. MINIMUM FORCEMAIN SEPARATION: 10-FT HORIZONTAL OR 18" VERTICAL SEPARATION
SHALL BE MAINTAINED BETWEEN PROPOSED FORCEMAIN AND EXISTING WATER MAINS.
\�
/
DUCTILE IRON FORCEMAIN SHALL BE USED WHERE MINIMUM SEPARATION CANNOT BE
MAINTAINEO.
\
\
O(z
0
4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ILL EXISTING GROUNDWATER
\
\ \ \
'
� T
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WITHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
AND UIR TM.-
\ EXIST 6" WATER MAIL(
�+
� �\ I
CONSTRUCTED OF DIP. FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
Ym,u
aNNOI )
zox[o.
WITHIN 16' STEEL \CASING\
BOLT WATER JOB #579-03*178 \
\ 2W
\ �'
ANY WATER SUPPLY WELL.
5. MAINTONLY ENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION.
CLT WATER PILE #358-004
\ (APPROX. LOCATION) \\
\ \ �CR�I
\ \\
USED FORDSEWERWAY /W AND CONSTRUCTIONPERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
\\ \ \\ \
\ \ \ \
6. REFER T SHEET C1 F R ADDITIONAL ND7ES.
\ N A
WE
uADtuu
w= IxD _I'
O
A NA as�o_srm i
en� / \ 3 tt \ PA o Elea 1'r, D \ \ \ \ \ \ \ ! P i_EN R
o-aaa'NA
h
ZD / DRARCU DT. IBDD61m PAI x
EXISTING CLT WATER \ ,�� \ - - - -)b TEMPI(
[ OPEN CUT EXISTING DRIYEWAY TEMPORARY \ '>' \ �1
J CONSTRI
\ / APPROX. LOCA N/ REPAIR AND REPING DRIVEWAY AND CULVERT CONST. EASEMENT \ \ \ / EASEMENT
OF EXISTING DS: 31489 PG: 360 UTILITY POLE \
\1 GROUNDWATER (SEE OPEN CUT DETAIL SHEET C43) \
\ RECEIVING PIT I WELL (TYP). I / \ TEMPORARY CONST. �/ EXISTING CLT WATER
\ I PROP. WADDLE OVERHEAD / EXISTING CLT WATER EASEMENT (TYP) REPAIR AND REPLACE '��... _ \ B9 ? TEMPORARY
\ SILT FENCE w/ PAM (TYP) \ TEMPORARY EXISTING DITCH h STABILIZE T `Z CONST. EASEMENT
UTILITIES (TYP) / CONST. EASEMENT W/ NAG SC250 (TYP) OB: 31489 PG: 394
\ \ (TT•P.) \ \ UTILITY POLE L I xC.) \ p� L1 T5 Of I Do: 31499 PG: 437 \ )'1i� \
z q5 EX. R/W BY (SEE DETAIL SHEET C64
\ \ TUgBANCE (TYP.) I MAINTENANCE OBI UTILITY POLE-
1D� R/w / UTILITY POLE \ (TYP)
o \
\ o�
(TYP) PROP. CLT WATER PP
\ SILT FENCE
'j p
o EX. FN Z
m X - � X < \ \ E%. R/W \ 1.
EASEMENT(TYP)(TYP•) UTILITY (TYP) OLE\
a _ \
w DV
o
0 o `R/Y __R/V R-,Uy— Jam' — 1W—_R/ R W— R/W R/ R
REPAIR/ REPLACE � LAWYERS ROAD �S, —
F EX. RIP RAP (CLASS B) (B0. (g ` 15' RCP - - - _ -
\ (UW VARIES) ,� - � '- � �(G_ : � ^� _ _ .'I•D OU G - IS" RCP
EX. EOP - - —
_ - 4
R/W\ /W R/W /W— W,— W— R • ®w. pu.
} R
\ \ \ \ \ EXIST 16" WATER MA —
\ \ \ I CLT WATER JOB #590-05-081
EXIST 16" WATER MAIN \ \ \ \ \ \ \ 1� _CLT WATER FILE #35]-005
CLT WATER JOB #579-03-17B \ \ \ \ \ \ _ \ \ I (APPROX. LOCATION) I EN 1 B" WATER MAIN
_ WITHIN 76" STEEL CASING
CLT WATER FILE #358-004 \ \ \ \ \ ` - ��' \ _ \ CLT WATER J08 0590-05-DBI
\ (APPROX. LOCATION) \ \ \ e. \ ` _ - _ \ \ ( CLT WATER FILE #357-005
\ \ \ \ ` y N aw \ _ _ _ - - - - (APPROX. LOCATION)
IDR EANo, UN
0 DR 36011930) NB \ \ \ \ \ \ ' ` \ H. AND CE \( - - D. MID N/R' Ff61ER (` \
ZDNER \ P DNmIN6IX6- e010N \ \ �\ \ \ R: wI021 A) NIAnCY
). SEE SHEET C64A FOR TEMPORARY PUMPING DETAILS RIP -RAP STREAMBAHK STA9U TIM
1 SHALL BEINSTALLED 15 LF PARALLEL TO STREAM BANK ACCORDING TOM -RAP PLACEMENT
UMTS DETAIL ON C64A REFER TO CREEK/DITCH STABILIZATION DETMLON CM FOR
STABILIZATION OF DISTURBED STREAMAREAS.
EROSION CONTROL NOTES
1. ALL "STO." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND
DEVELOPMENT STANDARDS MANUAL,
2. REFER TO SHEET C61 FOR ADDITIONAL EROSION CONTROL NOTES. ENHANCED
EROSION CONTROL MEASURES, CONSTRUCTION SEQUENCE, AND CONSTRUCTION
SEOIIENCE FOR STREAM CROSSINGS.
3. REFER TO SHEETS C62 TO C64 FOR ADDITIONAL EROSION CONTROL DETAILS.
4. REFER TO SHEET C18 FOR ADDITIONAL NOTES.
8'(L) = W(W) x 11'(D)
RECEIVING PIT
20' 0' 20' 40' 80 ORe
Q N V; e:LACW'1 tR
z
o \\u
i 0 BLACKBVEATCH oo..L�?
S Black & Veatch Intemallonal Company )p^^42
o BuMnev Llcenae Ne. F-0T9l \tr. y"
lwzs owns Txvlur oxva s. I. zm %C\'f6I -IN THIS � ORIGIN NANGWAS
ALE
- � CNexoxe, NaxM1 Cgrouru le261 'y,'i,# �. � ORIGINALLY SEALED ON
[zrRC(S E•`,',+` By BRMNW CRAFFORD,
LICENSED PROFESSION,
[[fi/62 R20 + ENGINEER IN THE STATE
z yy NORTH CAROLINA. PE 0•
T^A••� �yy� Q ONLY REJISI AM OROSCLOUD
�+iBB�E.i■.J/B•+�.�J N ■ • 2 UNDER STREAM CROSS,
VV.�L� _ .. SIGNS AREERT RI
A QTY DF cHARLOrr5 DEPAR IMENT

CRMO ¢ NANCYS s0u0Ea
P � , sz
-
v
- -exe- Lc. TYsox
coxsmucllox.-
I 1 rAna1 iD: E INN - eb0 � � ` \ eb� \ \ / __ PROPERTY LINE
1
FEMP. CONST. ` \ HARCCL�, 1F 1�1N _,� _ _ AMIi t O•NRY WXDALL
/SEMENT (TYP) _ - yz_ P41KEL c veut3l
_` 200*POST
PROP. 3D' GET WATER - _ _ �� _ \ CONSTRUCTNIN - \
] - PERMANENT EASEMENTJUFEEII-
TREE PROTECTION \
FENCE (TYP.)_
y
i e x
EXISTING FENCE TO BE
\ - - 65e REPLACED AND RESTORED
e{
_ R - - E T TO EXISTING AS AFFECTED O
M
\ MH_
SAN—�—
SrN� .. — _ SA �� AN So SAN s
Is — — - -
DOUBLE ROW HIGH i 'sue
�� HAZARD SILT FENCE' EXISTING FENCE TO BE n
SAN -_� - (TYP) REPLACED AND RESTORED
< �7 ens' a 3 \\� TO EXISTING AS AFFECTED i� -� �•� ' �' ,
4/ SILT FENCE NCDOT i
B,y OUTLET WITH .108 / —• CONSERVATION _ _ o
--_ PAM (TYP.) / / \ �\ X EASEMENT _
I 100 YR RQUD
3 ezy PLAIN (TYF) BT !%
a� can i / ..•.`.�......z `
EG
_ S R
F / \ _— �•
nLanp-aT�i h �� ��' B` rinca lo. lisliix x
3 OB: LT
A
P ZELTOI
IMC[L 10. 1051{1Te
WETLAND IMPACT LOCATION WL 40D0
395 SO FT OF TEMPORARY IMPACTS.
OPEN -CUT TRENCH FOR PIPE INSTALLATION 4
EROSION CONTROL LEGEND
- - - -P36- -
- - E3a6E I, coNTOURS
'38
E)aST. 2' CONTOURS
LIMITS OF coNSTRUCTiOw
DENUDED UMITS
TEMPORARY SILT FENCE
(MOLDS 43006.A)
b 0—a t
TREE PROTECTION FENCE
❑
CATCH BASIN INLET PROTECTION
IMCLDS R30151
ROCK PIPE INLET SEDIMENT
TRAP, TYPE A INGDOT 16MOV
ROCK CHECK DAMNITH PAM I..
(MCLDSA'401DB)
©
WADDLE WITH PAM
(MCl_DS301DC)
®
SILTFENCEOUI_ T
(MOLDS 3(lDOC) -
NOTES
1. CONTRACTOR SHALL LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK PRIOR TO CONSTRUCTION. IF UTILITIES ARE TO REMAIN IN PLACE.
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
COMPANIES.
2. CONTRACTOR SHALL VERIFY ADEQUATE WORKING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION TO
AVOID OVERHEAD UTILITIES.
3. MINIMUM FORCEMAIN SEPARATION: 10-FT HORIZONTAL OR 18" VERTICAL SEPARATION
SHALL BE MAINTAINED BETWEEN PROPOSED FORCEMAIN AND EXISTING WATER MAINS.
DUCTILE IRON FORCEMAIN SHALL BE USED WHERE MINIMUM SEPARATION CANNOT BE
MAINTAINED.
4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING GROUNDWATER
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WITHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
CONSTRUCTED OF DIP, FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
ANY WATER SUPPLY WELL
5. MAINTENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION.
ONLY ROADWAY R/W AND PERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
USED FOR SEWER CONSTRUCTION.
6 1
17. SEE SHEET C6M FOR TEMPO RY PUMRNG DETAILS Al P ST=SIAINUZATIONSHALLBEINSTALLED 15 LF PARALLEL TO STREAM BANK ACCORDINLIMITS DETAIL ON C64A REFER TO GREEKIOITGHSTABILIZATION DE
STABIUZAAON OF pISTURBED STREAM AREAS
EROSION CONTROL NOTES
1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND
DEVELOPMENT STANDARDS MANUAL.
2. REFER TO SHEET C61 FOR ADDITIONAL EROSION CONTROL NOTES. ENHANCED
EROSION CONTROL MEASURES. CONSTRUCTION SEQUENCE. AND CONSTRUCTION
SEQUENCE FOR STREAM CROSSINGS.
3. REFER TO SHEETS C62 TO C64 FOR ADDITIONAL EROSION CONTROL DETAILS.
4. REFER TO SHEET C18 FOR ADDITIONAL NOTES.
AM ®xD� .,y,3, ` - - _ - - / V I / / I 'A ) / v REPLANT IMPACTS WITH NATIVE
2w POST / ) HERBACEOUS WETLAND SEED MIX \ +
_
PDCONSTRUCTION
Me�iwxi0-oi113� \ J _ _ _ _ - BUFFER
"ER / / % a PAVLRCEiµ®sl 11 eat PROPERTY LINE l / Sr /r \ \ y r 2V 0• 1. 40' 00
os Imn-IZPN.cUT WATER o erepO�'12
e51--_--_ '� // / PERMANENTPROP 30'CEASEMENT \ / \ \ // / Ira TIIE LAwI LL Ea
- - -�� - - - - _ / i / 100 ]YR FLOOD "A- _- - ' ET / STREAM GROSSING 1 CH 100
/� \ 'P .� / / PLAIN (TYP)~>Ly ' / `\ I� j / / v' / I N-C E PIPE RNSTAL STIFLE (SEE MOTET
_ J
__aa--�-�
-. - --e+e - - _ ._ _ _ ORE PIT
TRW6POKICDOUBLE ROW HIGH
OOFL
IROIMIAIM HAZ RD SILT FENCE
\ eaz CY _. - PROP. 20' CLT WATER
PERMANENT EASEMENT
A, - i- •�'`yQ\� TEMP. CONST.
EASEMENT (FYP)
- NcooTG!n
_ / 1
CONSERVATION _. „ ~\�. �\ \ 53R- �i / \ ♦ +,•, _'t (,S$/'�Y+.
6 EASEMENT , �\ ,.p B3As, �� / �31LT FENCE BLACKBVEATCHV`
- ex - \•iYtl�N _ 1 I PD ML(n,P l)H i ��// / / / SSNN �y BleckB©LMhsln[emat�lonal1 Company 10142
Oszs ,he su]I. zMl ��.fHC I E� 4. TNIs ORAWANG WAs
SILT 192 ml Nunn taro l::a z.. ''.,'fJ� \\i�
\ y/ / �i Se(x�,p ORIGINALLYSEALEDON8110HB
Duna WITH \ � -� / � - ',..� ENE ,
PAM P. P _ // T D .- - y`' ESE • BY BRIAK W. PROFESSIONAL
RD. A
(TT' ) - _ _ 43+ / \\ \ / Bfa / -/ _ ! " O fi%&202 • LICENSED PROFESSIONAL
l / ENGINEER IN THE STATE OF
"�� vo /EY• / •ZA' • NORTH CAROLINA PE:046053.
y \ ./ r /. / J / 6a�J • UNDER ESTREAM CROSSING
ro
i -•- �' -- 50 FT RIPARIAN 83Y G� LP
e 4
MITIGATION BUFFER M O N-1 e193141 V RE RLONS ARE CERRRED BY
/ / / PAPaL IP tBsl al>e GHARLES E SHUE. PE LICENSE
-- 8'(L) x s• x 13• D l De: ,�nTo-xeR
--- - \ (� 223 N Graham SLreet ChaHotee, INC 28202 L0142 CERTIFICATION DOES
R CEIVING PI - e \ / o , • V: 7C4.333.0325 F: 704.332.1246 NOT EXTEND TO THE
\ �•� \_ / H' ,P \ \ - / MWW.LandDesi ACOUORIDIR.AGYORRELIABIUTYOF
DOCUMENTS.
/ Engineering Fi'. Lkenee NO. C-0658 QRIGINAL DESIGN
z \ P� a CHARLOTTE CHARLOTTE WATER
� e
DEPr aP® W16TER CHARLOTTE, NORTH CAROLINA
AMELSIafL
3DO-14-516
Job No. File No.
STEVENS CREEK LIFT STATION,
CREEK CENTERLINE GOOSEsc01es PLAN FORCEMAIN & GRAVITY SEWER
�•'�., _\ \\ \ `/ -� / e'S / ❑ PROFILE
EROSION CONTROL -
A a" OF CHARLOT'I5 1,61ARIMENI

AruTx+N
zoo' Posi CONSTRUCTION \�
rc � R�
4 -
R'61 /'•'0"-��^._ EOP R I r CREEKK Q
CENTERLINE N/I
�_""> �•• \ ) / 1\ \ \ / \ \ \ PKOIIAN N Nuc N Gino DFE
P/,w � \ \ ws-
(,.. EXIST. OVERHEAD /\ \ L/ \ \\ vA� Da 5112 lesislsl
UTILITIES (TYP) S PROP. is' CLT WATER
;\\\I \ fERNANENT EASEMENT
1 \ SILT FENCE \� \ � �M•a � � / /
/Iy 1-I' �• \ TEMPORARY CONST. \ / ` \ OUTLET W/ \\ ,
EASEMENT (TYP) A1' PAM (TYP) \\ \ STONE TABLE
IL-
RPROP Ix
URTY_ \., / �L
NE
�M
AT
SILT FENCE "� I t fsoiilz
OUTLET W I B aI:2 vu~4� \ o \ 1GO YR FLOOD
O (CUD) \ \
Aoe PAM (TYP) PLAIN (TYP)✓
y \/` 100 YR FL000
PLAIN (TYP) I ,P\\ \ 100 YR FLOOD� \ \ \ \ RET. WALL
\ PLAIN (TYP) \ \
y
( PROPERTY LINE \ \ (O 100' CREEK \ \ m
\ I \J I \l \' \ \ TEMP. CONSTRUCTION BUFFER
PROP. 20' CUT WATER /( )/ ,b"o
' a of PERMANENT EASEMENT °F ( \ ` ENTRANCE (MOLDS 30.71 A)
V
r PROP. CLT WATERI
D PERMANENEN T EASEMENT O
100 YR FLOOD ` \ TEMPORARY CONS?.
1 \ (TYP) ms N0 e1sv "a . NE
PLAIN (TYP
G.
EASEMENT - \ u,N Om D'OE of TREE PROTECTION
�� k rD at J \4 \ \ v EL e.tpstsi0l A ulst 5t FENCE (TYP.)
M -t U• vi
I
PROP. 15' OLT WATER - - -vc - - - �,/ - �..J- \ `$\ - ` m� TEMPORARY CONST.
PERMANENT EASEMENT t mv V J S N V S V S \ EASEMENT (TYP) vc
R SILT FENCE \-Y \ ^ \ h
(TYP) OMITS OF
® I DISTURBANCE (TYP.)^
A_ �Io Ii1]OITI1� 46=-r2e'-s-+e+ 1 \ \ I/
DOUBLE ROW HIGH WETLAND IMPACT LOCATION WL 1000 fA� fq
12" SAN. SEWER HAZARD SILT FENCE 1670 SO FT OF TEMPORARY IMPACTS,
(SEE SHEET C53 FOR (TYP) OPEN -CUT TRENCH FOR PIPE INSTALLATION.
EROSION CONTROL) REPLANT IMPACTS WITH NATIVE
WE
WETLAND SEED MIX
STREAM CROSSING 2 (CH 100)
PERENNIAL STREAM,
PC IPE INSTALLATION
S 0 7©
EROSION CONTROL LEGEND
73 - - - - EMST. 10' CONTOURS
130 EXIST. 2- CONTOURS
UTATS OF CONS7RUCTIOW
DENUDED U 1A7B
TEMPORARY SILT FENCE
(MELDS K3a06A)
TREE PROTECTION FENCE
❑ CATCH a0.gN INLETPROTECIION
IMCLDS.O.161
ROC KFIPEINLETSEdMENT
TRAP. 'PEA (NCDOT 163S01)
ROCK CHECK OAM WITHRAM
(MELDS RUn JOB,
© WADDLE WITH PAM
(MCLDS 0a 1DC)
® SILT FENCE OUTL
(MCL053nOBC)
NOTES
1. CONTRACTOR SHALL LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK PRIOR TO CONSTRUCTION. IF UTILITIES ARE TO REMAIN IN PLACE,
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
COMPANIES.
2. CONTRACTOR SHALL VERIFY ADEQUATE WORKING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION 70
AVOID OVERHEAD UTILITIES.
3. MINIMUM FORCEMAIN SEPARATION: 10-FT HORIZONTAL OR 1S" VERTICAL SEPARATION
SHALL BE MAINTAINED BETWEEN PROPOSED FORCEMAIN AND EXISTING WATER MAINS.
DUCTILE IRON FORCEMAIN SHALL BE USED WHERE MINIMUM SEPARATION CANNOT BE
MAINTAINED.
4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING GROUNDWATER
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WITHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
CONSTRUCTED OF DIP. FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
ANY WATER SUPPLY WELL.
5. MAINTENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION,
ONLY ROADWAY R/W AND PERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
USED FOR SEWER CONSTRUCTION.
6 T II T
© ]. 6EE 6HEETC84A FOR TEMPORARY PUMRNG DETM LS. RP•RAP STREAMBANK STpB1U2A110N
6HALL BE INSTALLED 15 LF PARAl1EL TO STREAM BANK ACCOfldNG TO RIP•RAP PLACEMENT
LIMTTS DETNL ON C64A REFER T'0 CREEK/dTCH STAOUZATION DETNL ON C64A FOR
STABILIZATION OP dSTUR8E0 STREAM ARFAfi
EROSION CONTROL NOTES
1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND
DEVELOPMENT STANDARDS MANUAL
2, REFER TO SHEET C61 FOR ADDITIONAL EROSION CONTROL NOTES. ENHANCED
EROSION CONTROL MEASURES, CONSTRUCTION SEQUENCE, AND CONSTRUCTION
SEQUENCE FOR STREAM CROSSINGS.
3. REFER TO SHEETS C62 TO C64 FOR ADDITIONAL EROSION CONTROL DETAILS.
4. REFER TO SHEET CIS FOR ADDITIONAL NOTES.
�� x�r rsav NIE DB ESO]6] •Pf t35f Ex0
© DOUBLE ROW Hldl
HAZARD SILT FENCE SILT FENCE ` \
xR CREEK CENTERLINE _ / / �`.�/ / (TYP) OUTLET W/
- _ \\
RTLR 1..NDIS. aslKw OF THE \ \ �' i 1'� �. EX. UTILITY POEE PAM (TYP) \
R— CAYNOIIc M"
DF \ I J NOTE \ !/ COORDINATE POLE STA�10N-NROU�CTION
/ - \
E1nTrt(axaSiXD CAanMA \ 1 /NH- -
v E lo& ssoz-1112E tul5t st / I S J CONTRACTOR SHALL LOCATE / / W/ OWNER rlDI TOALL PRIVATE UTILITIES PRIOR TO EXCAVATION. // OWNER: UNI NPOWER -HE WS
PHNTACT K
ONO. 70*-1242-159- - / - M 6
0' 2a 4a BY
PICNIC -�. SA
a
/SHELTER
ss
OR 0eLACKBVEATCN QE
\ VL $�A
Black B Veatch International Company1U14L2°
BuM,wu L unu ND. FA7E4
1o9zE o.+1a T,
an - TEMPORARY CONST. t ✓f
S �,. ` \ EASEMENT (TYP) \ \ ", O 1..1iteI1(F.F"� THIS ORAMANO WAS
PROP. 15' CLi WATER \ \ CNfHPIb. NDnry Gmllna 2E7u ""$'•�..s�
�"�' _ PERMANENT EASEMENT�A,. - 100 Y FL \\ '• A1( S"s\\,
�•' / / N '�, •/ `4x-. ORIGINALLY SEALEDON B/10!18
�\ p / TEMPORARY CONST. / / JS / \ \ , ES E,1,1 `s LICE DPROFBY BRIAN W. FEESSIONAL
EASEMENT TYP V / PLAIN TYPO ,"fi%b 2020OF
(TYP) � N e. F80`L`REEK BUFFER �- © -t �. / (TYP)
D \ �\ ENGINECAROLI A, PE:
40
/ -- 9r / \ y� • NORTHEVISIO S PE: 044083.
L71 �r-+ ���•tv�� _ � A�y1iRR`�Myt
i nr - '/ > _ 6rt \ \///////////�����•••••------vvvvv66666666666��������������� NDER VISIONS CLOUDED
S? �a1 i / — STORAGE- — �' x/r ��, \\ . JNx�•. © UNDER STREAM CROSSING
• M - - l— f m - / / sse _ BIIILOING J- }. u�0 er R[xFisls \ • RENSIONSARECERTIREDBY
RCEL . tsslssto CHARLE9 E BHUE, PE LICENSE
PA -
Z - l� - �\ ` ` J PROPERTY LINE r DS Zo R2J - \ \ �'� 223 N Grahazn Street Chylotte. NC 23202 10142. CERTIFICATION DOES
o _ -<-+' - _ - s6a- \ �� r V. 704.333.032E F: 704.332.3246 NOT EXTENCCURACYD TO THE
u — .�J//r` EX. UTILITY POLE 1
.:>.': / Ny ,-;i •� \ ✓ -- - _ - COORDINATE POLE STABILIZATION \ 00�\ W//w LandDengn.mm OWOINAL OFSION A OR ��DTV OF
e — / -555 - W OWNER PRIOR TO CONST. gneer g
-. TREE PROTECTION / fOP En In Frm Nb.C-065B DOCUMENTS.
y /•P '..J ( FENCE (TYP.) V \ MEP: UNION POWER _ y�
/, 660
i 1 .CONTA
LIMITS OF PHONE: 704E1242H 1598 a�y1 O C N A R L O T T E
DISTURBANCE (TYP.) - _ ��y CHARLOTTE WATER
- p R15 W6TER CHARLOTTE, NORTH CAROLINA
100' CREEK BUFFER
Jab No. File No, STEVENS CREEK LIFT STATION,
•C Scales
/ PROTECT LANDSCAPED / / �.t• FORCEMAIN & GRAVITY SEWER
i / I - _ - PLAN
P_ _ _ _ _ _ _ _ LANTERS
/ / / _ _
® —-------- PROFILE----- ❑��X Her.
EROSION
�AIOF j / verc. SSMH 16 TO SSMHL27
l/` u�E9xD.a<Br
PMCEL ID: 19513101E 1951511J / / I A9 Bunt DOSe
SSMH-22 Da: 55D:-n2 T CES I 5TREAAf CROSSING REVISIONS
ISKeet Of
N. Dale By Revision Surveyed By Designetl By Drown By Project-Engr ADProved By Dote C56 C7
P. CITY OF CHARLOTTE DEPARTMENI

PROPERTY LINE
"'D MONf ARH�lLLY P. McMPson
NE
HEADWALL PzxRDPtRras
' ruaL I¢ uenTlu
PROPERTY LINE G TEMP. CONSTRUCTION 11 — — —' ll'zauEw. R CREEK
Pre als \
ENTRANCE (MOLDS 30.11A) CENTERLINE _
_ sy
'35'(L) x ts'(W) �E'PIT \ ay,
/TEMPORARY CONST. / 35'(L) X 15•(W) X RE12'(D)
BO/ EASEMENT (TYP) IT
DOUBLE ROW NICE
asx HAZARD SILT FENCE\ PROTECT
1YPyp) -\-\\h"CC� \ LANDSCAPE
\
- — — -Y35— — — — ENST. 10• CONTOURS
73a EMST. 2' CONTOURS
UMITS OF CONSTRUCTIOW
DEM-ED UMITS
— TEMPORARYSLTFENCE
(M(:LDS R3006.A)
f1DTE5
1. CONTRACTOR SHALL LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK PRIOR TO CONSTRUCTION IF UTILITIES ARE TO REMAIN IN PLACE,
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
COMPANIES.
2. CONTRACTOR SHALL VERIFY ADEQUATE WORKING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION TO
AVOID OVERHEAD UTILITIES.
3. MINIMUM FORCEMAIN SEPARATION: 10-FT HORIZONTAL OR 13" VERTICAL SEPARATION
SHALL BE INAINTAINEO BETWEEN PROPOSED FORCEMAIN AND EXISTING WATER MAINS.
DUCTILE IRON FORCEMAIN SHALL BE USED WHERE MINIMUM SEPARATION CANNOT BE
MAINTAINED.
4. CONTRACTOR SMALL FIELD VERIFY THE LOCATION OF ALL EXISTING GROUNDWATER
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WRHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
CONSTRUCTED OF DIP. FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
ANY WATER SUPPLY WELL.
5. MAINTENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION.
ONLY ROADWAY R/W AND PERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
USED FOR SEWER CONSTRUCTION.
AND RESTORED TO �� ale ER SIGN CONTROL NOTES
EXISTING AS Aff ECTED �. © ` _
1. ALL "STD." NUMBERS REFER NU THE MECNLENBURG COUNTY LAND
- DEVELOPMENT STANDARDS MANUAL.
f R i 2. REFER TO SHEET C61 FOR ADDITIONAL EROSION CONTROL NOTES. ENHANCED
\ CONCRETE ` i ' EROSION CONTROL MEASURES, CONSTRUCTION SEQUENCE, AND CONSTRUCTION
PROPERTY LINE \ / \ TO_, SIDEWALK \ \ \ ` / awE sxu ErrHT
°�xF_s�ye,>e�sl� SEQUENCE FOR STREAK CROSSINGS.
LL A vlenRLTT rMDA � om glee w 3. REFER TO SHEETS C62 TO C64 FOR ADDITIONAL EROSION CONTROL DETAILS.
PiA m: te! etot 4. REFER TO SHEET CIO FOR ADDITIONAL NOTES.
jem
— — — — — — — — — — — — — — — — —
_ ( /' RECEIVINGtoo
-
/ — — — CREEK BMFF[R
KIF
rj—.----
7D0 YR FL000�\ _
PLAIN(TYR)
/
�.i
-----
--''
----r----------
,
_ — — — — _
x�
'
/ A'.
INSTALL PERMANENT FORD CROSSING IN STREAM \'
FOR UPSiftEA CONSTRUCTION
/
-'
------
_-----------
—�--�
PROPERTY LINE �'
ACCESS/MAINTENANCE Ala'
34'(L) X 15•(W) X 5"(T) - -
DETAIL SHEET C64)
MC 1 H IPEIlHT lR
•
,.'
i
1 — —
YARCFLb 10 ,BABI103
_- —�_----
'-------_.
_ �
-
J_ t• f0a
� �' � .
O
CRO
'•�
UNNA�TREAM
TO ONEE
PERENNIAL STREAM OPEN -CUT IPE OINSTTALIAT�N,
15 LF OF EAM IMP FOR
-
—
/
,�
"�-
�(S NOTE
TEMPORARY CONST. CONSTRUCTION ACCESS / A
'REEK
�- �"
\
`\�
DID/
i
DOUBLE ROW HIGH
HAZARD SILT FENCE
EASEMENT (TYP) /
_ _ — SpAN
�
,
SILT FENCE -.
OUTLET W/_.
'
(TYP)
I, 5,
--�� —
\
PAM (TYP)
) /
M - \
_
—�— SA
\�
/
PROP. 15' CLT WATER
PERMANENT EASEMENT
yll _
.
M — � SAS —
SAS _
'yea
�
6
' / /
IN �
;� yam—
_
--�—SAN.�—^ate_--'
_ — \\
/
100 YR FL000 x/L
PLAIN
PLAIN (TYP) �Inl laws
IN
— —
PARCEL ID: ne L
oa: salts-PRz
—STEM OP RARY CONST. _ _en '
EASEMENT (TYP) `
— — _
x o
/' f00' CREEK —
i ' BUFFER PARCEL IR: 'GSORIl/
� TREE PROTECTION / _ —
TONm: R A�
FENCE (TYP.)
LOF
DISTURBANCEE (TYP.)
_- OXER ROAD
.�-- - --- - -
PROP. CET WATER
PERMANENT
T Y49EMENF — --
/Ic q
MORIR PR IT[e
SzlHEl. 'a`I'�
5T8
A
en _ TEMPORARY CONST.
EASEMENT (TYP)
35•(L) x 15'(W) x 12•(D)
BORE PIT
72 AMP
I P
i T2"�MP
0 B
B6RE�RF
t 6
El El Ell X
2(F D• 2Y 40' 60
A CITY OF CKARLOTTE DEPARTMENT

6p1 JAMf9 WIILA s GA:FlX /� �/ -- _
661
o.
$ �GOOSECREEK / I1
PROPERTY LINE PUI�D�QinStl] �� I I
H- \\ \ zoRio: Pw (ao1 sw
DOUBLE ROW HIGH \ °s! HAZARD SILT FENCE INBTALL PERMANENT FORD CROSSING IN STREAM I
(TYP) \ FOR UPSTREAM CONSTRUCTION AND ACCESS/MAINTENANCE
\(SEE
DETAIL 15'SHEET C64)
s—
—5—AN—
666 _
PROP. IS.
CLT WATER
PERMANENT EASEMENT
TEMPORARY CONST.
_ EASEMENT (TYP) TREE PROTECTION
FENCE (TYP.)
i STREAM CROSSING 5 (CH 400)-
UN TO GOOSE CREEK,
PERENNIAL STREAM, P PIPE INSTAM.ATION,
15 LF Of REAM IMPACTS TOR
CONSTRUCTION ACCESS AND ,
©I
NOTES
1. CONTRACTOR SHALL LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK PRIOR TO CONSTRUCTION. IF UTILMES ARE TO REMAIN IN PLACE,
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING CONSTRUCTION.
SUPPORT AND PROTECTION SHALL BE COORDINATED WITH ALL APPROPRIATE UTILITY
COMPANIES.
2. CONTRACTOR SHALL VERIFY ADEQUATE WORKING CLEARANCE BETWEEN OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND SHALL USE CAUTION DURING CONSTRUCTION TO
AVOID OVERHEAD UTILITIES.
3,
MINIMUM FORCEMAIN SEPARATION: 10-FT HORIZONTAL OR la" VERTICAL SEPARATION
SHALL BE MAINTAINED BETWEEN PROPOSED FORCEMAIN AND EXISTING WATER MAINS.
DUCTILE IRON FORCEMAIN SHALL BE USED WHERE MINIMUM SEPARATION CANNOT BE
MAINTAINED.
4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING GROUNDWATER
WELLS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
FORCEMAIN LOCATED WITHIN 100-FT OF ANY WATER SUPPLY WELL SHALL BE
CONSTRUCTED OF DIP. FORCEMAIN SHALL NOT BE LOCATED CLOSER THAN 25-FT FROM
ANY WATER SUPPLY WELL.
5. MAINTENANCE R/W CANNOT BE UTILIZED BY CONTRACTOR FOR SEWER CONSTRUCTION.
ONLY ROADWAY R/W AND PERMANENT AND TEMPORARY SEWER EASEMENT MAY BE
USED FOR SEWER CONSTRUCTION.
C US-
]. SEE SHEET CW FOR TEMPO RARV PUMPING DETN LB R P•MP STREAMBA NK STABILIZATION
�I SHALL BE INSTALLED 15 LF PARALLEL TO STREAM BANK ACCORD NG TO PIP-RAP
PLACEMENT
LIMITS DETML ON G64 REFER TO CREEKIDTCH STABILIZATION DETAIL ON C"A FOR
STASILIZAM OF DSTURSED STREAM AREAS
EROSION CONTROL NOTES
I. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND
DEVELOPMENT STANDARDS MANUAL
2. REFER TO SHEET C61 FOR ADDITIONAL EROSION CONTROL NOTES. ENHANCED
EROSION CONTROL MEASURES, CONSTRUCTION SEQUENCE, AND CONSTRUCTION
SEQUENCE FOR STREAM CROSSINGS.
3. REFER TO SHEETS C62 TO C64 FOR ADDITIONAL EROSION CONTROL DETAILS.
4. REFER TO SHEET CIO FOR ADDITIONAL NOTES.
EROSION CONTROL LEGEND
----735----
EXIST. 10'CONTOURS
- - - - 736
- EXIST. Y CONTOURS
LIMITS OF CONSTRUCTONI
N
DENUDED LIMITS
-n-�--��
TEMPORARY SILT FENCE
(MCLDS.IlWAj
-
TREE PROTECTION PENCE
❑
CATCH BASIN INLET PROTECTION
(MOLDS as 15)
NOOK R PEI NLET SEDIMENT
TRAP, TYPE A (NCDOT 1SA Di)
ROCK CHECKDAMVATHPAM
(MCLD503a108)
©
WADDLE WITH P.AM
(MCLDS 3a 10C)
®
SILT FENCE OUTLET
(MOLDS 31105C)
_ Q \ 70 TO 111
PLAIN
CREEK BUFFER
MID- Al®Bf06LL LLC.
°xc&6Zo: tt
.w. Iw (aDJ°
8— YOU
e T"E —1L 11 E
c
i
1. IT 29 40' BD ❑ ❑ ❑ x
IA,
A CITY OF CHARLOTTE DEPARTMENT

APPROVED SEDIMENT FILTERING
DEVICE (DEWATERING BAG) PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT
FILTER DEVICE TO STREAM
DISCHARGE HOSES
PROPOSED SANITARY SEWER
DISCHARGE ONTO
P
�� DEWATERING PUMP
STABLE RIPRAP PAD
p
CLASS RIP RAP 24" THICK
TO PREVENT SCOUR
-
WITH JOINTPLANTING AS SHOWN
HOLE
IN DETAIL D (THIS SHEET)
COIR MAT WITH LIVE
'
:BED
STAKING AS SHOWN IN
LIVE STAKING AND
FLOW- -
SEDIMENT
INTAKE
CLEAN WATER
COIR MATTING DETAIL
�- ` '
HOSE
DIKE DIKE
• WORK AREA LENGTH NOT TO EXCEED THAT
E WHICH CAN BE COMPLETED IN ONE DAY
TOP OF
BANK
74F ero, . . Lg7vp , �'
�
3 WIDTH WHERE PERMANENT 'Mv
•' • BOTTOM
BANK SCOUR BANK
LINE
PLAN VIEW
RIP RAP PLACEMENT LIMITS
NOT TO SCALE
BOTTOM OF SCOUR
BANK LINE
MATTING
THIS AREA
(NOTE 4) MATTING
(NOTE 3)
TOP OF
BANK
NORMAL HIGH
WATER r7
5
CIL CHANNEL
CHANNELBED
—LAYER OF
FILTER FABRIC
CLASS 2 RIP -RAP, 2'-0'
THICK
(CLASS B RIP -RAP,
7.0. THICK FOR
DITCH STABILIZATION)
�- GRANULAR FlLL � GONG ENCASEMENT
(NOTE 2) (NOTE 4)
NOTES:
1. IDENTICAL FOR OTHER SIDE OF CREEK
2- PROVIDE GRANULAR FILL (NO 78 STONE) BETWEEN CONCRETE ENCASEMENT AND RIRRAP
BENEATH CHANNEL BED AND UP EACH BANK UNTIL DISTANCE BETWEEN CONCRETE AND
RIP -RAP EXCEEDS 12INCHES.
3. PROVIDE MATTING TO TOP OF BANK AND WHERE INDICATED ON PIPING PROFILES FULL
WIDTH OF DISTURBED AREA SEE EMBANKMENT MATTING DETAIL ON C83,
4. CONCRETE ENCASEMENT SHALL ONLY BE PROVIDED IF LESS THAN 2 FT OF COVER IS
PROVIDED OVER THE PIPE CONCRETE ENCASEMENT SHALL TERMINATE AT A PIPE JOINT.
SEE CONCRETE ENCASEMTENT DETAIL
CREEK AND DITCH STABILIZATION DETAIL
NOT TO SCALE
STREAM DIVERSION PUMP
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE
2. INSTALL UPSTREAM SANDBAG DAM.
3. INSTALL DOWNSTREAM SANDBAG DAM
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
S. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
INTAKE HOSE
SUMP -HOLE FOR POOL
(12' TO 18" DEEP, 2-FT DIAMETER)
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA. AND STREAM
FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY
DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS.
Z. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING SAG
OR OTHER APPROVED DEVICE THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE
CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE
SEDIMENT FILTER MEASURE AND THE STREAMBANK
3. INSTALL TURBIDITY CURTAIN DOWNSTREAM OF DISTURBED STREAM CHANNEL AREA PRIOR TO DISTURBANCE WITHIN
STREAM CHANNEL PER TURBIDITY CURTAIN DETAIL THIS SHEET.
TEMPORARY PUMP AROUND DETAIL
NOT TO SCALE
114' POLYPROPYLENE ROPE
SEALED IN THE ENDS—
CREEK BOTTOM CREEKBOTTOM
w
g F�
CONCRETE ..
ENCASEMEN
\1 NYLON REINFORCED
+ \ VINYL
4
b
\ . mll
8' 5--
NOTES'
1. AS SHOWN ON PLANS
2. CONCRETE ENCASEMENT SHALL ONLY BE PROVIDED IF LESS THAN 2 FT OF COVER IS
PROVIDED OVER THE PIPE CONCRETE ENCASEMENT SHALL TERMINATE AT A PIPE JOINT.
CONCRETE ENACASEMENT BENEATH CREEKS DETAIL
NOT TO SCALE
HEAVY DUTY
DIRTBAG
OR EQUAL
PROVIDE HIGH STRENGTH
DOUBLE STITCHED J
TYPE SEAMS
— SEWN IN SPOUT
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
- WATER FLOW FROM PUMP
/ OPENING TO ACCOMMODATE
UP TO 4-INCH DISCHARGE HOSE
0 0 0 0
AGGREGATE UNDERLAYMENT
(34
N THICK NCDOT NO. 57 STONE)
NOTES:
1. CONTRACTOR SHALL SIZE DEWATERING BAG BASED ON FLOW CONDITIONS AND IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
Z FLOW FROM THE DEWATERING BAG(S) SHALL NOT HAVE A TURBIDITY GREATER THAN 50 NTU.
3. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA OF 225 SQUARE FEET PER SIDE
4. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE HIGH STRENGTH THREAD.
5. THE SEAM STRENGTH SHALL WITHSTAND 100 LB4N USING ASTM D-4884 TEST METHOD.
S. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON -WOVEN FABRIC.
7. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE HYDROLOGY IS NOT CHANGED.
& SECURE DEWATERING BAG IN PLACE OUTSIDE OF STREAM CHANNEL NTH STAKES AND ROPE TO AVOID ROLLING.
DEWATERING BAG DETAIL
NOT TO SCALE
5116" DIA 7xl9 VINYL COATED
GALVANIZED STEEL TOP LOAD CABLE
(TENSILE STRENGTH = 9800 LBS)
— FLOTATION
ALL SEAMS
HEAT SEALED
FOLDS FOR COMPACT STORAGE
TURBIDITY CURTAIN DETAIL
NOT TO SCALE
314' CHAIN
A ClT Or WARLOTM REPARTMFW

- ----------- --
ILegenda-
s�' ova
• Existing Parcels on Septic - 237 �, a
Br`er a
® Steven's Creek Pump Station grief Rd
��5 1
End of proposed sewer line: Manhole # SSMH-53 Silver Maple Ln
Drainage Basin upstream of Manhole #SSMH-53: 699 Acres 06 N Gees
U1 1 m0 �r
�, ��' a°' �. Rd J �. � t" �\\�a � � • , ,yob o� : Q � � � a� %
Q / ¢ Little
aQe�� Qa�t`ol�e�a , a• 6�
;a•
�\o�m
/
i
cod P m imtiew R Y %/
� P� . � . • � l�o \e�Dr � r
ad oSre\e�J
N dj �. • .f
•co
Robin Hollow Dr S-'
P� • ' `�° �` • ' �d, \.� , • • �.`� Duck Creek Duck
Windy 51 Hollow Oak Dr ° o°+ . ' U .S�\as , , Alexis Dr �( Sycd cue°k
I more
20// lh GaMore or Club,
Sy Or v Club
Tree Tree m a i
Ga�A Or y00a �°n9 Ra p
R.
C' � % pers�rr`t`'oo Creek Dr
9-6
vs
•�� o°a0
o � r •`� O J i Y
O 6 e
i�PC.
o�a� r Fie/ajark T
V O�
`. � j Wynn Qa
o�
Hashanli PI
0
' �a J CD,. momPson \Q) Hollow
Cn 5O b C C
y -e Cou ry �N°°a �.`V s\emirs Mill ,Q� n
ar
Steven's �a
d ° Creek P
Ter ,o �* Gr
Ste„eryg creek 0-~,, \-n Q ?-6 S!e` a� Station tne�r \Oak Millwright Ln
�d gel
pj m� Will,
tabro s �..
New
N �J
LandI' \ D sso 1,300 2,soo
J� Feet
Potential Future Sewer Service Area nch=600 feet
k map w.. �realaa e,ln ma beef walaba daV, npwwar, a . prwe.e �.. rc D��m.l warramY.t. ropras.m.epnof.mmmr. umaunapa, bI gohpr pmplawnaap.
rn� map dp.a .pt ropros•m a lanai aurvay of mn lane ane .a mr prapnk:ahp.rposap pnb.
Use of ml Da. br arry purp.o sFpuld be wlN ackn.wlapxnent.f the llmime.ns pf lAe Dale,
Date: 6/11l2016 M E C K L E N B U R G COUNTY N C •<pd,.a Ina — Nal In. e� . dy,,.mp ,pe . ° . wnab.l .•la of p,a�•pap=..
PN: '1016244 1
�m Source' MacYWnawq County. NCDNEMAp. Eari. USG3

a
Qt
Potential Waters of the U.S. Aquatic Resources Maps
_ r--------- Page
- age%— �
Dr
��a i Wint hea State Rd I o i
�a 312g A
�4�1
C. I.c raRow c
= d II
I rt � I� _ —
� I Praire Hi Way 3 _ LL
a - — - - Page 5 LL
4 n N c
c�
Say
J �
QJ 'Z
v LUCJb
�a
n
0
v
Legend
o Streets
P CCU P
'o
Review Area
e
eex�e
Delineation
Stream
— Wetland
--- - Contours- 2 Ft
Q County Line
Page 7
-0009SOr Rd
M
v
E
ro
Sketch Map provided for illustrative
purposes and preliminary planning only.
Not intended to be relied upon for exact
location, dimension, or orientation. All
findings and assessments are subject to
verification from the Army Corps of
Engineers, NC Division of Water
Resources, and/or other appropriate
local authorities. Do not reproduce map
set except in its entirety.
NOTE:
Project Boundary extends beyond areas
shown in detail of subsequent pages
m
v
a
Fie
Idlark Ln Or
0 0.125 0.25 0.375 0.5 Mile
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
175
L)tl.!fRONMENTAL For: Charlotte Water
- - -
Pace 1 of 8 Coordinates: 35.59152,-80.83885 Created: March 7, 2018 Updated: April 24, 2018

/Se
• 't 1
I
y /
� �9 Fp.
F�elma�N
v
tf
r� i ti a
0 2 .
tt
f
S'a. a _ o d . �" / �,�(�0° .•�a1\h / �.--W r117a rur. `�' m r !. t t '`

Potential Waters of the U.S. Aquatic Resources Maps
lLc) I
101
J 1
Legend J l0J o
.�`
o Streets
Review Area ewe e ��\
Delineation
Stream
Ct
7 N ��f
Wetland! \� rf ( ,�5
Contours- 2 FtCOIi 1�.: ,:: �; ✓%:; ��
Count Line � 1�11�
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
j JI
_ IRONMENTAL For: Charlotte Water
Page 3 of 8 Coordinates: 35.59152,-80.83885
'/A
0 0.125 0.25 0.375 0.5 Mile
Created: March 7, 2018 Updated: April 24, 2018

I
I Potential Waters of the U.S. Aquatic Resources Maps
Fand Data Upland taform
Wetland Data Form
Potential Wetland
WL 6000
Potential Wetland
WL 2000
, f I
Potential Wetland
WL 5000
Legend
o Streets
Review Area
Delineation
Stream
Wetland
Contours- 2 Ft
Potential Wetland
WL 3000
Potential Wetland
WL 7000
11 Upland Data Form
Wetland Data Form A
Upland Data Form
> Wetland Data Form
Potential Non -Wetland te CH 300
0 200 400 600 800 Feet
Project Name: Charlotte Water: Sewer and Forcemain
ALocation: Lawyers Road: Mint Hill NC
RONMEENTAL
For: Charlotte Water
I-_Pag5 of 8 Coordinates: 35.59152, -80.83885 —Kreated: March 7, 2018 Updated: April 24, 2018

Potential Waters of the U.S. Aquatic Resources Maps
0
LIM
Potential Wetland
\\ W L 1000
Potential Non -Wetland
CH 100
\� Potential Non -Wetland
CH 100
Potential Wetland
W L 4000
Legend
o Streets
0 Review Area
Delineation `� %� % �
Stream
Wetland C �,
Contours_ 2 Ft
ISAli ► JA j����
0
0
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
For: Charlotte Water
Coordinates: 35.59152,-80.83885
r�
y
0
Potential Non -wetland /J,
CH 200 �/
Created: March 7, 2018 Updated: April 24, 2018

Potential Non -wetland
CH 500 U ,
v
Potential Non -wetland (( r \ \
CH 500 \\ /
Legend
) 7
o Streets
F7 Review Area
Delineation
'
Stream
g - Wetland
Contours- 2 R
IRONMENTAL
Page 7 of 8
9
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
For: Charlotte Water
Coordinates: 35.59152,-80.83885
ON
0 200 400
600 800 Feet
Created: March 7, 2018 Updated: April 24, 2018

Potential Waters of the U.S. Aquatic Resources Maps
Potential Non -wetland
—]
CH 500
Legend J
o Streets
Fi Review Area
Delineation
r
Stream ea'" ay
Wetland
Contours- 2 Ft
-� -�- VIRONMENTAL
Page8of8
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
For: Charlotte Water
Coordinates: 35.59152,-80.83885
0 200 400 600 800 Feet
T Created: March 7, 2018 Updated: April 24, 2018

ORM Upload Sheet Aquatic Resources
Waters —Name
:.
I Cowardin_Code I HGM_Code
I Meas Type I
Amount I ] Waters_Type I
Latitude I Longitude .1 • E Local_Waterway WI
CH 100
NORTH CAROLINA
R3UB
Linear
90 FOOT
RPW
35.14973000-80.63510000 Goose Creek
CH 200
NORTH CAROLINA
R4SB
Linear
40 FOOT
RPW
35.14896000-80.63430000 UT Goose Creek
CH 300
NORTH CAROLINA
R3UB
Linear
35 FOOT
RPW
35.15298000-80.63410000 UT Goose Creek
CH 400
NORTH CAROLINA
R3UB
Linear
40 FOOT
RPW
35.16065000-80.63410000 UT Goose Creek
CH 500
NORTH CAROLINA
R31.113
Linear
120 FOOT
RPW
35.15389000-80.64460000 UT Goose Creek
WL 1000
NORTH CAROLINA
RP2EM
SLOPE
Area
0.038 ACRE
RPWWN
35.14985000-80.63560000 Goose Creek
WL 2000
NORTH CAROLINA
RP2FO
DEPRESS
Area
0.035 ACRE
RPWWN
35.15420000-80.63430000 Goose Creek
WL 3000
NORTH CAROLINA
RP2FO
DEPRESS
Area
0.017 ACRE
RPWWN
35.15468000-80.63450000 Goose Creek
WL 4000
NORTH CAROLINA
RP2EM
DEPRESS
Area
0.009 ACRE
RPWWN
35.14671000-80.14671000 Goose Creek
WL 5000
NORTH CAROLINA
RP2FO
DEPRESS
Area
0.005 ACRE
RPWWN
35.15352000-80.63403000 Goose Creek
WL 6000
NORTH CAROLINA
RP2FO
DEPRESS
Area
0.001 ACRE
RPWWN
35.15442000-80.63437000 Goose Creek
WL 7000
NORTH CAROLINA
RP2FO
DEPRESS
Area
0.008 ACRE
RPWWN
35.15456000-80.63436000 Goose Creek

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00225 County: Mecklenburg U.S.G.S. Quad: NC -Mint Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Charlotte Water
Nicole Bartlett
Address: 5100 Brookshire Boulevard
Charlotte, NC 28216
Telephone Number: 704-497-8801
E-mail: nbartlettna,ci.charlotte.nc.us
Size (acres) 30 Nearest Town Mint Hill
Nearest Waterway Goose Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.15022
Longitude:-80.6345
Location description: The project area is located on the west side of I-485, between the Fairview Road (Hwy 218) and Idlewild
Road exists. See Figure 1 dated 6/19/2018 for a detailed depiction of the project area.
Description of projects area and activity: This verification authorizes the placement of fill material in 0.113 acre of wetlands and
60 linear feet of stream to facilitate the construction of a liftstation, forcemain, and gravity sewer lines. The oroiect would
result in temporary impacts to 0.087 acre of herbaceous wetlands for construction access, dewaterine, and open trench
installation. The project would also result in permanent conversion impacts to 0.026 acre of forested wetlands for a permanent
maintenance right-of-way and permanent impacts to 60 linear feet of stream associated with the installation of ArmorFlex
mattine at original stream bed elevations for maintenance access.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 6/19/2018, the additional information submitted on July 24, 2018, and the enclosed
plans Figures 1-20 dated 6/19/2018. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David L. Shaeffer at 704-510-1437 or david.l.shaefferna usace.army.mil.
Dlgitallysigr d by SHAEFFEKDAVIDAEIGH.12607S0573
DN:c US,o=U.S. Government, ou=DoD, ou-PW, ou=USA,
—SHAEFFEN.DAV1D.lEIGH.1260150S13
Corps Regulatory Official: Date:2016.08.09W11:58-0400 Date: 8/9/2018
Expiration Date of Verification: 03/18/2022

SAW-2018-00225
Determination of Jurisdiction:
A. ® There are waters including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the preliminary iurisdictional determination form dated 8/9/2018.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if ou do not object to the determination in this correspondence.**
Digitally sig by SHAEFFEH.DAVID.LEIGH.1260750573
�' DH: C=US, o=U.S. Govemmen2 07 DOD, ou=Pq, ou=USA,
Corps Regulatory Official: rn=:2, 017E0.DA9:12:17-04'00750573
��j Date: 2078.08.0909:1217 -04'00'
David L. Shaeffer
Date of JD: 8/9/2018
Expiration Date of JD: Not applicable

SAW-2018-00225
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent:
Atlas Environmental, Inc.
Jennifer Robertson
Address:
712 English Tutor Lane
Charlotte, NC 28211
Telephone Number:
704-512-1206
E-mail:
JRobertsonAatlasenvi.com

Action ID Number: SAW-2018-00225 County: Mecklenburg
Permittee: Charlotte Water, Nicole Bartlett
Project Name: Charlotte Water Stevens Creek Lift Station, Forcemain, and Gravity Sewer
Date Verification Issued: 8/9/2018
Project Manager: David L. Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

CHARLOTTE
W6TER
iXEE1fxm 01.-
� a - ramiLiti uwu� m rw a.co io ,o.ao o -
ustr
j f.nao` �: An-.a,,.p1 f n � - iolmFm i,niu� Y�r•�I uw w.m io 5N°.a . m u - :��: �::n�' R�:;�
p.W a,CEI w - Pp r YnTOA xuLLs
CHARLOTTE. NORTH CAROLINA a�T"°'`°""""°""'•"'°"`"a 5KE °«=TM""<°^®;X�nf'�; Y.xNNa.TNY
Ya�L e+� f �wwx �iu,fs..nA n�' �n°ilw�.�moa
cv1p xo`m
—`
R 1 eM"`�"` Yw weer s i -wx swum sexes ,� ro uo.Ao . . _ r
SANITARY SEWERAGE PLANSw:=� um:tow,A aN- =CwmioncAiSEYwnc`N.mnc.o
It
!-u
\, STEVENS CREEK LIFT STATION, FORCEMAIN �`�d=_" '"`°`
•
,HI-O MC�°�J. [:ovw°Hi cpninaL ivM�C �rTN° ff 1 W0p A SK 1N.N
AND GRAVITY SEWER " »-
/-�� �' � ,' / it nNua 5.�.� i�nA. f� m - �M5 5[a••EI NF1, TC MF:! W W G9 - CROLgI °0 �PUL qCM-N 10 ffYl-51
° NxY�"�Mma s�Wllar]o �r,w
o1PNALnrTe Ncim
�% I,.NYimN
mlf :50.CW GaNsv1�
obi ,'�.04.PO4X�lMOQiIX°pI
LAIlk
O YMR.MK
OY.ertC lo.w
mar,rnwvo. sons
BML' OBRAIl�taYN:m:.
n.rNTOY.rNter
ogrw.orra; NCSYN
55N,u m0.rMYola,°n5rnnvw�tol
ntlaJa>;ww
KOE r11t1Pf1E
1 Lsaal�a���a
a'mR1
iLCr a.,s - fMfNR 1lfQ YY-1 -0 MI-N n t'A - - ffw-ff
® / `, l`i1C0 mwi C:Ova°i�i Coxi:ol TYLua ,n
ql i00 n M c_ wa--�-­r�°'ounncE uu uY
�� ` � 1RENCHlE5�5 �ISfRGY /� y ` = w. p .XL.
, -�, �� ixi°o cn - :u`rla RSOM:°oM IUM
�Xta
\ aR, f-1 - [�al.inl [xc1fWA1 MS [LLVn°rf. uu° -ALu
r
\1 � wt3000—"`,
CH 300
Elam- t INtN,7{LSi 71NGY IO
,a ni`^Y,.w. 1 Y�NrYa WL woo
PCOMANE T ux[SSi
YRIRTEWINCE "ROSS/W
CH _,w C„ IDO
ua ' i "0� ""�a� INCMLE]] SrllE4l 1"MCHUM EEREAN
qh ii," J • - CROS-INC
Ns ... '.,N"j ,! M1 ii,r M a . YMNTENxxCE CR05W
uadMeA;s, P.�: w.i .a ® ` �.._.. •--__lt�_. CROSl*a TIOIC3 YTiCN1
N10 S
'"`LMq S•a ..�a m,�ti aNu`w � ` � �r,�, /� � , �\ (~� tlr � S3. 1 W
\da \-`, niNCHLEsa simEm
♦RENCNLESS SEKSJ
waxNax ,Ow,j u nc ~' 0� � '.� CR055111G 7
rr.a C mo
�f71 °°avl .n." u is i•4.� nf"N."C" Iti :'�` 1 I J ''�
P.
�ry1f� - D06T.,CNON,iI.tl■
55®mmawm� OYIAOTIR�
Figure 1 of 20
6/19/2018

FF�FEp .,...rAMMM Fn...n...n
NfKtMNYItMm 6g94R CGIW,V,W ..______. tight r'Kn W
. mrwcw\foFwnFFmuaw�m�owa._.>s�syarq
. uurtE�wm afoernmwrn nttrncum—MWturYq
wrcNLECKM
ArIIIL•IQ1liYlYP1 MnF
FirTOVI�IWfPlrlElel
-Mi1MMT
MC-0!AF]BR mIFWrt
NlW611m
-cmwawtr
wttuF�u.m
waettmnmaF
A
t
_ �/
4kc
s -- .., >K
\ V
„a•s�r r
� I -.� r'ry,�er ♦-- - —=-`--.cur \ nFl..w s,.., QYbyFC Ltm
seem
�� '♦ / ?=�' - ��. + WOER CCHARE, MOFt WATETH R
A
!I i sunrEt crrn eu-r .r�mw,
RIN fdPY1fMI r GIP/V�l' SCrKR
FrrU �r
Rr{fE/ OVSIINWALE E!/rCl
Figure 2 of 20
6/19/2018

'A
Figure 3 of 20
6/19/2018
IORM 201MAla SUNWA10
f.j a 1111
FIFRIL-In
CHARLOTTE WATER
W6TER CHARLOTTE. NORTH CAROLINA

ee, rvrn m�
J 1 a
- I � rip: w ec`ew� "wre'�p�ne`a+.wiLs iwa
Is 7
r.�rLL+L.ra
fwi i w�ir.m"wL.i:.xwn
�� R�L auq LL
a
' Orr Ma�1L
Figure 4 of 20
6/19/2018
SUfiER REPLANTING
AMC RESTORATMN
- SUYYA'
� ROO7 TREE
Mw
O.r_rrr
wrLr�M Lr•L1� 1 ±V.eO i ..,. _; ..rw•.
rL
.rr,rrs
ri,rr.W
,o.V> wW r. I
navrr..
•orr
M r
..... rr. ea..w, �` a.rLr.
+srmra•
1— n u.
.T•L •rL• m r KLMrO wvL •rrnc wseroer .r[r »Oa wee...._-.... MaJ.> s• (ab •L,
jffY11M SF'O YIY
Lr�
w11s
6u 1L4. 4Y,•.
rw
nu: •r• m r ewr,ne wv wuY•L Dm ,re ........_. _.. __.....__ •DRms v (•...D Lp
HAJQf LEGEIW
rDm[D •scrD auwoc v •r.+ wWwin
CaaDc
t.wwm N.rWI Yr[L • Ifl.JwLY w'1 Osrss
$0 rr uLr wrr warps urL Leo' Isf.S
err erwrr.rR -W. M a
eOts4M ODrYW Eare�ClsM EOMIOOD
!WL Y arueLm riM Wlwar sLiD Ws
i
LOrrr.",.D 0
a er'
ROIES
• rnmL Lr s.. r nirr
i so��r`�wa•�ieww wL�
.. nwir+r rrr rrrL . rw •w wLms •w w r
Y
�a a.L r n�wu�r
D�mywrrrrr.e:rm n0{7DM
CHARLOTTE WATER
W TER CHARLOTTE. VORTH C.AROLINA
jlrFoNca cf ert(K rn anww.
roArcY ADr s cRAnrr sarw
J LJ NKlfR NSV,RA7df IGD

'.Y911YY L'/ .WlYJ CNMJIC
.M1li
v11.110E.Vi dLZION 'TI '10 111VIaD H31QM
H31VM 31101HVHD .1.......
' r.wto - p,e'Jvw
ppeee
�}q
7.µ�N
❑GA] - I I I I
t/y 3z !
witRM^�.t . iw �i w.wwe��coi
SifOM
i. RIX pv X.Ad NIM O.IjY•d±ll 1
�qJe%� JlWY.TI eJM,IVY�] �Si3
's3fll .CC) f.h lCOeJLM UUYN pNq qe e.l!-_._-_-_--
pG] M�NiMµt tl^')):OlierC SY)pY�elSCM1.MlI3O
ON3731 431YN
m'"'- " NI .JJS
_.. R rw
•YIIYDY LM OIIM • vJpv 114
r,v. fgfrarY.N �d+n+i
_— AVR� eMl ..'se
.14.H1 pd.r.i
�3s�waa
e xv�wMi��
p.eNms.ws ... +al
»o a.w
sraWpprw• ! s.psW
sraw.lo
T
pen
Mlr/7
ssq.�
fe{MM �f.IM l.lboMt�
_
�N�.o vis
33 t�ibBil-38VE
avmrAnS NOUVIOMb
3MV N 1TNVFd-3M 43103
86 V 6/9
OZ jo 5 ain61.A
J _W_I
r S.,
Aft
13381 IOU 39VI W"HI OYIWnJ
Ll

50, Al
K%TCH LEGMD
I wam
Figure 6 of 20
6/19/2018
A

jjI} e e � ♦ r
L! A.
1�00'A 1lj -1�M1 � - O-t YIY .�-. 1� �•-�" � ti 1 .
JJJ
Figure 15 of 20
6/19/2018
P
Y �.f f '�♦
5EA
..TI M :,F,aJ
�.� .....

---------.��`1
.R dlk
_ _
` - __--- - ---
�` - _ 1 �;/i% �' -- " - ...r •7v-� �.r�� \ .-_._r ' /' \\ '— --------.
-
rJ• / �� - - `\ .`:. �. _ _ -_- -C-~-----__-----`�"''
/ • i _ Nam, �` �_-_ — y \�____
`--_' - ____
/ ; `, `�, ,�♦. .� --_- —_-_- - --------
- _ - J _ \'.��i,x... n SEAS '
---- ---
JET
T ._
- $►s. ,�\`` � .`; / 4 _ ,�_''� � �,, .,:'1 _�SAI� (1 � �� � Nam _
� � i1 ��-� i % - __ __
nl N.tiwn,,,e a•�4MC
•,•
....,.
5w_ - �.
--ems- .`"-ram_
;w �!
CHARLOTTE WATER
W6TER
_
"�,1,�X,-c�$f��
~�^S•.�it�y
- __-
.M-.^.�
- -_�
CHARWTTE, NORTH CAROUNA
+ SI. `_�-
` -�•• ��--'- SN'; - •' -
•�
` �
•
jj`((
-35j1� -
S7EYEA.f CKM 107 STAHM
.arc[rAn, t OMY!!Y XNJ,
---
'+
■
nYa,R >� ��! ��
—"
CL^❑❑
EROSION GP. RPOL
SSNN-17 70 SSAW-35
�r ._ ^-- ��
.�,--: -,.
Figure 16 of 20
6/19/2018

IMM
- - - �' ` Y"s-A�►-a�`�-BAN-�-�&11L,=t.�, - - - _ .�,.� � .. -
-�
nse mr.e remmenr unrter . Rl-
r"ru`�eww'"
cma
Figure 17 of 20
6/19/2018
LrfLJ
a l..At5EA

r
a s a o v CC❑❑
Figure 18 of 20
6/19/2018
SEAL
Q.

CAKE
O O O
O O O
O O
n n
CABLE
PLAN
LR,x...1
TOP 810E ETD s
TYP. SOS BLOCK
N.TA.
{COO POR CCNORETE.
GROW CRO"m
w VECFED OY EOR1
ARNONUX
• �,-:.: , ..' CONCRETE WATM89
J A/PROIRD
�C 80SORI0E
IN E 8PE0FM
— GROTIM9
(TURN eRO M
TOP TERMINATION
N.TA.
ATWCRR!7(
00KC UM WATTTiAt
4AM POT CONCRETE.
x CROUF.Molt=
1 w OVEOM
AM�WW
auaJ
MOW
.v
m� , q�VQTYtIff
rnmemun
TOE TERMINATION aeNJEW
N.T.S.
4.= PSI CONGEM
SRDIIT, OR0TWR
r Ne�arECNi
' ARMUMM
CONCRETE WAITRESS
� APPItOfED
1� aUBCRIOE
OEOTT.ME
mm RM UP)
FLANK TERMINATION
TYP. 50S MAT :1
N TA. 4
Cl�i►NTECH' �- ARMORFLEX
" •":"••••••••"'••• aRas+s m soSuncws uC MT„r.,C. CLASS 50 SMALL Nea
I STANDARD TERMINATION DETAILS °'°"
ROSC.O "&Dr.w 4Ea WMO W.OHAM PRO COAL — cm
r' . r' ••Rw` wve RevRRON Reaa�RaN er ms+m msas.m nsawmFm RwNRw 4 CT1 p CT2
Figure 19 of 20
6/19/2018

4,= PM CONCRETE.
GROMOAUTHER,
(As aPECHM BY Eau
ANmIE NATaTIu W CONBIIWCMITC#mrr mTN6 REGUMO
UNflm 80 THE RBOUNID HATDRAMNONB OW BE ORTAHM.
TYP. ANGLE MAT,--,,
NSA.
Ur, OR
MR
4,NW PIN CONS
BROIR. Qt (
ya aPBaRED M
REVETN+T J
CAM TYP. MAT TO MAT(4`,
N.T.S.
== WNTECH* -04kARMOR
FLEX
ARMOLEX
., w.r,............_... worse® sowTNwe uc AWW CLASS so SMALL _ �B
STANDARD TERMINATION DETAILS
�o�r.Prlrw,om.raaw.ea..r,BN.eaeo p�p�
`.�.��'•:•�'�""' mm Dmz I�aiNiollommNNRlon mT mssllr aMselsT�oo enels.TasrA>t onwMa
Figure 20 of 20
6/19/2018

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 8/9/2018
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Charlotte Water, Nicole Bartlett, 5100 Brookshire
Boulevard, Charlotte, NC 28216
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Charlotte Water Stevens Creek Lift
Station, Forcemain, and Gravity Sewer, SAW-2018-00225
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is located on the west side
of I-485, between the Fairview Road (Hwy 218) and Idlewild Road exists. See Figure 1 dated 6/19/2018 for a detailed
depiction of the project area.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Mint Hill
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.15022 Longitude:-80.6345
Universal Transverse Mercator:
Name of nearest waterbody: Goose Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 4/6/2018 4/20/2018 by Corps
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non-
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
CH100
35.14973
-80.6351
90
Non -wetland
404
CH2O0
35.14896
-80.6343
40
Non -wetland
404
CH300
35.15298
-80.6341
35
Non -wetland
404
CH400
35.16065
-80.6341
40
Non -wetland
404
CH500
35.15389
-80.6446
120
Non -wetland
404
WL1000
35.14985
-80.6356
0.038
Wetland
404
WL2000
35.1542
-80.6343
0.034
Wetland
404
WL3000
35.15468
-80.6343
0.017
Wetland
404
WL4000
35.14671
-80.14671
0.009
Wetland
404
WL5000
35.15352
-80.63403
0.005
Wetland
404
WL6000
35.15442
-80.63437
0.001
Wetland
404
WL7000
35.15456
-80.63436
0.008
Wetland
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figures 1-8 dated March 7. 2018
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
® USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
® Natural Resources Conservation Service Soil Survey. Citation: Web soil survey
❑ National wetlands inventorymap(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑ Photographs: []Aerial (Name & Date):
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corns and should not be relied upon for later jurisdictional determinations.
Digitally signed by
L�:5 !�:SHAEFF ER.OAVI D.LEIGH.1260750573
• -� DN: c=US, UGovernment, ou=DoD,
ou=PKI, ou=USASA,
cn=5HAEFFER.DAVID.LEIGH.1260750573
Date: 2018.08.09 09:13:09-04'00'
Signature and date of Regulatory
staff member completing PJD
8/9/2018
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

0
Ell
Potential Waters of the U.S. Aquatic Resources Maps
7[71
---------jai,
ads"$'-- - - — , i
,5
R?3 4
I
Page 5
II �
I' I
Page 6
I �
a
Project Name: Charlotte Water: Sewer and Forcemain
Location: Lawyers Road: Mint Hill NC
For: Charlotte Water
Coordinates: 35.59152,-80.83885
purposes and preliminary planning only.
Not Intended to be relied upon for exact
location, dimension, or orientation. All
findings and assessments are subject to
verification from the Army Corps of
Engineers, NC Division of Water
Resources, and/or other appropriate
local authorities. Do not reproduce map
set except in its entirety.
NOTE:
Project Boundary extends beyond areas
shown in detail of subsequent pages
I
a
0 0.125 0.25 0.375 0.5 Mile
Created: March 7, 2018 Updated: April 24, 2018

• Z
44
-• _� � -�' � iii Z � �,
F+eolao /
cop.,
0
IN
raKD
�
GOO Ear t ,- �— o'o�.o.�.�� « ®• r� } j� s.�.
T
• Charlotte • and Forcemain

Potential Waters of the U.S. Aquatic Resources Maps
�. Apr
7g¢ ��g' •�;�yN
.3128 StabRd 3123
o
k5 /
Roq.14 a�
PraireHI Way
�7 m Sal, C' f
l �10.
Legend p0„Ct �' M i' ' • " �� ,ti
o Streets
Review Area
Delineation / �� , -%'
Stream Q 1�/Y �
Wetland �' � ' r�,
Contours- 2 Ft 0 0.125 0.25 0.375 0.5 Mile
Q County Line
Project Name: Charlotte Water: Sewer and Forcemain
��^
Location: Lawyers Road: Mint Hill NC
LL VIR1ON�MENTAL Fbr: Charlotte Water
�._ --
Page 3 Of 8 Coordinates: 35.59152,-80.83885 Created: March 7, 2018 Updated: April 24, 2018

Potential Waters of the U.S. Aquatic Resources Maps
Upland Data Form
I Wetland Data Form I
I Potential Wetland �/ \
WL 6000 I
Potential Wetland
W L 2000
Potential Wetland
WL 5000
Is,
Legend
o Streets
Review Area
Delineation
Stream
NOW, Wetland
Contours- 2 Ft
ar
ar si .
IRONIVIENTAL
Page of
Project Name: Charlotte Wager: Sewer and Foroemain
Location: Lawyers Road: Mint Hill NC
For: Charlotte Water
Coordinates: 35.59152,-80.83885
Potential Wetland
WL 3000
Potential Wetland
WL 7000
Upland Data Form
A
Wetland Data Form
Upland Data Form
LO
Wetland Data Form
n
0
Potential Non -Wetland
CH 300
0 200 400 600 800 Feet
Created: March 7, 2018 Updated: April 24, 2018

Potential Waters of the U.S. Aquatic Resources Maps
La
Potential Non -wetland
CH 500
6� <
d
x
� 1
Legend
o streets d
Review Area
y
Delineation cx
Stream OW
Wetland 0 200 400 600 800 Feet'
Contours- 2 Ft
Project Name: Charlotte Water: Sewer and Forcemain
/� Location: Lawyers Road: Mint Hill NC
IRONMENTAL: Charlotte Water
Page 8 of 8 Coordinates: 35.59152,-80.83885
Created: March 7, 2018 Updated: April 24, 2018

Water Resources
Environmental Quality
Ms. Nicole Bartlett,
City of Charlotte
5100 Brookshire Blvd.
Charlotte, NC 28216
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelruv
LINDA CULPEPPER
btlerim Direclor
2 July 2018
DWR# 18-0880
Mecklenburg County
Subject: APPROVAL of 401 Water Quality Certification and Goose Creek Riparian Buffer Authorization
with Additional Conditions, Stevens Creek Lift Station
Dear Ms. Bartlett:
You have our approval, in accordance with the General Certification and those conditions listed
below, for the purpose proposed in your application dated June 19, 2018 and received by the Division
of Water Resources (the Division) on June 26, 2018, 2018, After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Number 4133 which can
be viewed on our web site at hftps://deq nc gov/about/divisions/water-resources/water-resources-
permits/wastewater-branch/401-wetlands-buffer-permits/401-401-isolated-wetlands-waters-prop ram
The General Certification allows you to use Nationwide Permit Number 12 once it is issued to you by
the U.S. Army Corps of Engineers (COE). In addition, these impacts are covered the Goose Creek
Riparian Buffer Rule (NCAC 02H .600. Please note that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the Certification are
reviewed prior to initiation of the project. In addition to the requirements of the Certification, you must
also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us in writing, and you may be required to send us a
new application for a new Certification. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 300 linear feet,
compensatory mitigation may be required. Additional buffer impacts may require compensatory
mitigation as described in 15A NCAC .0609. If the property is sold, the new owner must be
given a copy of the Certification and approval letter; and is thereby responsible for complying
with all conditions. 15A NCAC 02H .0506 and 15A NCAC 02B .0609(8), 15A NCAC 02H .0507
2. Temporary impacts within the buffer shall be restored to the pre-existing condition. The limits
of the permanent corridor through the buffer shall be properly identified to prevent unnecessary
impacts to the required restoration.
3. Monitoring: The permitee shall undertake compliance monitoring for two years from the date of
implementation or until the succ�sst����r����?� e.s�en met, whichever is later. If initial planting
State or North Carolina I Environmental Quality
1611 Mail Service Center I Raleigh, North Carolina 27699-1611
919-707-9000

efforts fails and the project area must be replanted, the vegetative monitoring timeframe is reset
to year one. DWR shall be notified. [15A NCAC 02H .0507(c)]
4. The Mooresville Regional Office shall be notified in writing once construction at the approved
impact areas has commenced. 15A NCAC 02H .0502 (e)
5. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
0 linear ft.
60 linear ft.
Wetland
0.112 acre
0 acre
Buffer
145, 041 sq. ft.
6. Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Division of Mitigation Services to meet this
mitigation requirement. Until the DMS receives and clears your payment, and proof of payment
has been provided to this Office, no impacts specified in this Authorization Certificate shall
occur. For accounting purposes, this Authorization Certificate authorizes payment to the DMS
to meet the following compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6)]:
Type of Impact
Compensatory
Mitigation Required
River and Sub -basin Number
Buffer (Yadkin -Goose Creek)
145,041 sq. ft.
03040405.
7. Diversion Ditches and other storm water conveyances as related to the sediment and erosion
control measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This
includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506 (b)(3) and (c)(3)
8. During the construction of the project, no staging of equipment of any kind is permitted in waters
of the U.S., or protected riparian buffers. 15A NCAC 02H .0506(b)(3)
9. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2)
and (c)(2)
10. The permittee shall report any violations of this Certification to the Division of Water Resources
within 24 hours of discovery.. 15A NCAC 02H .0507(c)
11. A turbidity curtain shall be considered during construction to prevent excessive turbidity issues.
This condition can be waived with prior approval from the NCDWR. 15A NCAC 02H .0506(b)(3)
12. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the Division. 15A NCAC 02H .0507(c) and 15A
NCAC 02B .0243(8)]
This Certification can be contested as provided in Articles 3 and 4 of the General Statute 150E
by filing a written petition for an administrative hearing to the Office of the Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at http:/twww.ncoah.com/or by
calling the OAH Clerk's Office at [phone].

Within sixty (60) calendar days (30 days for buffer) of receipt of this notice, a petition must be
filed with the OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday,
8:00 am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one (1)
copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water Act. If
you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-
663-1699.
Sincerely,
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: David Shaeffer, Army Corps of Engineers, Charlotte, email
Jennifer Robertson, Atlas Environmental, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

18-0880
NORTH CAROLINA-DIVISON OF WATER RESOURCES
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, City of Charlotte. has permission as outlined below to
impact 145,041 sq. ft. of buffer in order to proceed with the sewer lift station in Mecklenburg County,
North Carolina. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached certification. THIS CERTIFICATION IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT: Division of Mitigation Services (DMS)
LOCATION: Country Woods Drive
COUNTY: Mecklenburg
BASIN/SUBBASIN Yadkin -Goose Creek (03040105)
Impacts:
145,041 sq. ft. of buffer
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of
wetlands as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
Note: Linear foot requirements proposed to be mitigated through the DMS must be rounded to the
nearest foot and acreage requirements must be rounded to one -quarter acre increments according
to 15 2r .0503(b).
Mitigation:
145,041 sq ft. of buffer (3:1)
Mitigation:
435,123 sq. ft. of buffer by the DMS required for the 401 Water Quality Certification. In correspondence
dated June 26, 2018 the DMS indicated that mitigation would be conducted by DMS if available within
the cataloging unit. More may be required if mitigation is required outside the unit.
One of the options you have available to satisfy the compensatory mitigation requirements is through
the payment of a fee to the DMS per NCAC 2R .0503. If you choose this option, please sign this form
and mail it to the Ecosystem Enhancement Fund at the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE
ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR
PAYMENT HAS BEEN PROCESSED BY THE EEP.
Signature
Date
ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
1652 Mail Service Center
RALEIGH, N.C. 27669-1652

MIW� Plfpex0_L INYIy_Fvepoatl_ oWy_RapoxO_ PmpwaE_L Repree_ Prdpox0_ AWMoe_ Autlrdlu0_ NMvhtl_ ,
IMOUX�(1MI I MA,111 I MWM I aryM I wVlk I Amdaa Lenp01 N1M I/eovM �OMbI NOIn _ .
CH 500 St (kMr(Pqueo,llure, Wark, MrielwSUEnxiro xEb axeioW) RvarSVxm w Temporary RemovalMx Sgxre FMl ar�00r 30 15 a50 30 15 e50 30 15 50
CH 100 52 Otlw (bxcvlbra, work. edW or 5udvlro wde vaeekgel RlvdlStream w Tempxary Removal Rrx Square Faa 00 a 2000 50 w 2000 50 b 2000
Stredn 100 53 Ws Ibueorawe, work. ewbl w Sutrronro ude voewgsl RverStrum NO Tempwy Relroval Rree Square Feel w 25 1250 50 25 1250 50 25 1250
Cll 500 56 (Illw IMuedrbue. Work. aerial w Suemalro cede prpa+mael RrverlSbum He Tdrydary Removal Arse S. Fr1 30 B 2a0 30 8 NO 30 0 2a0
CH a00 SS ces l/wusor5ure, Wdh. /oval n 5uhnairo rode uosempel RnerStrrm Fx) Tdryorery Ramval Mae Square Frl 30 a 120 30 120 30 a 120