20110022 Ver 3_More Info Received_20160823

Charlotte Mecklenburg
STORM
WATER
I'll, W11111 -_'
Services %w
600 E. Fourth Street
Charlotte, NC 28202
Fax [phone]
V
August 18, 2016 U611
(�
Ms. Crystal Amschler v
U.S. Army Corps of Engineers PAUG�2
�._.Asheville Regulatory Field Office D151 Patton Avenue, Room 208
Asheville, North Carolina 28801 3 2016 I
Ms. Karen Higgins
NC Department of Environmental Quality
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury Street
Raleigh, North Carolina 27604
Subject: Louise Avenue Capital Improvement Project (Action ID: 2011-00366, DWR #: 11-0022)
Request for Re -authorization- Addendum to PCN submitted May 26, 2016
Charlotte -Mecklenburg Storm Water Services
Ms. Amschler and Ms. Higgins,
On May 26, 2016, Charlotte -Mecklenburg Storm Water Services (CMSWS) is requested the re -authorization of the
Louise Avenue capital improvement project (Project). The purpose and need for the Project is to improve the storm
drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to
reduce erosion and improve water quality. This project is located in Charlotte, North Carolina, just east of
downtown along an unnamed tributary to Little Sugar Creek (Project Vicinity Map, enclosed). CMSWS is hereby
submitting an addendum to the aforementioned re -authorization request in an effort to provide more accurate and
complete information.
A Jurisdictional Determination and Nationwide Permit (Action ID 2011-00366) were issued for this project by Ms.
Amanda Jones on March 2, 2011. Ms. Coleen Sullins issued Water Quality Certifications (DWQ No. 11-0022) for
the project on January 13, 2011. The project was delayed in order to allow time to update the plans to meet new
design standards from various agencies and City Departments. This included updated NCDOT standards, updated
and new City of Charlotte storm water and stream restoration details and standards, and new CDOT handicap
accessibility standards. With each update of standards there were delays for negotiating design fees, field surveys,
plan revisions, and subsequent City reviews. Both the jurisdictional determination and the nationwide permits
expired during this lengthy construction plan update process. Proposed impacts remain unchanged from the
originally permitted impacts. Project impacts are proposed to perennial RPW streams and include pipe extension,
placement of plunge pools and rip rap energy dissipaters, longitudinal channel adjustments to accommodate pipe
system upgrades, and stream enhancement activities. Proposed project impacts are illustrated in the newly annotated
Louise Avenue CIP Construction Plans (enclosed) and overall project area map and are summarized in Table 1
below.
As additional clarifying information, the existing culvert under Louise Avenue is shown as buried 1 foot on the
construction plans from that culvert installation; therefore, the extension of this culvert will be constructed to match
the existing elevation of the culvert. If the culvert was originally installed correctly, the extension should also be
buried 1 foot to allow for aquatic life passage. The step -pool sequence described as impact S2 is proposed to have a
maximum drop of 12" to the water surface elevation at any point. This can be seen in the attached permitting plan
set on detail sheet 2R.
To report pollution or drainage problems, call: 311
� http://stormwater.charmeck.org '`l'
CHAMOTTE

Table 1. Louise Avenue CIP Proposed Impacts
Stream Impact
Number o
Location (Plan
� -- . ..Sheet) -
NWP No.
Activity
; _
Permanent
Impacts (LF)
Temporary
Impacts (LF)
S1
Sheet 3
3
Pipe extension and Plunge pool
105
S2
Sheet 6
3
Step -pool sequence
56
S3
Sheets 6 and 7
27
Stream enhancement
177
S4
Sheet 7
3
Rip rap apron
12
--
S5
Sheet 7
3
Plunge pool
39
--
S6
Sheet P and P2
27
Stream enhancement
-
709
Total Perennial RPW Stream Impacts =
156
942
The original pre -construction notification noted that stream enhancements associated with the Louise Avenue CIP
would provide mitigation for cumulative permanent impacts within the watershed; however, it was recently
discovered that easements acquired during the real estate process are inadequate to support a mitigation project. As
such, the revised Louise Avenue CIP mitigation plan consists of purchasing 198 SMUs from the City of Charlotte
Umbrella Mitigation Bank to offset permanent impacts of 198 linear feet (1:1 ratio confirmed by Ms. Amschler on
7/19/16). 42 SMUs will be purchased to offset permanent impacts associated with the Siegle Avenue Culvert
Replacement project (USACE Action ID: 2009-00680) and 156 SMUs will be purchased to offset the permanent
impacts associated with the Louise Avenue CIP.
CMSWS respectfully requests re -authorization of the project under the USACE Wilmington District's nationwide
permit program. Potential adverse water quality impacts associated with construction storm water runoff will be
managed in accordance with NCDENR NPDES General Construction Storm water Permit, NCGO1000, and the
City's PCCO requirements. I appreciate your prompt attention to this request. If you have any questions regarding
this request please do not hesitate to contact me at [phone] or [e-mail].
Sincerely,
Erin Turner
Wetland Specialist
Charlotte -Mecklenburg Storm Water Services
encl: Revised Project Area Map
Annotated Construction Plans for Permitting
Preliminary Jurisdictional Determination Request

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Plan Sheet 3 m 4 Street Centerline
Louise Avenue Project Area
G ira U Hamorton PI
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LOUISE AVENUE CIP
STORKWATER o 300 600 ,,Zoo PROJECT AREA
�.�„/ssyla" Feet AND IMPACT SITES

INDEX OF SHEETS
CoverSheet.............................................»........................................... I
General Notes ._ ................................ »....„...._....__.._......„»___ 2A
General Details ... _.................................. ..»............. 211-2D, 2W
Structure Details .--- ------ ..._.___........_.__..___..„„„»........__„ 2E -2P
Stream Details _..»__..„........_.__.._»....»».__ ...... ............... 2Q -2S
Tree Protection Details .............. ... ...... .... ... _..... _... „.......... __.._„. 2T
Storm Drainage Summary _..... »............ ..............................». 2U -2V
Plan & Profile ........................... ......... ....» ........ _.................. _._. 3-18
Erosion Control Plans ...........»..»_.._.,.„........__..„„....___.. EC1-EC9
Traffic Control Plans and Details ............ ....... ....„»_.. TC1-TC4
Pavement Marking Plan .____„......_....__ .............. _....... „_.»„„ PMI
Curb Ramp Plan ....__..».„....._..__.......... _....... .............. ____ CR1
Charlotte Mecklenburg Utilities Plana ... ........................ ..__.._„. 1-3
Stream Mitigation
Conventional Symbols ...... ............... ......... ......_..»...... _r CSI
Details ............ _.._...... _........ »...._. ...... ....... D1 -D9
Channel Sections .......................... „„_..... ................ _. XS1
Plan& Profile _.._...... »...... ».... _......„........ _................ __ PI -P3
Landscape Plan ....».._..__....».._................ ............... LP1-LP5
Seigle Avenue Culvert Repair_.......»_..__.„.»_._..._...„„»„...._...... SAI
TOTAL SHEETS 78
VICINITY MAP
NTS
or
SURVEY PREPARED BY:
CITY OF CHARLOTTE SURVEY -MAPPING -GIS FROM THE
LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS
PROJECT IS BASED ON STATE PLANE COORDINATES
ESTABLISHED BY: NCGS MONUMENT "SEIGLE” WITH
NAD 93(2001) STATE PLANE COORDINATES OF
NORTHING: 542522.89 EASTING: 145541437
ELEVATION NAVD: NOT ESTABLISHED
THE AVERAGE COMBINED GRID FACTOR USED ON THIS
PROJECT (GROUND TO GRID) IS: 0.9998442
VERTICAL DATUM: NAVD 98
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL
DISTANCES. DATE RANGE OF SURVEY: 08/15/2005 TO 07282015
PLANS PREI'ARED BY:
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OUSIUSINFIZMTRUCTURE
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OF CAROLINA, INC.
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E. MOREHEAO SUrTE 203
1CHAALOTTENNORTHCAROLI 2820/
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NC UCENSE I C4950
600 EAST FOURTH STREET
CHARLOTTE.NC 26202
40
PHONE [phone]
Hort Profile ......
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FA70/-3364554
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PERMITTING PACKAGE
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ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
Louise Avenue CIP
Project No. 671-06-008
Proiect Features:
Precast Reinforced Concrete Box Culverts
Reinforced Concrete Pipe
Sanitary Sewer
Curb and Gutter and Sidewalk
Asphalt Paving
Channel Improvements
o LOCATION MAP
NTS
2012 STANDARD SPECIFICATIONS
GRAPHIC SCALES
FOR CONSTRUCTION
Contract Administration 1\
Storm Water Construction
-*1-
Storm Water Quality e6 . t ['IIARIIIYI"I'F
Landscape Management
CDOT - Design
CDOT - Implementation
CLTWster
Storm Water ProjeM Manager
_._...MANAGEMENT
Bid Set No.
APPROVED /' -'i '
CITY ENGINEER DATE
a
20
40
60
Plan View ......... _......
Proposed Property Line ...... ................. ........ — - - -
..
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Existing Property Line ..........................
20
40
60
Hort Profile ......
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Existing Structures _....................._. ....._........ -- -- -----
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4
8
12
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Storm Water Construction
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Storm Water Quality e6 . t ['IIARIIIYI"I'F
Landscape Management
CDOT - Design
CDOT - Implementation
CLTWster
Storm Water ProjeM Manager
_._...MANAGEMENT
Bid Set No.
APPROVED /' -'i '
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a
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CO.NI-'ENTIONAL SIGNS
Proposed Property Line ...... ................. ........ — - - -
..
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= I .*
Maintained as R/W Line ...... „.... _............ - --
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Existing Structures _....................._. ....._........ -- -- -----
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Fence .... .»... __... .............. _._.................... _.. „
Record Drawings
Temporary Construction Easement ...........
Existing Utility Easement __.._»...._»....„__.. —. UTE UTE —
Proposed Utility Easement ...__-..__.....»....... — UTE UTE —
Storm Drainage Easement .._... _„_............... —SDESDE—
Sanitary Sewer Easement...„..„ .................... SSE
Existing Gas Line ........ ...... ........ ............. c G —
Existing Water Line._..._._.__„....».»»._.._ w w —
Existing Water Service Lina ....... ............ .... ws ws
Existing Sanitary Sewer .... _..................»..... ss ss —
Existing Underground Telecommunications UT
Existing Overhead Traffic Signal .............. uu
Existing Underground UE
Existing Underground Fiber Optic..__... ro
Existing Storm Drainage ............................-
Proposed Storm Drainage ......... _..................
Proposed Drainage Swale Centerline _......... - 1
Pipe Plug and FW ..___...._..__»..».......__._ �.>:. ° ,
Existing Tree .... ........... _.......... _............................ ... .._..._.„._..„_
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Existing Water Meter ........................... .»......... ........... ..... ...._........._. ❑
Existing Water Valve ..... ....................... ....»........_.... ._....__._...__.......
Existing Gas Valve ._._........ »............. _......... „.......... .......... .... __._..
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Existing Sanitary Sewer Manhole ._......_......„....»....._......_.._...._.....
Proposed Sanitary Sewer Manhole ....... ......... ........................ .... ....
Existing Storm Drain Manhole _ ........... ......... ......... ................... __@
Proposed Storm Drain Manhole --------- ....»......... .... .............. - 0
Existing Telephone Manhole _......___. OT
Proposed Telephone Manhole _..»......_.._.._ ................. ................. QT
Existing Electric Manhole ..»......................._....„.........__._.._..»..»._... O
Proposed Electric Manhole ............ ..... ......... __.._..».._.._......»......„ Q
Existing Catch Basin ...... B
Proposed Catch Basin ...._..._....._.............. .._....„.»...».._.._..........„ M
SExisting
Light Pole ............ __............................................ ._._.....__ *
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Light Pole ........................... ............»„.................
Existing Utility Pole .... .......................... ........................ _... ___ ... — YJ.
GuyWire ._....„..____ . ................ _.„..._.._..................................... . _<
CONVENTIONAL SIGNS, CONT'D
Proposed Utility Pole ._ ................. ».......... _............................... „ TR
Iron Pin „».» ... _.._.......... „..».......... »......_...._.. ... ............... ......... O
Proposed Curb & Gutter, Cone, Drive, Sidewalk
Existing Existing Fire Hydrant ».„....__..»»..._....__.
Proposed Asphalt Pavement ..._..._„.„...____»..._.,
-.- ...
Proposed 1%” Muting and Overlay ..................... lam.__....::.
Proposed Fire Hydrant __ .... ...._.„._....„....___..........__..»..»........».»
Existing Drop LokL.__..._.___......„..._»__._.._............................... �
Proposed Rip Rap Ditch ..... .......... „ ........ ...........
Proposed DropInlet ..„»_............ _...... _.......... _......................................
Proposed Gravel ................ .... ....... __.._....». _
-----_1
Accessible Ramp_ .............. _.................. .... ................... _............. ...®
Existing Buildin
Tree_ Protection.„.._....„..„._„....__...._..»......._._.._.__......._... ��
Proposed FW (Profile View) ........ ................. I--7
Proposed Guardrail ..__....__...... _...................................... . _---�-
Silt Fence ......................................... -
RECOMMENDE6
FOR CONSTRUCTION
Contract Administration 1\
Storm Water Construction
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Storm Water Quality e6 . t ['IIARIIIYI"I'F
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CDOT - Design
CDOT - Implementation
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_._...MANAGEMENT
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5S
wl
TOPSOIL MIX IN AREA
INSTALL LIVE STAKING
SEE
INSTALL STREAM BANK PERM
RIPARIAN SEEDI
MATTRESS
S61MPACTS
298 LF (709 LF Total on Sheets P1 d P2) of Temporary Impact
Authorized under NWP 27
(steam enhancements including channel re -shaping, and installation of log sills,
brush mattress, anoled step Dods. riffles. and live stalD'no) I
n
44vv vv vvvv �
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INSTALL TOPSOIL MIX IN AREA
DEPSHE
ICTED BY DAD UNE \
SEE INSTAWNG TOPSgL MIX
SPECIAL PROVISION.
~ Y
4
VInINITY MAP-Cr.AIF 1"_inn'
PERMANENT RIPARIAN SEEDING MIX (APPUCATON 15LB/ACRE)
RIPARIAN ZONE
OMMON NAME
EE SPECIES (APPLICATION RATE 680 BARE ROOTS/ACRE)
WETLAND CODE
IENTFlC NAME
OMMON NAME
PERCENTAGE
HEIGHT RAN
N
lantanus occidentalis
ycamoro
15%
24" - 36"
yesa sylvotica
lo&gum
8%
24" - 36"
iospyros vrgin'Mna
S.Khgnoss
5%
18" - 24"
mI.h... II
akmPmo es nu
1510
}0" - 42"
raxhus pennsylwnico
n Ash
20%
24" - 36"
ws phellas
II— Oak
7%
24" - 36"
iriod.ndron tulipfera
ulip Poplar
lCx
30" - 48"
... I..
obloll Pme
10x
12" - 24"
xIa triloba
aw Pow
IOx
la" - 36"
PERMANENT RIPARIAN SEEDING MIX (APPUCATON 15LB/ACRE)
IENTIRC NAME
OMMON NAME
PERCENTAGE
WETLAND CODE
uncus effusus
3oft Rush
10%
FACW
are. wlpinoidea
x Sedge
10%
DBL
lymu. virg'nicua
Vingini. Ind Rye
20%
FAC
niwm A -got..
S.Khgnoss
9%
FAC
hasmonthium
atifdium
ver Oats
9x
FAW
ichath.IWM
andesUnum
Tongue
14x
FALW
rskaria ponnsylvonico
ommon Smartweed
14x
FACW
idens frondownn
.ggar'. Tido
14x
FACW
MPERMANENT SEEDING MIX
NON -RIPARIAN SEEDING AND MULCHING
Application Rats
NAME
OMMON NAME
PERCENTAGE
WETLAND CODE
auaus
oft Rush
lox
FAGW
7TREABANK
pbwld.a
ox Sedge
10%
OBL
rginicus
nginia WRd Rye
20%
FAC
Angatunn
witchgass
9x
FAC
thium Iatlfdium
Ivr Col.
9x
FACU
iMothdium clandmtinum
esr Tongue
14%
FACW
eraicaria ponnsytvo o
ommon Snartweetl
14x
FACW
idons eondowm
.9gars Tick.
14%
FACW
VE STAKES
NON -RIPARIAN SEEDING AND MULCHING
Application Rats
ENTIFlC NAME
COMMON NAME
PERCENTAGE
om
Rky Dogwood
4010
Nix s
Rky Willow
40x
mbuw. canodansi.
Id.rbemy
20x
a 4 c a
NON -RIPARIAN SEEDING AND MULCHING
Application Rats
mr Seeding (May 1 - Augu.t 15) wg_t P=ent
PERMANENT SEEDING MIX, .e. seadinq k mulching untlr U. aomprehon.iw grotling .pecid proviMon
riparian seeding
TEMPORARY SEEDING MIX,
plication rote 13 Ib ar
40x
Salix _iceo
Summer S..d.g
Sestl Rala with
Ssed Rate With. I
Elderberry
(May 1- August 15)
ye Grain 130 lbs/«r.
Prmmsnt Seed
Permanent S.d
Browntw MM.t
1} Ib «
44 Ib a
Win[r Ssed Au al 15-
R Groh
Ma 1
44 ID am
130 Ib -n.
TEMPORARY RIPARIAN SEEDING
Application Rat.
Application Rats
mr Seeding (May 1 - Augu.t 15) wg_t P=ent
.IM Permanent
riparian seeding
Comus amomum
Silky Dogwood
40x
Salix _iceo
Silky Willow
40%
Sambucus cw,ditnss
Elderberry
20%
TEMPORARY RIPARIAN SEEDING
Application Rat.
Application Rats
mr Seeding (May 1 - Augu.t 15) wg_t P=ent
.IM Permanent
riparian seeding
rlprion seeding
—tap MRlet 44 lbs/oars
15 Ibe/acr
Appllontim Rate
Application Rate
liter Seeding (August 15 - May 1) without permonent
with permanent
riparim seeding
nparfon seeding
ye Grain 130 lbs/«r.
45 es/acre
NOTE:
BRUSH MATTRESS
1. ALL INVASIVE SPECIES SHAD. BE REMOVED VATHIN AREA DEPICTED BY THE 45R- UNETYPE BY
EXGVATWTN OR HERBIgM TREATMENT.
SCIENTIFlC NAME COMMON NAME PERCENTAGE
2. TEMPORARY RIPAR SEEDING SHALL BE INSTALLED IN ALLAREAS MA N LOD EXCEPT BOTTOM OF d NWL
3. TEMPORARY RIPARIAN SEEDING TO BE SIMULTANEOUSLY APPLIED WITH PERMANENT RIPARIAN SEEDING.
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INSTALL TOPSOIL MIX IN AREA \ \
DEPICTED BY DASHED UNE.
SEE INSTALLING TOPSOIL MIX
SPECIAL PROVISION.
411 LF (709 LF Total on Sheets P1 & P2) of Temporary Impact
Authorized under NWP 27
(stream enhancements including channel re -shaping, and installation of J -hook vanes, brush mattress,
rifles, angled log steps, log sills, and live staking)
VICINITY MAP -SCALE 1'=300'
ovvvvv ,� vvv O00 v,v Ov„v„vvvvvv,, Ovvvv, 0,�
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L41
a a u a
NON -RIPARIAN SEEDING AND MULCHING
ZONE
PERMANENT SEEDING MIK see non -riparia seeding and mulrhing g—id proNsin
TEMPORARY SEEDING MIX,
Ikatim rate 15 Ib as
Cornu+ am
Summer Scetlk9
Seed Rote with
Sdie .erica.
Seed Role Wlihout
(May 1- August 15)
Pamannl Seed
EltlerbeMr,
Permanent Seed
Bmwnlap Millet
13 Ib ocre
24' - 36'
lb/,.r.
WMtn Saedin (A, ­t 15-
Mo 1
10' - 24'
R Grain
44Ib/ s
1311b
30' - 42-
2'pennsylwnic.
P .... YI—I..
n Ash
BRUSH MATTRESS
RIPARIAN
ZONE
SCIENTIFIC NAME
COMMON NAME
PERCENTAGE
Cornu+ am
Sky Do wood
40K
Sdie .erica.
Silky Willow
40%
Sambucus cn 1.
EltlerbeMr,
20%
PERMANENT RIPARIAN SEEDING MIX (APPLICATION 15LB/ACRE)
RIPARIAN
ZONE
PERCENTAGE
EE SPECIES (APPLICATION RATE 680 BARE ROOTS/ACRE)
e .ffusue
ENTFlC NAME
ONMON NAME
PERCENTAGE
H
SEEDUNGS
lonlnu+—idntalls
ytamore
15x
24' - 36'
ysea sOwtka
lockgum
ox
24' - 36'
Iosp", Nrghln.
..i—
5%
10' - 24'
acus hn h...11
akmp n nu
15x
30' - 42-
2'pennsylwnic.
P .... YI—I..
n Ash
20x
24' - 36'
uncus phwlos
1111 Oak
7%
24' - 36'
rlodendron tullplora
ullp Poplar
IOK
30' - 48'
Inns Lode
obldl Pine
1.
12' - 24'
imine triloba
ow Paw
10%
18' - 36'
PERMANENT RIPARIAN SEEDING MIX (APPLICATION 15LB/ACRE)
ENTIFIC NAME
OMMON NAME
PERCENTAGE
WETLAND CODE
e .ffusue
S.ft Rush
to%
FACW
wIpihdd-
oe Sedge
10%
OBL
In.. Argkicue
Virgihl. Wk Rya
20x
FAC
.M.— Argot..
witchgrau
9x
FAC
u.— W.
lww.
ver Oats
99
FACU
knathdmm
andntkum
eer T-9--14%
FACU
FACW
eroicarw pnn.ylwnic.
ommon Sm.rtweed
14%
FACW
Nae fronEo
eg9ar's Z.
14S
FACW
TREAM BANK PERNANENT
RIPARIAN SEEDING
MIX
ENTFIC NAME
CIENTFlC NAME
OMMON NAME
PERCENTAGE
WETLAND CODE
uncus efhw+
tt Rush
lox
FACW
aro. wlpinoidn
oA Sedge
10%
OBL
ymus viginkus
Fla Mid Rye
20x
FAC
ankum Arg.lum
3witchgrss
9%
FAC
h. manthium
il.r O.ls
9%
FACU
khathNum cl.ntlestinum
ear Tongue
14%
FACW
ersk.H. pn .yt—l-
ommn Smorlwwed
14x
FACW
Wns k -d nn
e99a1's Ticks I
14x
I FACW
LIVE STAKES
Appft.Nn RaleApplication
ENTFIC NAME
OMMON NAME
PERCENTAGE
u
ilky Dogwood
40%
Ii..erica.
ilky Will-
40%
mbucua conadnsie
IderbamY
20x
TEMPORARY RIPARIAN SEEDING
Appft.Nn RaleApplication
Rale
mmn Seeding (May 1 - August 15)
wdhwt penonntwith
pernannt
rip.ea seed 9
rlpakn seed9
rowntop Millet
44 De/sae
15 Ibs/sae
Appllco0on Rate
Applkst,, Role
inter Sntling (August 15 -May 1)
withpxmannt
with p.--t
ripwlan saetling
Hip don seeding
ye Grain
131 1W.re
45 Ib./.—
NOTE:
1. ALL INJASIVE SPECIES SLNLL BE REMOVED WM N AREA DERCTED BY TIE 4SR- UNETYPE BY
EXCAVATION OR HERBICIDE TREATMENT.
2. TEMPORARY FA— SEEDING SI U. BE INSTAL D IN ALL AREAS YiThIN LM EXCEPT BOTTOM OF CHANNEL
3. TEMPORARY RIPARIAN SEEDING TO BE WMIILTANECX SLY APPLIED Wml PERMANENT RIPARIAN SEEDING.
tH CAR&j •.
S?�P'TtF'",5S1 � N ••
L�
E

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): August 12, 2016
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Erin Turner, Wetland Specialist
Charlotte Storm Water Services, 600 East Fourth Street, Charlotte, NC, 28202-2844
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
USACE Asheville Regulatory Field Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Louise Avenue Capital Improvement Project
(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. 35.223 ON; Long. -80.818
Universal Transverse Mercator:
Name of nearest waterbody: Little Sugar Creek
°W.
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
4700 linear feet: 2-10 width (ft) and/or acres.
Cowardin Class:
Stream Flow:
Wetlands: 0 acres.
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
Office (Desk) Determination. Date: May 26,2016; August 11, 2016
❑✓
Field Determination. Date(s): July 15,2010; August 11, 2016
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: Construction plans; Existing Conditions figure dated July 26, 2010
❑✓ 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: charlotte East 24,000
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: NRCS Web Soil Survey
❑ 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)
❑✓ Photographs: ❑✓ Aerial (Name & Date): Mecklenburg county cls 2008
0✓ Other (Name & Date): August 11, 2016
❑ Previous determination(s). File no. and date of response letter:_
or
Other information (please specify): original JD was issued with NWF Action ID 2011-00366
061

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
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 "maybe" 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:
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
2
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Project Name: Louise Avenue CIP
Estimated
Stream
amount of
Location
Cowardin
Class of Aquatic
Impact
Latitude
Longitude
aquatic
(Plan Sheet)
Class
Resource
Number
resource in
review area
S1
Sheet 3
35.223702
-80.818595
n/a
105
non -section 10
S2
Sheet 6
35.22471
-80.816213
n/a
56
non -section 10
Sheets 6 and
S3
35.223913
-80.820118
n/a
177
non -section 10
7
S4
Sheet 7
35.225648
-80.815269
n/a
12
non -section 10
S5
Sheet 7
35.225648
-80.815269
n/a
39
non -section 10
Sheet PI and
S6
35.223913
-80.820118
n/a
709
non -section 10
P2

"This cerci es that this co o this plat accmnteh depicts the
PJ' f ep
boundary of rhe jurisdiction of Section 404 of the Clean Water Act as H '`
determined by the undersigned on this date Unless theca is a change
in the law or our published regulations, this detw7ninanon of Section
404 jtaudiction may be relied upon for a period not to exceed fn'e " <
years from this date. This determination livas made utilizing the 19S7
Corps of Engineers Wetlands Delineation Manual."
Regulatory Official
Title
USte
Action ID
4
.'� Mainstem (Above Hawthorne Ln.)
Ephemeral
Length: 45.0 LF %
a t
Mainaem� (Above Hawthorne Ln.)
Ephemeral
-
. ' icngth: 714.6 LF
7
Be
Terre
Belle
Site 6 - Small Tributary �e'e
C r
Ephemeral
Len the 79.04
Allr�� +
'qG Northing: 542094.031 - Qi
Basting: 1457917.686
Mainstem (Below Hawthorne Ln.)
Perennial' O Cltestn
Length: 239.7 LF vt AV
Trib 1 Downstream � 3v
4j y 1
Mainstem (Below Hawthorne Ln.) Perennial
Aeren.3t " Length: 117.1 LF K�s111�t `n"c5. �' Milk"
\\
`.. Length 25.5 LF iJ
Tab I Downstream
Perennial
Length: 504.8 LF i
Northing: 541189.87
^ i Z _ Fasting: 1458121.612
- .`, - ri Nonl ,: 541056.27
Essn 14581L115 t
.s Trib I Ups tram End
is t•� �.. r...,,1? Intermittent (Below Headcut)
Length: 135.4 LF
t=
Trib ]Upstream End (Above Headcut) -
d Ephemeral e
I<ngth: 69.1 LF - -
L /
F
GPS darn cdkcnd unva a Trimble GeoXT (with submeter smeary)
Existing Conditions Map Vicini LEGEND
Louise Avenue CIP e Pipe — Existing Creeks
Charlotte, NC Stream Break & Pipe Project Limits
Revised Jufy 26, 2010 Project Ste - Stream Break _ Streets
Reference: Ephemeral
Chodotta-MackIwAM Due of Aerial Photo: 2009
STORM Due of Jurisdictional Delineation: 2/19/2010 cHML Intermittent N
City of Charlotte GIS Creek Centerline Data: 2009
WATER CAtyMee le Charlotte GIS Data: 009 Data 2009 Perennial
Mecklenbur Co. GIS Data: 2009
services' 0 125 250 500 Pipe
1" = 500' Feet
Meddenbur Coun C

"77tis ceni ies that this copy of this plat accurate$• depicts the
bomidevy of the fiaisdiction of Section 404 of the Cleat) IParm-Act as
determined by the taidemigued on this date. Unless there is a change
in the Imr or ourpublished regrdotions, this dete77nination of Section
404 f n isdiction nim, be relied upon for a period not to exceed five
years front this date. 27iis detern)ination was made utilizing the 107
Coips of Engineers Wetlands Delineation Manual."
Regulatory Official
Title
Date
USACE Actiou ID
FM
A�-
4 .
A
6.g 4579/7686
P --al `
the 239.71-F
t� y
...-
1 £ ' `' T b 1 Do )stream
F'; e hlainstem (Below Hawthorne Ln .).t t <... P inial
/ Perennial Length: 117.1LF
Length! 25.5 LFNvlt
��..- ;' •, � �ts �� Com.
�_
�'-' �' ;: s° -North g• 4105! 27 si
•,% �q
GPS
Existing Conditions
Louise Avenue CIP
Charlotte, NC
Bet sed ju§ 26, 2010
Reference:
Chedotte-6fecki-ahviq Due of Aerial Photo: 2009
STORM Dateof JurisdittiotdDdineation: 2/19/2010
City of Chadotte GIS Creek Centerfine Data: 2009
WATER Gy of Clwtioac GIS Stormtlnut Data 2009
IIccklcnbur Co GIS Daft: 2009
^ services 0 125 250 500
11. –500 Feet
Perennial
Ien the 504.8 LF
Northing: 541189
Ea ting: 458121.!
tnterminent (Below He;
Length: 135.4 LF
—End Above He
Epbeo'er.1
Le ngth: 69.1 LF
Ephemeral
neth: 45.0 LF
Sit. 6 - SinalI Tnb
Epheni—1
Length: 79.04
LEGEND
Pipe _ Existing Creeks
Stream Break & Pipc Project Limits
Stream Break _ Streets
N.Jea Ste
Ephemeral
Intermittent N
.� Perennial
Pipe
Jar
=°�F
U (Ab.- Hwthotn
r s
.
Ephemeral
L -91h: 714A LF
3
d
r'
1`
Md-- (Abo- Ha.,ammc Ln.)
.
r'r
Ephemeral t
Length: 217.7 LF
c
A�-
4 .
A
6.g 4579/7686
P --al `
the 239.71-F
t� y
...-
1 £ ' `' T b 1 Do )stream
F'; e hlainstem (Below Hawthorne Ln .).t t <... P inial
/ Perennial Length: 117.1LF
Length! 25.5 LFNvlt
��..- ;' •, � �ts �� Com.
�_
�'-' �' ;: s° -North g• 4105! 27 si
•,% �q
GPS
Existing Conditions
Louise Avenue CIP
Charlotte, NC
Bet sed ju§ 26, 2010
Reference:
Chedotte-6fecki-ahviq Due of Aerial Photo: 2009
STORM Dateof JurisdittiotdDdineation: 2/19/2010
City of Chadotte GIS Creek Centerfine Data: 2009
WATER Gy of Clwtioac GIS Stormtlnut Data 2009
IIccklcnbur Co GIS Daft: 2009
^ services 0 125 250 500
11. –500 Feet
Perennial
Ien the 504.8 LF
Northing: 541189
Ea ting: 458121.!
tnterminent (Below He;
Length: 135.4 LF
—End Above He
Epbeo'er.1
Le ngth: 69.1 LF
Ephemeral
neth: 45.0 LF
Sit. 6 - SinalI Tnb
Epheni—1
Length: 79.04
LEGEND
Pipe _ Existing Creeks
Stream Break & Pipc Project Limits
Stream Break _ Streets
N.Jea Ste
Ephemeral
Intermittent N
.� Perennial
Pipe

�Wlr,i(/)(Ok
N!` DWO Ctream LiPntification Fnrm Vercinn 4.11
Date:��1ao\1�
Project/Site:L��sfAV� C\4
Latitude: '35.aa3�l>3
Evaluator: o
County: `i`I�terw,�
Longitude: - �,0 <l e.�c'��`�
Total Points:
termination (circle one)
Other
Stream Is at least Intermittent
Ephemera Intermittent Perennial
e.g. Quad Name:
11'a 19 orperennial Nt 30*
2
3
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
18- Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step-pool,,>n1
ripple -pool sequence
(!= )
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/refict floodplain
(b)
1
2
3
6. Depositional bars or benches
' 0
1
2
3
7. Recent alluvial deposits
CO)
1
2
3
8. Headcuts
0
1
2
(r3)
9. Grade control
0
0.5
1.5
10. Natural valley
0
0.5
(1
1.5
11. Second or greater order channel
No = 0)
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
R W%trirnlnnv Mi ihWol = Q .S 1
12. Presence of Baseflow,
0 1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
C1.5 1
0.5
0
15. Sediment on plants or debris
0 0.
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
b)
Yes = 3
1
t, Rinlnnv Ml lhtnfal = LD 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
r0)
1
2
3
21. Aquatic Mollusks
Q0)
1
2
3
22. Fish
b)
0.5
1
1.5
23. Crayfish
(b)
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
*perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: ' Q
Project/Site:
Latitude:
Evaluator: 15r., ,,��,�
County: /,{«k.��t��,
Longitude: i4•'`a�t
Total Points:
Stream Dete ircle one)
`
Other (✓�xc(c'�(` ,f?(•+ I-
Stream Is at least Intermittent a $
Ephemeral Intermittent erennial
e.g. Quad Name:
N t 19 orperennial If 2 30'
2
3
A. Geomorphology (Subtotal= ) lB
Absent
Weak
Moderate
Strong
1` Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
12
1
3
4. Particle size of stream substrate
0
1
1)
3
5. Activefreflct floodplain
0
1
1
3
6. Depositional bars or benches
0
1
(_'2
3
7. Recent alluvial deposits
0
1
2)
3
8. Headcuts
0
1
2
3
9. Grade control
0
r'6-.5)
1
1.5
10. Natural valley
0
_
1
:1.5
11. Second or greater order channel
"
o = 0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal= Lo,S )
12. Presence of Baseflow
0
CDI
2
3
13. Iron oxidizing bacteria
o
1
2
3
14. Leaf litter
1.5
tr1,„)
0.5
0
15. Sediment on plants or debris
0
(.
1
1.5
16. Organic debris lines or piles
0
0.5
1)
1.5
17. Soil -based evidence of high water table?
( Q)0.5
No = 0
1
es = 3
C_ Biology (Subtotal= to 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
;,3
2
1
0
20. Macrobenthos (note diversity and abundance)
( 0)
1
2
3
21. Aquatic Mollusks
U
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
( Q)0.5
1
1.5
24. Amphibians
r 0
0.5
1
1.5
25. Algae
'>5 `
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:

Charlo8e-Mecklenburg
STORM
WATER
R,7—°' Services
July 21, 2016
Danee McGee
City of Charlotte
Storm Water Services
600 East Fourth Street
Charlotte, NC 28202
Subject Project: Louise Avenue CIP
HUC#: 03050103 (Lower Catawba)
600 E. Fourth Street
Charlotte, NC 28202
Fax [phone]
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
("Umbrella Bank") is willing to accept the mitigation responsibility associated with the subject project. Please note that the
decision by the Umbrella Bank to accept this responsibility does not ensure acceptance by the U.S. Army Corps of Engineers
or the North Carolina Division of Water Quality. It is the responsibility of the applicant to coordinate with these agencies to
determine if payment to the Umbrella Bank for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice (DTI) between Flood Control cost center and the Mitigation Bank
cost center detailing the use of and payment for the credits described in the table below. .
Based on the information supplied by your office, the stream and wetland credits that are necessary to satisfy the
compensatory mitigation requirements and the total mitigation credits available for this for this project are detailed in the
table below.
Stream
linear feet
Wetlands
acres
Credits Requested for This Project 198
N/A
Credits Available for This Project 198
N/A
Mitigation Project Names Dairy
and Sedgefield Park Branch
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Lower Catawba
River Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte
Umbrella Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004.
If you have any questions or need additional information, please contact me at [phone] or [e-mail].
Sincerely,
Isaac Hinson
Mitigation Administrator
cc: Crystal Amschler, USACE
Alan Johnson, NCDWQ
Ed Hajnos, CMSWS
File
•
0, To report pollution or drainage problems, call: 311
http://stormwater.charmeck.org
CHA111ATT L 0.