20150646 Ver 1_More Info Received_20150824

Montalvo, Sheri A
From: Johnson, Alan
Sent: Monday, August 24, 2015 11:43 AM
To: Montalvo, Sheri A
Subject: FW: University point project site visit (UNCLASSIFIED)
Attachments: 119451-Preliminary JD form_29Ju1y2015.pdf; 119451
_ REVISED_ PCN_ AdditionalInfoPerSiteVisitWRegAgency _21Aug2015.pdf; 119451
_ RevisedImpactMap _INSETA_21Augt015.pdf; 119451_RevisedImpactMap_INSETB_
30Ju12015.pdf; 119451_ RevisedJurisdictionalImpacts _OverviewMap_30Jul2015.pdf;
UPB - Structural Plan.pdf
Can you add this info to laserfisch and paper file?
15 -0646, Mecklenburg county, University Point
Thanks
- - - -- Original Message---- -
From: Suggs, Kristi [mailto:KSuRRs @mbakerintl.com]
Sent: Friday, August 21, 2015 1:32 PM
To: Amschler, Crystal C SAW; Johnson, Alan
Cc: David Gourley
Subject: RE: University point project site visit (UNCLASSIFIED)
Crystal and Alan,
I have attached the revised information for University Pointe Blvd. Please note that though we originally did not think
the footer placement of the bottomless culvert on University Pointe Blvd. would pose any permanent impacts, the
meander of the channel was too tight for us to completely avoid it. Therefore, the placement of rip rap protection for
the footer, in this area, will yield a small section of permanent impacts on the downstream right bank of Doby Creek at
the University Pointe Blvd. crossing. Though unavoidable, we are still under the 300 LF threshold for permanent
impacts. Please let me know if you have any questions. Thank you!!!
Kristi
Kristi Suggs I Environmental Specialist II 1 Michael Baker Engineering, Inc. a Michael Baker International Company
5550 Seventy -Seven Center Dr., Ste. 320, Charlotte, NC 1 [O] 704 - 665 -2206 1 [C] 704 - 579 -4828 ksuRRs @mbakerintl.com
www.mbakerintl.com
- - - -- Original Message---- -
From: Amschler, Crystal C SAW [mailto: Crystal .C.Amschler @usace.armv.mil]
Sent: Friday, August 21, 2015 9:12 AM
To: Suggs, Kristi
Subject: FW: Univeristy point project site visit (UNCLASSIFIED)
Classification: UNCLASSIFIED

Caveats: NONE
Just wanted to follow up on this project. Still need the items listed below (with the exception of the NLEB) before I can
move out on the permit
Crystal C. Amschler
Project Manager
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28403
(828)- 271 -7980 Ext 231
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 : / /cornsmanu.usace.armv.mil /cm apex /f ?p= 136:4:0
- - - -- Original Message---- -
From: Amschler, Crystal C SAW
Sent: Friday, July 24, 2015 10:13 AM
To: 'Suggs, Kristi'
Subject: Univeristy point project site visit (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Kristi,
As promised this email is to summarize things we discussed yesterday at the site meeting. I found the original JD stuff
dated 1/20/2012 so you shouldn't need send me that unless there is a more recent copy.
Please provide the completed and signed Preliminary JD form
Please provide updated jd maps to reflect the changes we made in the field
Please provide a clean copy of the jurisdictional impact maps as I used my copy to make field notes yesterday.
Please provide documentation of correspondences with FWS regarding the NLEB. Specifically please provide the project
description you sent FWS and their response. And as we discussed NLEB issues that need to be consulted are tree
clearing and the bridge replacement.
I haven't been through the package in detail and will review it by the end of next week, at which time I'll let you know if
there is any additional information required. I think we had a pretty thorough discussion of the project on site, so I'm
expecting that I have all the information I need but will let you know if that's not the case.
Thanks,
Crystal C. Amschler
Project Manager
Asheville Regulatory Field Office

151 Patton Avenue, Room 208
Asheville, NC 28403
(828)- 271 -7980 Ext 231
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 : / /cornsmanu.usace.armv.mil /cm apex /f ?p= 136:4:0
Classification: UNCLASSIFIED
Caveats: NONE
Classification: UNCLASSIFIED
Caveats: NONE

University Pointe Boulevard Extension Project
401/404 PCN - Stream Impact Updates
21 August 2015
3. Stream Impacts
If there are perennial or intermittent
stream impacts
(including temporary impacts) proposed
on the site,
then complete
this question
for all streams sites impacted.
3a. Stream Permanent
3b. Type of
3d. Perennial (PER)
3e. Type of
3f. Average
3g. Impact
Impact Number or
Impact
3c. Stream Name
or Intermittent
Jurisdiction
Stream
Length (linear
Temporary
(INT)
Width (feet)
feet)
Permanent &
Stabilization &
Perennial &
P — 179
S1
Temporary
Culvert Pipe
UT1 to Doby Creek
Intermittent
Corps
7
T — 35.0
Installation
S2 None
-
UT2 to Doby Creek
Intermittent
Corps
3
0
S3 None
-
UT3 to Doby Creek
Intermittent
Corps
3
0
S4 None
-
UT4 to Doby Creek
Perennial
Corps
7
0
Stabilization &
S5 Permanent &
Installation of
Doby Creek (at
Perennial
Corps
20
P — 63.1 LF
Temporary
Bottomless
Univ.Pte.Blvd.)
T — 107.8 LF
Culvert
Stabilization &
S6 Temporary
Installation of
Doby Creek (at
Perennial
Corps
20
T — 176.5
Bottomless
School Access Rd.)
Culvert
3h. Total
Stream and tributary impacts
P — 242.1
T — 319.3
3e. Comments
See Jurisdictional Overview Map, Jurisdictional Inset A Map, and Jurisdictional Inset B Map for a depiction of stream impact areas.

z :"
S4 - UT4 to Doby Creek
A No Impacts
LEGEND
Permanent Impact
Temporary Impact cc
Perennial
4r
Intermittent
Ephemeral
Ditch
Existing Wetlands
Proposed Stormdrainage
Rip Rap
Existing Stormdrainage
Existing_BMPs
Fill
Cut
r.
Ji�
�14
S5 - Doby Creek
Permanent Impacts = 63.1 LF
Temporary Impacts = 107.8 LF
--\j
W"
Michael Baker
(2007 Aerial, Mecklenburg Coun I N T E R N AT I ON A L
University Pointe Boulevard o 125 250
Extension I - MENNI Feet Jurisdictional Impacts
CHARLOTTE Charlotte, Mecklenburg County, NC 1" 125' Inset A Map

! +t
S2 - UT2 to Doby Creek
No Impacts
S6 - Doby Creek
Temporary Impacts = 176.5 LF
(lUU7(FCelilaIIMecKIenpupq C:OUnty)
0
�rn University Pointe Boulevard Extension
CHARLOTTE Charlotte, Mecklenburg County, NC
0
EMIR.
ME
I_N T_E R N A T 1 0 N A L
0 125 250 N Proposed Impacts
Feet
1" = 125' Inset B Map
"
-'' r
!� ®EE ��P
i \
LEGEND
�FG1Efi���F^
'� , F+'
Permanent Impact
Existing Wetlands
Temporary Impact
Proposed Drainage
Perennial
Existing Stormdrainage
cry ryaRrY.�e+'^;W.Y..S
! ^t: F°"r'k.+ .,. _.� .. _ .. - •., fY,..
Intermittent
Existing_BMPs
S1 - UT1 to Doby Creek
Ephemeral
Fill
Permanent Impacts = 179 LF
Temporary Impacts = 35.0 LF
Ditch
Cut
! +t
S2 - UT2 to Doby Creek
No Impacts
S6 - Doby Creek
Temporary Impacts = 176.5 LF
(lUU7(FCelilaIIMecKIenpupq C:OUnty)
0
�rn University Pointe Boulevard Extension
CHARLOTTE Charlotte, Mecklenburg County, NC
0
EMIR.
ME
I_N T_E R N A T 1 0 N A L
0 125 250 N Proposed Impacts
Feet
1" = 125' Inset B Map

LEGEND
Permanent Impact
Temporary Impact
Perennial
Intermittent
Ephemeral
Ditch
Proposed Stormdrainage
Existing Stormdrainage
Existing_BMPs
Fill
Cut
Existing Wetlands
! Ff
S1 - UT1 to Doby Cri
E �
to Doby Creek
1-
rjrt� m
ivtp
.;
V.
w
•P A
-2 to Doby Creek t Y
CHARLOTTE
University Pointe Boulevard Extension
Charlotte, Mecklenburg County, NC
Gam, R Fri
e
f�
007 Aerial, Mecklenburg County)
i
i
RM
Michael Bake
7",
,
0 200 400 N
Feet Jurisdictional Impacts Overview Map
1" =200'

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): July 30, 2015
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Kristi Suggs, 5550 Seventy -Seven Center Dr. Ste. 320 Charlotte, NC 28217
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:Wilmington District,
Asheville Regulatory Field Office, 2012 - 00145; University Pointe Blvd.
Extension Project
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The Project is
proposing a new connector roadway, which will begin at the intersection of IBM Drive
and the Martin Middle School Driveway in Charlotte, NC, cross over 1 -85, and connect
to the main thoroughfare being constructed as part of the Crescent Resources' Belgate
Development and will intersect with IKEA Boulevard and University Pointe Boulevard
upon completion. An alternative access road for Charlotte - Mecklenburg Schools has
also been proposed to ease traffic congestion and improve safety during school pick -up
and drop -off times. The access road will begin approximately 600 feet southeast of
Neal Road on the campus of Zebulon Vance High School, cross over Doby Creek, and
connect to an existing traffic circle and auxiliary parking lot located on the campus of
James Martin Middle School.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State-NC County /parish /borough: Mecklenburg City: Charlotte
Center coordinates of site (lat /long in degree decimal format): Lat.
35.298114° N, Long. -80.767066'W.
Universal Transverse Mercator:
Name of nearest waterbody: Doby Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 4,591 linear feet: 5 - 20 width (ft) and /or acres.
Cowardin Class: Riverine
Stream Flow: Perennial and Intermittent
Wetlands: 0.14 acres.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:

Tidal:
Non - Tidal: Doby Creek; UT1, UT2, UT3, and UT4; Wetlands 1, 2, and 3.
See Table at end of document and attached map for additional information.
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 7/23/2015
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
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
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
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)
that 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) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (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 preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes 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 approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
2

permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant /consultant: Michael Baker Engineering, Inc..
❑ Data sheets prepared /submitted by or on behalf of the
applicant /consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ 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: 1:25,000; Derita.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA /FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
Z Photographs: ® Aerial (Name & Date): Mecklenburg County; 2011.
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 Corps and should not be relied upon for
later iurisdictional determinations.

Signature and date of
Regulatory Project Manager
(REQUIRED)
s XAJ i-
Signat re and da e f
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
Additional Section 10 Riverine systems within Project Review Area
EI
Class of
aquatic
resource
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal
Estimated
Site
Cowardin
amount of
number
Latitude
Longitude
Class
Flow
aquatic
resource in
review area
Doby
Creek
35.29858 I
- 80.77012
I Riverine
Perennial I
2,340 LF
UT1
I Riverine I
Intermittent
I
369 LF
3529 27
80.7698
Perennial
928 LF
UT2 1
35.29915 I
- 80.76897
I Riverine
Intermittent
87 LF
UT3 1
35.29893 I
- 80.7681
I Riverine
Intermittent I
14 LF
UT4 1
35.30065 I
- 80.76639
I Riverine
Perennial I
853 LF
EI
Class of
aquatic
resource
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal
Section 10 —
non -tidal

I
I.. PRECAST CONCRETE
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CULVERT
EL. VARIES
I
VARIES,,�-------- - - - - -- ------------- - - - - -- -------- - - - - -� �
j I TOP OF RIP RAP
DOBY CREEK �J ° H EL. 640.00'
N o o TOP OF FTG.
INLET EL. 639.80 I EL. 637.50'
OUTLET EL. 639.65'
BOTTOM OF FOOTING-'
GEOTEXTILE FABRIC
SECTION
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