20180071 Ver 1_401 Application_20180118

PAI®
VVIL1)1,AN1)S
January 11, 2018
6DI Ms. Karen Higgins
North Carolina Department of Environmental Quality (NCDEQ)
Division of Water Resources, 401 & Buffer Permitting Unit
512 Salisbury St.
Archdale Building —9th Floor
Raleigh, North Carolina 27699-1617
2 p j 8 0 0 7 1
JAN 1 2 2018
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 3
and Water Quality Certification No. 4085
Alexander Towne Sewer Rehabilitation
Mecklenburg County, North Carolina
Dear Ms. Higgins:
On behalf of the Alexander Towne Homeowners Association (HOA), Wildlands Engineering, Inc. (Wildlands) is
submitting one copy of the Pre -Construction Notification (PCN) package for a proposed aerial sewer crossing
rehabilitation along an unnamed tributary (UT) to Mallard Creek located in northeast Mecklenburg County off
Mary Alexander Road near the campus of the University of North Carolina at Charlotte (Figures 1 -3). An Agent
Authorization Form is attached which provides verification that Wildlands is acting on behalf of the Alexander
Towne HOA.
Project Overview
The project seeks to rehabilitate an existing 6" aerial sewer crossing located on the northern side of the
Alexander Towne apartment complex. The aerial crossing is no longer supported by existing concrete piers
which have been undermined and now lay in the bed of the channel. The crossing is only partially supported by
a PVC pier and sags at pipe connections compromising its longer-term stability. The proposed work involves
replacing approximately 60 linear feet (LF) of 6 -inch ductile iron pipe and installing four new concrete support
piers. Two piers would be installed within the channel to replace the two undermined piers. Two other piers
would be installed in the floodplain at either end of the new pipe section.
Jurisdictional Waters
Jurisdictional waters of the U.S. were delineated by Wildlands in July 2013 for an unrelated project, the Mary
Alexander Storm Water Improvement Project (SDIP), whose review area included the current sewer
rehabilitation project area. The delineation was field verified by Amanda Fuemmeler of the United State Army
Corps of Engineers (USACE) who issued an approved jurisdictional determination (Action ID: 2013-0200) on
November 5th, 2013. Wildlands re-evaluated site conditions for the smaller sewer rehabilitation project on
August 3`d, 2017. The 2017 re-evaluation confirmed one jurisdictional stream channel present in the sewer
rehabilitation project area, identified as S2 in the previous delineation, which is a perennial UT to Mallard Creek
(Figure 4). No wetlands were observed in or immediately adjacent to the current project area. The approved
jurisdictional determination, delineation site figure, and North Carolina Department of Water Resources
(NCDWR) Stream Classification Form for S2 from 2013 are included with this submittal.

Soils
Soil types within the proposed project area are mapped by the Natural Resource Conservation Service (NRCS) as
Wilkes loam (WkE). Wilkes loam is a well -drained soil with very low to low permeability. The unit is typically
found on hillslopes and ridges. On-site soils are mapped in Figure 5.
Proposed Impacts
Rehabilitation activities involve the removal of existing undermined concrete piers, excavation of
streambed/bank at the two new pier locations, and pouring new concrete piers. Approximately 2 LF of
permanent impacts are associated with the placement of concrete piers within the stream channel and 54 LF of
temporary impacts necessary for construction access including one stream crossing (see Table 1 for impact
summary). Construction will be performed from the stream bank to avoid bed disturbance as much as possible.
Upon completion of the work the stream banks will be seeded and matted with biodegradable matting.
Disturbed areas outside the channel will be stabilized with erosion control fiber matting.
Table 1: PCN Impact Summary Table
Potential
Jurisdictional
Feature
Temporary
Permanent
(Perennial/
Plan
Impacts
Impacts
Intermittent)
Impact Type
NWP
Sheet(s)
(LF/AC)
(LF/AC)
Notes/Comments
UT to
Mallard
Concrete Piers
3
1.1
2
Creek (P)
UT to
Mallard
Construction access
3
1.1
54
Creek (P)
Total Temporary 54 LF
Impacts
Total Permanent 2 LF
Impacts
The following supporting data is included with this submittal:
• Vicinity, USGS Topographic, Parcel, Existing Conditions, and Soils Maps,
• Agent Authorization Form,
• PCN,
• Photolog,
• 2013 Jurisdictional Determination Documentation from Mary Alexander SDIP,
• 11" x 17" copy of the plan set.
This same information has been submitted to the USACE Charlotte Regulatory Office. Please do not hesitate to
contact me at 704-332-7754 or at [e-mail] should you have any questions.
Sincerely,
Ian Eckardt
Environmental Scientist

16,:� Hydrologic Unit Code (12 -digit)
Project Location
030501030102
Wt L D LAN DS
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030401050103
030401050106
Project Location
0 4,000 Feet
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03040110�00'11
030401050302
—040060 a*-

Project Parcel
Project Location
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Alexander Towne
Sewer Rehabilitation
1,000 Feet
Mecklenburg County, NC

Figure 5: Soils Map
Alexander Towne
0 100 200 Feet Sewer Rehabilitation
WIL1:)LANDS I
I I I t Mecklenburg County, NC

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Project Parcel r
Project Area 44
Pipe Section to be Rehabilitated
Existing Streams
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Figure 3: Parcel Map
Alexander Towne
Sewer Rehabilitation
Mecklenburg County, NC

ioi5 Aena
WILDLANDS
Project Parcel
CD Project Area
Pipe Section to be Rehabilitated
Existing Streams
- Stream Impacts
Photo Locations
Figure 4: Existing Conditions Map
Alexander Towne
Sewer Rehabilitation
0 100 200 Feet
I I I
Mecklenburg County, NC

DocuSign Envelope ID: E96FCBOB-iF96-4DAD-B03C-F4D2261CFFC2
AGENT AUTHORIZATION FORM
The undersigned landowner or landowner representative identified below hereby authorizes Wildlands
Engineering, Inc. to act as the agent in obtaining a Jurisdictional Determination and/or necessary
permits/certification (401/404) for the sewer rehabilitation project on the identified parcel in
Mecklenburg County, NC. As part of the authorization the landowner or representative authorize access
to Wildlands Engineering, Inc, the North Carolina Department of Environment Quality, and the US Army
Corps of Engineers personnel for the evaluation of the property as it relates to the project including
stream and wetland determinations and delineations.
Parcel ID: 04938498
Street Address: Mary Alexander Road, Charlotte, NC, 28262
Mailing Address: P.O. Box 578 Indian Trail, NC 28079
Responsible Party: Alexander Towne Homeowners Association Inc.
Phone Number:
7046813101
DocuSigned by:
Signature: Foul f uyl
- HOA — President
Date: 9/11/2017

0O�/—,,WWATf9q
o lqiii� <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
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: No. 3 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:
Alexander Towne Sewer Rehabilitation
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Charlotte
2d. Subdivision name:
Alexander Towne
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Alexander Towne Homeowners Association Inc.
3b. Deed Book and Page No.
DB: 5950 / PN: 926
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
PO Box 578
3e. City, state, zip:
Indian Trail, NC 28079
3f. Telephone no..-
o.:3g.
3g.Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Homeowner's Association
4b. Name:
Alexander Towne Homeowners Association (POC: Fred Hunt, HOA President)
4c. Business name
(if applicable):
4d. Street address:
PO Box 578
4e. City, state, zip:
Indian Trail, NC 28079
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Ian Eckardt
5b. Business name
(if applicable):
Wildlands Engineering, Inc.
5c. Street address:
1430 South Mint Street, Suite 104
5d. City, state, zip:
Charlotte, NC 28203
5e. Telephone no.:
704-332-7754
5f. Fax no.:
704-332-3306
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
04938498
1 b. Site coordinates (in decimal degrees):
Latitude: 35.315660° Longitude: -80.730044°
1 c. Property size:
6 acres (total property acreage) however project area is
only 0.21 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Mallard Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Yadkin River (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:
The project area is approximately 9 miles northeast of uptown Charlotte, NC in the Alexander Towne apartment complex
off Mary Alexander Road, between East Mallard Creek Church Road and the entrance to the University of North Carolina
at Charlotte. The proposed sewer rehabilitation is located within a thin wooded corridor on the north side of the Alexander
Towne complex. Surrounding land uses include multi -family residential, single family residential, and woods.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands present on project parcel.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 822 linear feet (LF) of perennial and intermittent stream channel on the project parcel.
3d. Explain the purpose of the proposed project:
The project proposes to rehabilitate an existing aerial sewer crossing of an unnamed tributary (UT) to Mallard Creek on
the north side of the Alexander Towne apartment complex. The existing crossing is only supported by a PVC pier putting
stress on pipe joints (sagging) and compromising the longer-term stability of the crossing. Two existing concrete piers
have been undermined and now lay in the bed of the channel. The proposed work involves replacing approximately 60
linear feet (LF) of 6 -inch ductile iron pipe and installing four new concrete support piers.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing approximately 60 linear feet (LF) of 6 -inch ductile iron pipe and installing four new concrete
support piers. Two piers would be installed within the channel to replace the two undermined piers. Two other new piers
would be installed in the floodplain at either end of the new section of pipe. The existing undermined piers will be
removed, and new pier locations will be excavated and poured. Equipment to be used include excavator, trackhoe,
concrete pump truck, a mini backhoe, and trench boxes. Construction will be performed from the stream bank to limit bed
disturbance. One temporary stream crossing will be installed to access the right floodplain. Disturbed stream banks will be
seeded and matted with biodegradable matting post -construction. Disturbed areas outside the channel will be stabilized
with erosion control fiber matting.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: An approved Jurisdictional Determination was
® Yes ❑ No ❑ Unknown
issued for a separate storm water improvement project
whose review area included the current sewer rehabilitation
project area.
4b.
If the Corps made the jurisdictional determination, what type
Preliminary ®Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Ian Eckardt delineated jurisdictional areas
Agency/Consultant Company: Wildlands Engineering,
for the Mary Alexander Storm Water Improvement Project
Inc.
(SDIP). The SDIP review area includes the current sewer
Other:
rehabilitation area.
4d.
If yes, list the dates of the Corps jurisdictional determinations or
State determinations and attach documentation.
The approved jurisdictional determination was issued by Amanda
Fuemmeler on 11/20/2013 (Action ID 2013-02000).
The issued Jurisdictional Determination is enclosed with this PCN packet.
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.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
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 ®P ❑ T
Fill (concrete
UT to Mallard
® PER
® Corps
20
2
piers)
Creek
❑ INT
® DWQ
S2 ❑ P ®T
Construction
UT to Mallard
® PER
® Corps
20
54
Access
Creek
❑ INT
® DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
56
3i. Comments:
Page 5 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P
03 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet)
(square feet)
Temporary
required?
61 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project design is only maintaining the current aerial sewer crossing by replacing two existing undermined piers with two
new concrete piers within the stream channel for long term stability. No additional in -stream structures are proposed. The
project design has a narrow footprint perpendicular to the stream to minimize impacts necessary for immediate work and
construction access.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Project construction will be performed from the floodplain and/or stream bank to minimize bed disturbance. Only one
temporary crossing perpendicular to the channel is proposed to access the right floodplain of the UT to Mallard Creek.
During construction disturbed areas will be temporary stabilized using seed and straw. Disturbed stream banks will be
seeded and matted with biodegradable coir fiber matting. Construction practices will follow guidelines from the NC
Erosion and Sediment Control Planning and Design Manual and Charlotte Land Development Standards Manual.
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:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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:
Page 8 of 11

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.
Comments: Project not located within an area covered by NC Riparian Buffer
❑ Yes ® No
Protection Rules.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project proposes rehabilitating an
existing aerial sewer crossing whose two piers have failed and no longer support the exposed pipe. Two new piers will be
installed within the channel. The replacement piers will result in little to no increase in impervious cover.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
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 Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ 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.
The project only proposes rehabilitating an existing aerial sewer line. Pipe capacity and location will remain the same.
The project will provide long term stability to an aerial section of sewer pipe.
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.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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? — See below.
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.
❑ Raleigh ❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? Wildlands reviewed the USFWS database and Information for Planning Conservation (IPaC) online tool to
identify federally listed threatened and endangered plant and animal species for Mecklenburg County. The threatened or
endangered species for this county include the Northern long-eared bat (Myotis septentrionalis), Carolina heelsplitter
(Lasmigona decorate), Rusty -patched bumble bee (Bombus affinis), Michaux's Sumac (Rhus michauxii), Schweinitz's
sunflower (Helianthus schweinitzii), and Smooth coneflower (Echinacea laevigata). No critical habitats were identified
using IPaC. Because the project area is surrounded by development the rehabilitation isn't likely to impact protected
species.
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?
National Oceanic and Atmospheric Administration (NOAA) Essential Fish Habitat Mapper website
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?
The NC State Historic Preservation Office (SHPO) GIS Service (HPOWEB) was reviewed for historic resources.
HPOWEB indicated the closet area with a historic designation (State or National) is the William T. Alexander House
(MK1254) which is located approximately 0.5 miles to the northwest of the project area. No historic resources are present
online within or immediately adjacent to the project area. During a field review by Wildlands, no structures beyond existing
sewer infrastructure (pipes and manholes) and modern residential dwellings were observed in or immediately adjacent to
the project area.
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:
8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Insurance Rate Map (FIRM)
Panel 4587; Map Number 3710458700J, revised on March 2, 2009.
Ian Eckardt
Wildlands Engineering, Inc.
o
1/11/18
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

G � J
4�J
Photo 1- Lookin downstream towards sewer crossin Photo 2- Looking downstream at PVC ier near left bank.
n° o
,•.. C� rte= � - I , .I k ..
r
Photo 3 — Looking downstream at unsupported pipe connection Photo 4 — Looking upstream at sewer crossing. Two existing
near ri ht bank. concrete iers la in in stream bed.
r, 1
v
r
9
Photo 5 - Looking upstream along UT to Mallard Creek above Photo 6- Looking downstream along UT to Mallard Creek
sewer crossing. I below sewer crossing.

A
2013 Mary Alexander SDIP Jurisdictional Determination Documentation:
Issued Jurisdictional Determination (Action ID: 2013-02000)
2013 Jurisdictional Request Figure 2 - Site Map
2013 UT to Mallard Creek (S2) - NCDWR Stream Identification Form

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action I.D.: 2013-02000 County: Mecklenburg U.S.G.S. Quad: Harrisburg
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Charlotte -Mecklenburg Stormwater Services / Attn: Doug Lozner
Address: 600 East Fourth Street, 14th Floor Charlotte, NC 28202
Telephone No.: 704-432-0964
Property description:
Size (acres): 1200 linear feet and <0.25 acre Nearest Town: Charlotte
Nearest Waterway: UT to Mallard Creek River Basin: Yadkin/Pee Dee
Coordinates: 35.315150° N / -80.727744°W Hydrologic Unit Code: 03040105
Location Description: The site is located to the east and west of Mary Alexander Drive, in Charlotte, Mecklenburg
County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be waters and wetlands on the above described property. We strongly
suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be
considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). ). If you
wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction.
Also, you may provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
X There are waters and wetlands on the above described property 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.
We strongly suggest you have the waters and wetlands on your property delineated. Due to the size of your property
and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a
more timely delineation; you may wish to obtain a consultant. To be considered final, any delineation must be verified by
the Corps.
X The waters and wetlands on your property have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters and wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . 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.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (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.

Action Id.: 2013-02000
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Amanda Fuemmeler at 828-271-7980.
C. Basis For Determination
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim
Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region. These
wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The
stream channels on the property are unnamed tributaries to Mallard Creek which ultimately flows into the Yadkin -Pee Dee
River. The Yadkin -Pee Dee River is a Section 10 water starting downstream of the Blewett Falls dam on Blewett Falls Lake on
the Anson/Richmond County line.
D. Remarks: Site visit conducted on 11/05/13 to verify delineation.
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 jurisdictional determinations as indicated in
B. above)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a 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
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 January 18, 2014.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: Amanda Fuemmeler
Issue Date: November 20.2013
Expiration Date: November 20, 2018
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 our website at httu://per2.nwi).usace.anny.mil/survey.html
to complete the survey online.
CF: Wildlands Engineering, Inc., Attn: Ian Eckardt, 1430 South Mint Street, Suite 104, Charlotte, NC 28203

k* E W I L D L A N D S o 100 zoo 400 Feet
N G I N E [RING I 1 I I I
Figure 3 Site Map
Mary Alexander SDIP
Yadkin River Basin
Mecklenburg County, NC

n
NC DWO Stream Identification Form Version 4.11
Date: -q /10 /1
Project/Site: �5dz P o n sr
Latitude:
Evaluator: 1 • =- ka.Td ¢
County: /'1eed c.1 b ur
Longitude:
Total Points:
Stream Determination (cLWjjaagL
Other SC -P- 52
Stream is at leastWermMent W a „ 5
Na 19 or perennial Ha 30•
Ephemeral Intermittent t=nlsl
e.g. Quad Name:
A. Geomorphology Subtotal =
Absent
Weak
Moderate
3
1'' Continuity of channel bed and bank
0
1
J E]
v
2. Sinuosity of channel along thatweg
0
1
0.5
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple-poolripple-pool sequence
0
1
2
1.5
4. Particle size of stream substrate
0
1
2
1.
5. Active/relict floodplain
0
1
2
1.5
6. Depositional bars or benches
0
1
2
011
7. Recent alluvial deposits
0
1
1
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
CD
1.5
10. Natural valley
0
0.5
T
1.5
11. Second or greater order channel
CNo
= 0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
B. Hvdrok>ov (Subtotal = It -5 )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
CJ3
C 1 j
2
3
14. Leaf litter
1.5
1
0.5
0-
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or plies
0
0.5
1
1.
17. Soil -based evidence of high water table?
No = 0
Yes = 3
1.5
C. Bioloov (Subtotal = 10 )
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants In streambed
CJ3
2
1
0
20. Macrobenthos (note diversity and abcmdance)
0
1
2
3
21. Aquatic Mollusks
0
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0
0.5
1.5
25. Aigm
0.5
1
1.5
26. Wetland plants In streambed
FACW = 0.75; OBL =1.5
Other = 0
•perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

__-___-........
GENERAL NOTES.
LEGEND
_....... _ _.
___..__. _............_... .._.__-
NOTE.
._ ,.� :.
SANOAR SEWER PROFILE
1. SEWER AND WATER CONSTRUCTbN SWLLI NOT BEGIN UNTIL KPMTS ARE
ISSUED BY(NCDEI�W). TNEWORKISSUBJECTTOPISPEGnONATALLTIMES
mr- UNDERGROUND TRECOM ..... ur ...
n
ALL CONSTRUCTIONOF WATER AND SEWER LINES SHALL BE IN STRICT
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF CHARLOTTE
WATER, PER WEBSITE: WMIN.0 HARLOTTENC.GOV.
:
,.
=CROSSING
_..___-.
K R TS RE URIE A C R NCOENA TOE PLE AND THE ENGINEER. THE
PERMTSREOUREACFATPICATION OF COMPLETION BY tHEENMNEER AS
WELL AS THE OWNER OF TIE WATER AND SEWER SYSTEMS PRIOR TO
EXSTNNG WSMAIN --- ----
EXBTIND UNDERGROUND FUCThIC--'-�-'-
ml
V
\
K 6GLE. 1' • 20
ISSUANCE OF F1NAL OPERATIONAL APPROVAL BY -DENR.
EXSTINGfE-ITARY SEWER _.. SS --
Z
`__-
VE SCALE. 1'-:.
EXI.TIND GRIXXJD - -- - -
CONTRACTOR SHALL VERIFY THE ACTWL LOCATION AND EIEVATION FOR
ALL UDUTIES. DRMNAGE AND OTIER LaDERGROUND FAGUTIES. AND
SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR C.Wi TS
EX.T-i WATER
-
n
T, g
-EX.S.MHb91J
MOR TO GONSTRUCnON,
1 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF LOCATING ANO
MARNWO KLEXISTNG UNDERGROUND ITLITES.
/RACER VBRE.
EXSTNG SfOIW DRNNAGF .... .. .. _ ...
PAOPOEED6MRARYSEWER
Va a
y F
C
8�Q
\
! 6" , MT' W7
60J.51
610
4. . PVC RRNG SHALL BE INSTALLED WATH APPROVED COPPER
1 SAINTED- SEWER FINNS SHALL BE PVC (ASTM AOR �I EXCEPT
TENFOAAAY CON -TION FASRENT e -
9s�
S�
WHERE DUCTRE IRON RPE IS SNIOW N. DUCTILE IRON RPE SHALL BF.
CONFORMND
STORM DMINAGE EASEMENT - 517E -
IN. EW At
4 WV B!, mm
M11JMNd1. COATED. CEMENT LMNED YMTH PLISH-0N JdNTS
TO ASA A21.5R C{ASS 52.
PUBLIC STORM DRNNAGF EASPIENT PQ
\
B' RN.OVT' 801.30
l
6. INS TKL FERROUS MRNG FOR BOTH WATER PND SEWER WRMN 10 FEET
EXISTING DITCH
V9
\
Iy
I
-
EX
- - - -
SSMH- 053'
OF CROSSING IF
6.1. SEWER CROSSES OVER WATER OR
6.2VERTICAL CLEARANCE SETWEEN SEWER APD WATERS LESS THAN 18
PROPERTY
> Z
-
\
�-i
RW
- a•
IlIN
Bh IN. W001 +---- -
IMAINTS FE
T . MNNCHE10 ET HORIZONTAL SEPARATION BETWEEN WATER AND
'
RtOPOSED REINFORCED CONCRETE PIER
I`
131.
fY
W-598.11
1NV'_OUT. 599.11
SEWERPAINS. IF WATER AND SEWER ARE LAO IN THE SPARE TRENCH,
THE
\
THEN I14E TOP OF SEWER SHALL BE AT LEAST 18 MCHE8 BELOW
BOTTOM OF THE WATER UNE: OR LSE FERROUS PWE FOR BOTH WATER
AND SEWER.
F0.CPO3ED REINFORCED CONCRETE ANCHIOR�
.^.ff9
-I
I I
_
S. AINNTNN121N VERnG SEPARATONBEPNEENSTOMAANOSAMTARY
OR INSTALL FERROUS RPE ON SANITARY WITHIN 10 FEET EACH SIDE OFi
••.��'
EX. GROUND 9 GL SANITARY SEWER
S. AS ATEMPORARY STABILIZATION MEASIRIE d1MNG CONSTRUCTION. THE
R(� TEMPORARY MEAN CROSSING
LONL; BODY TYPE
LONO BODY TYPE
F(EXIBLE CO FUNIC
�5
CONTRA CTORIb TOSEEDANDSTRAWDNSTURBEDAREASUSEDFOR
ACCESS. STAGING AND CONSMM710N.
= T
SEAL ,
FLEXIBLE O DUNG
(CLT WATER DR 21; \
(CAT WATER DR2T
RYP.N
10. ASA PERMANENT STAMUZATION MEA"E. ALL DISTUEBED AREAS
OUTSIDE OF TE STREAM BANGS WILL SE MATTED WITH EROSION
%'iP•• ��
4 Q •• '•_:
''i�i
I I
ITW.)
I.
MR RPE STRM
I I
/
--- �- -
CONTROLC BDCOIRFIBERNATTING.
11. ALL WRNM TO BE PERFORMED FROM STREAM BANB(S AND THE IEMPOMRY
UMTS OF DSTLMBNJCE
••••••••••: py~•,:
'"i H
'r1N11NR1N`
PIER RPE STRAP
(CLT WATER DTL 2S)
ICLT WATER OR 251
I t
CROSSING SHALL ONLY BE USED TO CROSS THE STREAM.
UTILITY NOTES.
EXBTNG MAJ-CONTOIM UNE -
I}.1.J.
I I
_
EX.TING NNOR CONTOUR UNE
z`•,RA
(
1. KL RPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE
APPROXDMTE.
�'.1.j)Yiq�i'•.
S2:T i••. ''
l
I I
2. CONTRACTORS LOUTON MNO DEPTH OFPLL
1
UNDERGROLND UTIUTIES PRIOR TO CONSTINUCTON.
1 CONTRACTOR SHALL PROVIDE ALL THE MATERIALS APD
= =
ESE
APPLRTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTIUTES, ALL PIPES AND FITTINGS SHALL BE INSPECTED BY THE
'
o2
9S •.,(�4��.•y3
4.• ^-�
>@
SUIDING INSPECTOR PRIOR TO BEING COVEPED.
k�,O,y Ems.+�•
WOE
Ex f• N+'.:
0.33^b
"'-�
900
4, ALL WORK SHALL COMPLY WATH ALL APPLICABLE CODE'S. REOLMTONS
AND OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY AND NCDENR
rrr �.r r CPa51"
`
PROP. s30lf OFCgP@0.8]%
AS APPUwBLE.
B. LOCATION, SIZE. AND INVERT ELEVATIONS OF SANITARY SEWER SHALL
'
+, ., �.
BE VERIRED PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.
/
-
L J
-
B INSTALLATION AND REPAIR OF UNDERGROUD EECTRICAL, GAS. AND
TELEPHONE UTKnES AND DISTLASED MEAS SHALL BE TE
RESPONSIMUTY OF THE GENERAL CONTRACTOR OR APRIUME
UTIUTYCOA-W. THEDISTURSEDARFASSENEAT-I XISTINGGRAVEL
- ---
*
--
SNWLL BESECND-IEDTOTHE RETURNEDITSO I NALC.ANDTE
STONE BABE AND ASRNLT BE RETURNED TO Ra IK ( CONDITION.
ALL SANTMY SEWER UTERKS BENLL BE PJC RIPE ItMLEsS
OTFEFMSSE NDTEDI ANDRE WD ATA MN. SLOPE OF 1.00M4 MD A NdM.
I�NFORCEO
CONCRETE A610R
(CLT WATER OR 2'TI :
RYP.J
' 1
I
REINFORCED-NCRETE A -P
COWER OF 38' TO TIE TOP OF THE RPE.
8- SANTMY SEWER.. AND UTERALS..AU SE DUCTILE IRON RPE IF
O
-..
`
IIF WATER DR
2
_31
t._----.-____.-
IT IS NOT POSSIBLE TO MAINTAIN T OF COVER.
TEP
CONCRETE PIER
RMNFORC(C
(CLT WATER OTL 331
ITY'P.)
'. ',.
_
•4"I
N5
I
(TYP.1
I F
5595
W
i
0+00
0+50 1+00 1+50
2+00
(n
z q1t \ q N,
J p F^ �®` \ \ \
STREAMBANK NOTES:
UPON COMPLETION OF RER IN.TA CN OF
ANDIZE
Vi
cu
P2Ykn
Y'a°i. •::
1 I. (CLTWREINFO-TE OCONCRETE ANChOR {E;�i
(CLT WATER DR 21
\\,/� / / • DO- $i a 9 1 ayo`. \ \
$ '% b
•'
ST ANSA
SWDU HANKS THE CONTRACTOR Al TO STABILIZE bTREAMSAM(S W1TN
SWGLE NET MOOEGRApLBLE STREAM ANTTING.
DEvb Su
1 I PROPOSED TEMPORARY
r. e0..sazx
/ ? ,a N
0 LU
I
••��.
R2a.0.3 EIEr PR(M
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( I REINFORCEOCONCRETE PIER
dY M1n
1 (m
\
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/ ��C` V snml vG '
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