20230647 Ver 1_Town 1 NWP 29 ePCN Attachments compressed_20230502

Angela Petros
From: Angela Petros
Sent: Tuesday, March 21, 2023 9:40 AM
To: 401 PreFile
Subject: Hambright Road NWP 29 Pre-Application
To Whom It May Concern,
Atlas will be submitting an NWP 29 application for the Hambright Road project. This project is in Huntersville
(Mecklenburg County) and is a Mixed-Use project. Hambright Partners LLC is the applicant.
Angela Petros
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] mobile
www.atiasenvi.com
Offices in Asheville and Charlotte
LAS
IRONMENTAL

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORMFI
1. Project Name [PCN Form A2a]: Town 1 Mixed Use Center
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description/ Purpose [PCN Form 133d and 133e]:
The project purpose is for the construction of a mixed use development. The proposed development
consists of multi-family units, town homes, office buildings, commercial units, and storage space.
4. Property Owner/Applicant [PCN Form A3 or A4]: Owner: Nine owners listed
Applicant: Ben Gisler of Hambright Partners LLC
5. Agent/Consultant [PCN Form A5—or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 135b]: None Known
7. Project Location -Coordinates,Street Address,and/or Location Description [PCN Form 131b]:
11101 Hambright Road Huntersville, NC 28078
35.3757900/ -80.8529180
8. Project Location -Tax Parcel ID [PCN Form 131a]: 01721107, 01721108, 01721109, 01721106, 01721105,
01721104, 01721103, 01721102, 01721101
9. Project Location—County [PCN Form A21b]: Mecklenburg
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: Huntersville
11. Project Information—Nearest Waterbody [PCN Form 132a]: Torrence Creek, WS-IV: 1 1-1 15-4
12. Watershed/8-Digit Hydrologic Unit Code [PCN Form 132c]: Upper Catawba, 03050101
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10&404
Regulatory Action Type:
Standard Permit Pre-Application Request
✓ Nationwide Permit# 29 ❑ Unauthorized Activity
❑ Regional General Permit# ❑ Compliance
❑ Jurisdictional Determination Request ❑ No Permit Required
Revised 20150602

7 TLAS
15VIRONMENTAL
May 02, 2023
US Army Corps of Engineers NC Division of Water Resources
Charlotte Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Doug Perez Attn: Mr. Paul Wojoski
8430 University Executive Park Drive, Suite 611 1617 Mail Service Center
Charlotte, NC 28262 Raleigh, North Carolina 27699-1617
Re: Town 1 Mixed Use Center+/- 70.194 acres
11101 Hambright Road Huntersville, NC 28078
Nationwide Permit 29 Application
Action ID#: unknown / DWR Project#: unknown
Doug/Paul:
Atlas Environmental Inc is submitting the enclosed package on behalf of Ben Geisler of Hambright
Partners LLC for approval of a nationwide permit 29 verification for unavoidable impacts to potential
Waters of the United States. Town 1 Mixed Use Center is a combination of the Hambright Road and Mt.
Holly Huntersville Road Projects. Atlas Environmental completed a stream and wetland delineation on
August 11 and 18, 2023 and November 14, 2022. Preliminary jurisdictional determinations for Hambright
Road and Mt. Holly Huntersville Road were submitted on May 02, 2023. There is a total of one perennial
stream, two intermittent streams, and four wetlands within the review area.
The project purpose is for the construction of a mixed-use development consisting of multi-family units,
townhomes, commercial buildings, office buildings, and storage space. The development will require six
permanent unavoidable impacts to potential Waters of the United States. Impact S1 consists of 600
linear feet(0.039 acre) of permanent fill to intermittent stream CH 100 and Impact S2 consists of 35 linear
feet (0.002 acre)of permanent fill to intermittent stream CH 2O0. Wetland impacts include W1 as
permanent fill to WL 1100 (0.030 acre), W2 as permanent fill to WL 2000 (0.023 acre), W3 as permanent
fill to WL 1000H (0.027 acre), and W4 as permanent fill to WL 1000M (0.037 acre). All stream and
wetland impacts are for the construction of the multi-family residential units, parking, and grading. In total
there are proposed to be 635 linear feet (0.041 acre)of permanent stream impacts and 0.117 acre of
permanent wetland impacts. Mitigation for wetlands impacts will be provided for this project as wetland
impacts exceed 0.10 acre of wetlands. Mitigation for stream impacts will be provided as impacts exceed
0.02 acre of stream. A mitigation ratio of 1:1 for stream impacts is being proposed due to the impacted
features being intermittent and having a low NC SAM rating. Wetland mitigation is being proposed at a
2:1 ratio. The project has been designed and engineered to avoid and minimize impacts to the greatest
extent possible. No perennial channels are proposed to be impacted and approximately 868 linear feet of
intermittent streams are being avoided. A retaining wall of approximately 383 linear feet is proposed to
be constructed Northwest of channel CH 100 to avoid additional impacts to this channel. A vegetative
buffer surrounding the unimpacted stream sections is to remain undisturbed. Additionally, 19,216 square
feet of riparian buffer is proposed to be restored and 21,051 square feet of riparian buffer is proposed to
be preserved as part of the project.
Enclosed are the necessary permit application documents and additional information. Thank you for your
attention to the enclosed request. Please contact me if you need any additional information.
Best regards,
Layla Tallent, Botanist
[e-mail]
ATLAS Environmental, Inc.
338 S.Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206(o)/828-712-9205(m)
www.atlasenvi.com/Offices in Asheville and Charlotte

V.R�ONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams- Compliance and Permitting Unit
Attn: Mr. Paul Wojoski, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC ttDWR Water Quality Program.
Project Name: _k-�C_kA l4 V I'S k"� Z0.,
Property Owner of Record: ('I��b�� �"� tcc I cultZut �:r�Sr-r,40 0 IJC, LC C S{3 C<nd u L
Contact Name:
--Bex
Address: �� SOAc S't; , Ste— 3—t 0
Address:
Phone/Fax Number: 71DLf•
Email Address: tW vA LP L a vV\
Project Address: III O I •b��lr ��_,
Project Address: HV_rT_rS t - I N C '1L
Tax PIN: oilxk( 05_ 01-7x(I0G , Old. (Okol7J_110$ 1017a11(01
Signature:
Date:
ATLAS Environmental Inc.
338 S.Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206(o)/828-712-9205(m)
j robertson Oadasenvi.com
www.aUasen A.com

RNM
ENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams— Compliance and Permitting Unit
Attn: Mr. Paul Wojoski, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name: /0T' 4ly Ce i2
Property Owner of Record: tkA`�'iAck^"""f %IT, l�JI., (�+► �1
/� �C
Contact Name: ��G1/\ VeitS� — ZrcL •% (
Address: S• U11� "^ ,Si- 7 S'�C• �- l C)
Day� &A , W C a-ab3 6
Address: 4
Phone/Fax Number: 70`4 q (o S_
Email Address: bey\6 ', ` AL ' IOC
Project Address: (� 0 0 1M+ �6ky — 4a;�C-(rs0-� a
Project Address: � J�``� I �- a807�
Tax PIN: �(7a.1( O ( � 0(7�1(01 01-7 �1�03 � 0( 7aI10L�
Signature: /
Date:
ATLAS Environmental Inc.
338 S.Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206(o)/828-712-9205(m)
i ro bertso n#a ti asenvi.com
www.atia5enyi.com

MODIFICATIONS TO STANDARDS PARKING DATA BUFFER & SCREENING TLE, 1eI, i%9!.VlII ZONING DATA
PURSUANT TO SECTION 11.4.7 K OF THE ORDINANCE,THE STANDARDS OF THE ORDINANCE ARE MODIFIED TO Prin Us s zoand.J MIXED USE _
PERMIT THE FOLLOWING: O 1)50-FT ALONG HWY-77 zo nmwJ,4 Wwem OMMERCIAL
HUNTERSVILLE Zo i511ic[Z.O.ANrXJ CURRENT=CB PROPOSED=TOD-R CD TIC C SP(CD)TOD-E(CD)
PARKING REQUIRMENTS PER 2) 10-FT ALONG RESIDENTIAL AT BLDG U1 &A2 (MODIFICATION) Ovetl Dish a i-E.aren.Jz.o OWNER: HAMBRIGHF PARTNERS PHONE # [phone] S
1. SIDEYARD PARKING IS PERMITTED AS SHOWN ON THE REZONING PUN. PARKING REQUIRED RESIDENTIAL (1-SPACES PER UNIT)X 753-UNITS=753-SPACES Perced dl emous slowed amw Jzo. lJ -
2. ANGLED PARKING IS PERMITTED AS SHOWN ON THE REZONING PUN. 3)60-FT ALONG MT HOLLY HUNTERSVILLE RD AT BLDG W1 &S1 (MODIFICATION) m dl ous Shawn PLANS PREPARED BY: WOODBINE DESIGN,P.C. PHONE # [phone] a
3. CROS
S
-SECTION F,AS SHOWN ON C8 OF THE REZONING PUN IS PERMITTED. PARKING PROVIDED RESIDENTIAL: 1214-SPACES= 1.6/UNIT Ld cawt 21 PROPOSED TAX PARCEL ID:01721108,01721110,01721109.01721107.01721106.
4. BUFFER DISTURBANCE IN THE I-77 BUFFER FOR FIRE ACCESS IS PERMITTED SO LONG AS SUCH Tolel nl.Rberd s mmaea aBMdlee -
SCREENING REQUIREMENTS: 01721105,01721104,01721102:01721102,01721101
DISTURBANCE DOES NOT ENCROACH MORE THAN 30 FEET INTO THE BUFFER. T&.eausra d tvenvK uels48
5. BUFFER MAY BE REDUCED ALONG MT.HOLLY HUNTERSVILLE ROAD TO SO'AS SHOWN ON THE REZONING PARKING REQUIRED COMMERCIAL: (1-SPACES PER 500-SF)X 183,100-SF-366-SPACES ALL LOADING,PARKING,DUMPSTERS&ABOVE GROUND UTILITIES SHALL BE SCREENED PER ORDINANCE CURRENT=CB PROPOSED=TOD-R(CD),HC(CD),SP(CD),TOD-E(CD)
PLAIT Totel reFaotdronreskerNe n3gI0O ZONING: .� OG
PARKING PROVIDED COMMERCIAL: 399-SPACES Ldsizere - 16.88 A RESIDENTIAL/COMMERCIAL
6. BUFFER MAY BE REDUCED ALONG HAMBRIGHT ROAD AS SHOWN THE REZONING PLAN. umber TOM win ren� EXISTING USE: Q oP C1U
7. NCDOT STREET DESIGN STANDARDS FOR ROWING TERRAIN MAY BE UTILIZED FOR STREET DESIGN.8 THE REQUIRED 30-FOOT BUFFER BETWEEN Al AND THE ADJOINING PROPERTY TO THE WEST MAY BE PARKING REQUIRED OFFICE: (1-SPACES PER 500-SF)X 126.00-SF=252-SPACES Ir"�n14fe l'"�4' �1 LOT COUNT: 20 PROPOSED _
.
REDUCED TO 10 FEET WITH ADDITIONAL PLANTINGS AS SHOWN. THE REWIRED 20-FOOT BUFFER BETWEEN U1 PARKING PROVIDED OFFICE: 252-SPACES MIXED USE LIVE/WORK UNITS: 48 PROPOSED .p
AND THE ADJOINING PROPERTY TO THE EAST MAY BE REDUCED TO 10 FEET WITH THE ADDITIONAL PLANTINGS IMPERVIOUS AREA DATA Ld wiOlhsre oamn.J 0.18- 16.88 ACRES G
SHOWN. (SEE SECTION 7.5.3,Fr.5) umber d101s wenin earn witlm LOT SIZE RANGE: w'o
PARKING REQUIRED WAREHOUSE: (0.25-SPACES PER 1000-SF)X 70,500-SF=18-SPACES
10. MISSING REQUIREMENTS PURSUANT TO THE ORDINANCE ARE WANED FOR THE BUILDINGS LOCATED ON MAX.ALLOWABLE IMPERVIOUS: 70% RL>se more hoes drieeaetl) °1^
LOT#20. PARKING PROVIDED WAREHOUSE: 30-SPACES I DENSITY: TOD-R DENSITY O o e PROPOSED IMPERVIOUS: PAVEMENT/CONCRETE=1.183.557-SF BLDG=502.350-SF „
TOTAL PROPOSED=1,685,907-SF 56.5% IMPERVIOUS NUMBER OF UNITS: 546 e w�
TOTAL PARKING REQUIRED: 1,389-SPACES DENSITY: 546/36.34= 15.07 DUA -
URBAN OPEN SPACE TOTAL PARKING PROVIDED: 1,895-SPACES WATERSHED: MOUNTAIN ISLAND LAKE PA-2 n9
SIDE YARD PARKING:UP TO 457 SIDE YARD PARKING ALLOWED IN H.C. NOTES: 411\ BUILD TO LINE: 0 TO 15' RANGE oa
TYPE OF URBAN OPEN SPACE SIZE OF U.O.S. PARKING SPACES 1)THIS SfTE SHALL UTILIZE THE HIGH DENSTIY OPTION,BMP'S SHALL BE PROVIDED IN COMPLIANCE WITH THE PCO AND
®°a
PP1-PEDESTRIAN PASSAGEWAY®R11 130-FT 0 PARKING IS PROVIDED
REQUIRED FOR SIDEYARD PARKING IN TOD-R&TOD-E)
DED HUNTERSVILLE LOW IMPACT DEVELOPMENT REQUIREMENTS BY USING INFILTRATION/UNDERGROUND DETENTION AND YARD REQUIREMENTS: a Go
OTHER APPROVED S.CO"T"SU SETBACK(FRONT): 0-15' FT. SIDE YARD(L): FT.PP2-PEDESTRIAN PASSAGEWAY®U1 180-FT Q THROUGHOUT THE SEE TABLE
PP3-PEDESTRIAN PASSAGEWAY®R28 120-Fi 0 DEVELOPMENT FOR ALL TRASH NOTES 2)THIS PROJECT DOES NOT DE WITHIN A REGULATED FLOODWAY TREENAIL
U.O.S. 3)SWIM BUFFER IMPACTS MUST BE PERMITTED VIA ARMY CORPS OF ENGINEERS&MECKLLNBURG COUNTY STORM WATER DEV�21114
CORNER YARD: SEE TABLE Fi SIDE YARD(R): SEE TABLE FT,
4)IMPERVIOUS IS SHOWN BLUSTRATIVELY,FINAL NUMBER MAY VARY DURING THE DESIGN&PERMITTING PHASE
P1-PLAZA®U5 2300-SF 0 TRASH COLLECTION SHALL BE PRIVATE.TRASH PICKUP WILL CONSIST OF ONSffE DUMPSTERS OR A PRNATE REAR YARD: SEE TABLE FT,
P2-PLAZA 8D Al 4000-SF 0 COMPANY WILL COLLECT THE TRASH WITHIN THE BUILDING AND DISPOSE OFFSITE AT A PERMITTED FACILITY
P3-PLAZA®R9&RIO 5000-SF 0
P4-PLAZA®C4 2000-SF 0
P5-PLAZA 0M2 1100-SF 0 O% BUFFER MITIGATION PROVIDED FOR 20-FT
r� XO GRADING ENCROACHMENT 175-FT RIGHT TURN TAPER CARD
GREEN-1 17000-SF 0 SEE SHEET CJ FOR STREET BUFFER MITIGATION PROVIDED FOR ' '(Q.- {.Tu} BELTWAY 77 �p���` /y9p••
GREEN-2 20000-SF 0 GRADING ENCROACHMENT \ �r {} PHASE-1 OWNER,LLC e••
CROSS SECTIONS NO SPECIMEN TREES REMOVED k t?a {}}Az'•qq 75-FT STORAGE 1017_04_234 n FSS/ ~'
MODIFICATION REQUESTED {. {} i7 ZONED: CB
�� Y
Xo {} {?{3 CONCRETE MEDIAN •VOW
r�O�}3? � 81-FT OF FRONTAGE ON HAMBRIGHT RD. t
PARK SIZE=NO MIN.FOR MINI PARKS LINEAR \ { '� ! �s•!�47F ION
( ) HOWEVER UMIN/MARE SIZE REQUIREMENTS SHILL BE •FRONTS •••,•O� d�1V
PLAZA SIZE=2,000-SF,30,000-SF MAX. ��� �JS� \OG�r {} ,,s,. �e PLAZA Al f STREET ALIGNMENT
PEDESTRIAN PASSAGEWAY=NO SIZE REQUIREMENT MET PER ORDINANCE. ' �Ar / a.•E B(�IpJls,
GREEN SIZE=NO SIZE REQUIREMENTS
]-STORY OFFICE
/Sf JJ�JJJJJ J� \`Po= Aye l� PLAZA \\ /� ACCESS#1
SITE LEGEND PATH LEGEND J J JJJJ J�r.LOJ ��'" 0�% y b0000SF
1�1r \ RIGHT IN,RIGHT OUT
/J JJJJJJ Jr/ %JJ�JJ-\ �9 DUMPSTER TYP. } j''// INTERNAL PROTECTED STEM
SEAL
PROPOSED CURB&GUTTER 4'NANRAL TRAIL MULCH/GRAVEL(OPTIONAL) 6-STORY PARKING ,wu •,I•�
REVERSED PITCH CURB&CUTTER / _ I LJ `1JJJ ' \ i}{�j o 'yg 420-SPACES 50-FT INTERNAL STACKING '5'PEDESTRIAN PAN PAYED CONCRETE Y U \ .' OMN••••y
PROPERTY LINE {� ,il p`ES G%y•p.
LOT LINES --- 8'PEDESTRIAN CONDOR PAVED/CONCRETE \ / / ;" = JACK J+ ' ` {} {�{,}y�y � '" IAROM r ti•,�'q
\G.� _`� \� �'} {} Y •NOW OR FORMERLY +•�11E o p 1
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J� 9
PAVEMENT MENT STRIPING - J y y i •IJ JJJ-\, �9Jy. •'• \ \ O 10 FT OPAQUE BUFFER PASSAGEWAY \`'5 PAVED
J-y�'1,: \ i J(. •�• ' /\ 120-UNITS ® ".. "PP2"URBAN(TYP.) PEDESTRIAN ••'��I''•.......••'•N p•'•-
0 - -,-- ;; � J "� •/• STORY DETAIL ON CIO/C9.1 PAT 10-FT MULTI-USE PATH(TYP.)
-, \ SCM#4 \ �,
CONCRETE ',A'P� vUJjJJJ-:\ �•• - Poo h FRONT .��':�• �` STREET TREES40'O/C
TRAFRC FLOW e♦ " V _ '' v J J . \ Y�
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PARKING BAY COUNT 23 __- AO'Ll .� \LJ NLy \ _ -��� a 36-UNITS 4 • '`
IEVARON
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SPOT E G '_ �\ / 5-STORY 03
RarvDIcaP RAMP $ '(E?�po80 C}{} i?1y} %�-�•�\ T- U3 ALL ACCESS POINTS&
" PROJEPJO JPR\PB {} C} { 3" '4'NATU AL \ "-ER
e�\ PEDESTRIAN CROSSING
lgP � �} {} d}{} {t % � TRAIL(TVP.1\ _ T +,'I \ss\ O• ,� n PENDING NCDOT REVIEW
�} {} {,'}. NOT REQUIRED, �.�� �4 0 40 SPACES NORTH ARROW
BMP ACCESS EASMTYP. {}�}/ G�. - UNDER BLD 1. 'Z --A o
Ci qo 11h12sro U2 Graphic°Scale at" = 100 ft.°o
46-UNITS > 90-FT TRANSITIONAL R/W
{} {��,'} 5•L°� \ I tJ�,��UNILTS- ♦ .O 2-STORY mGREEN712 {?{,} {} -`__� 3SPT R20 t ` tOtP\' QOP� J 1 EPeL s-sTOBY u1 DEDICATE 45-FT FROM CL
URBAN U.O.S.2%000-SF SEE {} O / `� '�
' S'PAVED DETAIL SHEET C10(TVA.)' �StY �' '` swt To Se�Es Jd' , , ACCESS#2 O
o.rq
r+ PEDESTRIAN {j't"1{}'-S�. a ENE(Teel �" Q �� FULL MOVEMENT
6
'\ - S - _" '"{�" {} } ,T\ _ a AGES 1`,
A - PATH(TYP.) { (,'} {� /
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9�, a PUBLIC ROAD^ _
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CREEK BUFFERS ( ) Ari i?rCS R16 qL L N $ PEDESTRIAN CROSSING -
�� RED TRIAN PA A EWAV'PP^ ` osslrvD ( g ` Q G\"
J 1 20-UNITS \ \ F p0"
PER POLARIS GIS(TYP.) \\ \ URBAN C9S(TVP) 2 2 .) PUgpG PERECANGLARRAPI 5
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{? {} o��� �� �;5� �T>M,g2`�♦ /• os rY Q/Jl aD-uwrs t �PARK&RIDE
\ ---- {}� • - PU �.p" RONTS / PAGES LOCATION
\ 1 I _ ��-`>•'{}� ��{.'- 5 PAVED � �� � BLIC ROAD'C21^ ' � 10 24-UNIT PLAZA i g S3S rq W
\ \ 4 .. s0'flryy 9 4-STORY \ 0 \nR
I, ; PEDES'RIAN� `_- �\\ y l FRO 10 1 yQPU4. R9 �\[1\\/] j / 1 CITY OF
, ,/ ....` {� P 1 Ni 90 24-UNIT \ z-Fr\'fl g y p9 CHARLOTTE
WAREHOUSE STORAGE IS O TRNATURALAIL VA. 4 % R12 35-UN `°' \ s o- F 4-sro GEe oti��a v ww #017R041-211 �� Q
c w ZONED: CB � .H
\ , 1\ ( ) 3 QB ' _ 3I45PLIT \ SAP 4 O EXISTING O V E- O V
ACCESSORY TO MAIN a NOT REQUIRED _ O'p o- Qo C6
/ �}�,
\ \ \ OFFICE ALONG MT.HOLLY 4 .�- SCM#1 -
---------------- - r� Ervrvary Ea\ $ �y..r�{^4, POOLS\(/j�\per`'
\ \\ \ 1 OOPAQUE
t w/M \ ` i i'f''PLAZA LIMITS G 'y _
e Des AG.\ \ \ yl EXISTING .•I -
D NOE E WZ O '/f"" \�J�� �cno \ y \ 2-STORVUSE ,. �E ♦.;sr `Pa Sj0 y \y y r ',, 1`` 6 `o
IMPROVEMENTS
\ ;\\\\ I I�rr'y/�/J ¢ / \ `\5 PAVED\\\0 \ ) \\ 218-SPACEST \ ••,\ R7 y4pye9a ACCESS#3 EXISTING �° H
1-STORY LLI, R52' G`11 PEDESTRIAN \ ♦ OTgL GREEN-1 \ srN S 131 RIGHT IN-RIGHT OUT ONLY DEVELOPER OWNER
PATH(TYP.) \\ 1 17,000 SF r to RONT >.t y. J9 c 4 \ �\
1/2 SPLIT DUMPSTER(TYP.) \7 I t U O.S. \' w♦ _ ��\' - �EDEETa ary oss�a \ 1�\ '1 1 \♦ , y HAMBRIGHT PARTNERS
OUTDOOR z I v sTDITv 1 V ��. 90_F
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---MODIFICATION FROM -- T EX.EPP y EVERGREEN
EX.PROPERTY ( EX.E.O.P 1 MT.HOLLY HUNTERSVILLE RD ____________ EX E.O.P_____________________ _ ,T EX EO_P______- t ___ __ _______EX_E_Q_P___
STREET TREES 40'O/C -- ---- ---__ SR#zoo
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REQUIRED 80-FT FULL MOVEMENT r-- 4 -- ' _ __ ,b EX.PROPERTY SCREEN WALL
DOUBLE ROW VARIABLE PUBLIC R,W - -__-__-__-__-__-__-__-__- _-_
-------------------------------------- - c
11777 MT.HOLLY-HUNTERSVILLE, LLC AMANDA SPARROW 90-FT TRANSITIONAL RM/ per ME'59 PG 825 �\ BURKERT -------------ACCESS#5 LINE HAMBRIGHT INDUSTRIAL
FRANK WILSON
SYS7EMHAU$LLC LAND OWNER,LLC 90-FT TRANSITIONALR/W Sheet: C3 Of 1 2
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ZONED: CB / ZONED: CB I ZONED: CB Projed Number: 21037

LEGEND op
PROPOSED '�'
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-BRIGHT ROO
Project Number: 21037

Aquatic Resources Sketch Map Sketch Map provided for illustrative purposes and
preliminary planning only. Not intended to be relied upon
for exact location,dimension,or orientation. All findings
and assessments are subject to verification from the
Army Corps of Engineers, NC Division of Water
Resources, and/or other appropriate local authorities.
Do not reproduce map set except in its entirety.
Detail 1: Page 3 O
9 � 0
t -
Detail 2: Page 4 v
Z
0
Detail 3: Page 4
i
Legend
C Review Area
C Mecklenburg Co. Parcels o
Streets N
2 Ft Contours
Delineation
0 Perennial
State-Rd 21-17
Intermittent
Wetland 0 150 300 450 600 Ft.
Culvert
Project Name: Hambright Road
Location: 11101 Hambright Road Huntersville, NC 28078
ENVIRONMENTAL For: Hambright Partners LLC Attn: Ben Geisler
Page 1 of 5 Figure: la Coordinates: 35.375790°/ -80.852918' Date: May 02, 2023

Aquatic Resources Sketch Map
c ;
i 4,r
r '
vi
S
Legend
I Review Area
C Mecklenburg Co. Parcels
Streets
Aerial Imagery NC OneMap
m
Delineation _ __ _ r
Perennial
Intermittent
State Rd 2117 _
Wetland 0 150 300 450 600 Ft.
Culvert _
Project Name: Hambright Road
Location: 11101 Hambright Road Huntersville, NC 28078
ENVIRONMENTAL For: Hambright Partners LLC Attn: Ben Geisler
Page 2 of 5 Figure: lb Coordinates: 35.375790°/ -80.852918' Date: May 02, 2023

Aquatic Resources Sketch Map
Potential Non Wetland
CH 100: —668 LF, 0.037 Ac.
Potential Wetland
WL 1200: —0.001 Ac.
Legend
C Review Area
C Mecklenburg Co. Parcels
Streets Potential Wetland
2 Ft. Contours WL 1100: - 0.030 Ac.
Delineation
0 Perennial
Intermittent
Wetland 0 25 50 75 100 Ft.
Culvert
Project Name: Hambright Road
Location: 11101 Hambright Road Huntersville, NC 28078
ENVIRONMENTAL For: Hambright Partners LLC Attn: Ben Geisler
Page 3 of 5 Detail 1
Figure: 1c Coordinates: 35.375790°/ -80.852918' Date: May 02, 2023

Aquatic Resources Sketch Map
/ CH 100 Continued
Potential Wetland
WL 2000: -0.023 Ac. Potential Non Wetland
CH 2O0: -35 LF, 0.002 Ac.
Potential Wetland
WL 1000: -0.027 Ac.
a
v
i
i
O
i
C
7
O
Legend
O Review Area
0 Mecklenburg Co. Parcels CH 100 Continued
Streets
2 Ft. Contours
Delineation
FIT-
M Perennial
Intermittent
Wetland 0 25 50 75 100 Ft.
Culvert
- Project Name: Hambright Road
Location: 11101 Hambright Road Huntersville, NC 28078
ENVIRONMENTAL For: Hambright Partners LLC Attn: Ben Geisler
g
Page 4 of 5 Detail 2
Figure: ld Coordinates: 35.375790°/ -80.852918' Date: May 02, 2023

Aquatic Resources Sketch Map
Potential Non Wetland
CH 300: - 120 LF, 0.008 Ac.
Legend
C Review Area
C Mecklenburg Co. Parcels
Streets
2 Ft. Contours
Delineation
0 Perennial /
Intermittent
Wetland 0 15 30 45 60 Ft.
Culvert
Project Name: Hambright Road
Location: 11101 Hambright Road Huntersville, NC 28078
ENVIRONMENTAL For: Hambright Partners LLC Attn: Ben Geisler
9
Page 5 of 5 Detail 3
Figure: le Coordinates: 35.375790°/ -80.852918' Date: May 02, 2023

Sketch Map provided for illustrative purposes and
Aquatic Resource Sketch Map preliminary planning only. Not intended to be relied upon
for exact location,dimension,or orientation. All findings
and assessments are subject to verification from the
Army Corps of Engineers, NC Division of Water
Resources, and/or other appropriate local authorities.
Do not reproduce map set except in its entirety.
a
v - - - - - - - - - - - - - - - - - - - - - - - - - -
' 1
C 1 r
= J 1
0 1 1
1 '
o ' 1
N ' 1
� 1 1
Detail 1: Page 3
1 � �
Legend '
1
1
1
O Review Area '
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Streets '- - - - - - - - - - - - - -'
1
0 Mecklenburg Co. Parcels 1
Contours: 2 Ft '
1 �
Delineation 1 1 Detail 2: Page 4
1 �
Intermittent Wetland - - - - - - - - - - - - -
_ _ 0 100 200 300 400 Ft
`
Project Name: Mt Holly Huntersville Road
AQ Location: 11700 Mt. Holly Huntersville Road Huntersville, NC 28078
ENVIRONMENTAL For: Treenail Development Attn: Ben Geisler
Page 1 of 4 Figure:4a Coordinates: 35.3824880, -80.8528840 Date: November 16, 2022

Aquatic Resource Sketch Map
V V
p
O
N
Legend
O Review Area
Streets
F—� Mecklenburg Co. Parcels
NC One Map Aerial Imagery
Delineation
Intermittent 0 100 200 300 400 Ft
Wetland r
Project Name: Mt Holly Huntersville Road
AQ Location: 11700 Mt. Holly Huntersville Road Huntersville, NC 28078
ENVIRONMENTAL For: Treenail Development Attn: Ben Geisler
Page 2 of 4 Figure: 4b Coordinates: 35.3824880, -80.8528840 Date: November 16, 2022

Aquatic Resource Sketch Map
H
J
J
Potential Non Wetland
1 CH 100: — 730 LF, 0.046 Ac.
Legend
O Review Area
Streets
0 Mecklenburg Co. Parcels
Contours: 2 Ft
Delineation
Intermittent 0 50 100 150 200 Ft
Wetland
Project Name: Mt Holly Huntersville Road
AQ Location: 11700 Mt. Holly Huntersville Road Huntersville, NC 28078
ENVIRONMENTAL For: Treenail Development Attn: Ben Geisler
Page 3 of 4 Detail: 1 Figure: 4c Coordinates: 35.3824880, -80.8528840 Date: November 16, 2022

Aquatic Resource sketch Map
Potential Wetland
WL 1000: — 0.037 Ac. Ch 100: Continued
Legend
O Review Area
Streets
0 Mecklenburg Co. Parcels
Contours: 2 Ft
Delineation /
Intermittent 0 25 50 75 100 Ft
Wetland
Project Name: Mt Holly Huntersville Road
AQ Location: 11700 Mt. Holly Huntersville Road Huntersville, NC 28078
ENVIRONMENTAL For: Treenail Development Attn: Ben Geisler
Page 4 of 4 Detail: 2 Figure: 4d Coordinates: 35.3824880, -80.8528840 Date: November 16, 2022

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Roy Cooper Office of Archives and History
Secretary D.Reid Wilson Deputy Secretary,Darin J.Waters,Ph.D.
April 21, 2023
Layla Tallent, Botanist
ATLAS Environmental, Inc.
338 S. Sharon Amity Road#411
Charlotte,NC 28211
Re: Construct residential development, 11500 Mt. Holly Huntersville Road, Huntersville,
Mecklenburg County, ER 22-2042
Dear Ms. Tallent:
Thank you for your letter of March 17, 2023, regarding the above-referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579
or environmental.review(cncdcr.gov. In all future communication concerning this project,please cite the
above referenced tracking number.
Sincerely,
�r Ramona Bartos, Deputy
((}} State Historic Preservation Officer
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6898

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Roy Cooper Office of Archives and History
Secretary D.Reid Wilson Deputy Secretary,Darin J.Waters,Ph.D.
April 21, 2023
Layla Tallent, Botanist ltallentgatlasenvi.com
ATLAS Environmental, Inc.
338 S. Sharon Amity Road#411
Charlotte,NC 28211
Re: Construct industrial building, 11700 Mt. Holly Huntersville Road, Huntersville,
Mecklenburg County, ER 23-0795
Dear Ms. Tallent:
Thank you for your letter of March 17, 2023, regarding the above-referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579
or environmental.review(cncdcr.gov. In all future communication concerning this project,please cite the
above referenced tracking number.
Sincerely,
�r Ramona Bartos, Deputy
((}} State Historic Preservation Officer
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6898

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
Rating Calculator Version 2
USACE?.ID#: NCD'.',R#:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Ialanual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area).
PROJECT SITE INFORMATION:
1. Project name(if any;: Town 1 Mixed Use Center 12.Date of evaluation: 04/05/2023
3..Applicant/owner name: Ben Geisler 4.Assessor name/organization: Atlas Environmental Inc.
5.County: Mecklenburg 6.Nearest named water body
7.River Basin: Catawba on USGS 7.5-minute quad: Torrence Creek
8. Site coordinates(decimal degrees. at lower end of assessment reach): 35.375790`/-80.852918`
STREAM INFORMATION:(depth and width can be approximations)
9. Site numcer(show on attached map:: CH 100 10.Length of assessment reach evaluated(feet): 600
11. Channel depth from bed(in riffle,if present)to top of bank(feet): 1 r Unable to assess channel depth.
12. Channel width at top of bank(feet): 3 13.Is assessment reach a swamp stream? (—Yes (`No
14. Feature type: - Perennial flow Intermittent flow r—Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAIJ Zone: r Mountains(M) Piedmont(P) (`Inner Coastal Plain(1) Outer Coastal Plain(C:
16.Estimated geomorphic \ J
valley,shape(skip for t:a r- b
Tidal Marsh Stream): (more sinuous stream,flattervalley slope) (less sinuous stream,steeper valley slope)
17.Watershed si=e (skip r-Size 1 (<0.1 mi') t: Size 2 (0.1 to<0.5 mi`) r'Size 3(0.5 to<5 mi') r Size 4(�5 miz)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18.Were regulatory,considerations evaluated? t:Yes r- No If Yes,check all that appyto the assessment area.
r Section 10 water r Classified Trout;Haters r Water Supply Watershed ( r- I r- II r III f IV ("V)
r Essential Fish Habitat f Primary Nursery.Area r High Quality',Naters/Outstanding Resource Waters
r Publicly owned property F NCDIHR riparian buffer rule in effect r Nutrient Sensitive:Haters
r Anadromous fish r 303(d)List r C.AMA.Area of Environmental Concern(AEC)
r Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
r Designated Critical Hacitat(list species;:
19.Are additional stream information/supplementary measurements included in I lotesiSketch section or attached? ('Yes tdo
1, Channel Water—assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams)
(.A Water throughout assessment reach.
r*B No flow,water in pools only.
r- C No water in assessment reach
2. Evidence of Flow Restriction—assessment reach metric
f A At least 10%of assessment reach in-stream habitat or riffle-pool sequence is adversely,affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach(examples: undersized or perched culverts,causeways that constrict the channel,tidal gates).
B Plot A,
3. Feature Pattern—assessment reach metric
r:.A A majority of the assessment reach has altered pattern(examples:straightening.modification above or below culvert).
r-B Not.A.
4. Feature Longitudinal Profile—assessment reach metric
rf A Majority of assessment reach has a substantially altered stream profile(examples:channel down-cutting,existing damming,
over widening,active aggradation,dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
r-B Not.A
5. Signs of Active Instability—assessment reach metric
Consider only current instability,not past events from which the stream has currently recovered. Examples of instability,include
active bank failure,active channel down-cutting(head-cut),active widening, and artificial hardening(such as concrete,gabion,rip-rap).
r-.A <10%of channel unstable
r-B 10 to 25%of channel unstable
r.-o C >25%of channel unstable

6. Streamside Area Interaction—streamside area metric
Consider for the Left Bank(LB)and the Right Bank(RB).
LB RB
r- A .A Little or no evidence of conditions that adversely affect reference interaction
B B Moderate evidence of conditions(examples: berms,levees.down-cutting,aggradation. dredging)that adversely affect
reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,
leaky or intermittent bulkheads,causeways with floodplain constriction, minor ditching[including mosquito ditching])
r:C (9--C Extensive evidence of conditions that adversely affect reference interaction(little to no floodplainiintertidal zone access
[examples:causeways with floodplain and channel constriction, bulkheads,retaining walls,fill,stream incision,
disruption offload flows through streamside area]ortoo much floodplainiintertidal zone access[examples:
impoundments,intensive mosquito ditching])or floodplainiintertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide
7. Water Quality Stressors—assessment reachlintertidal zone metric
Check all that apply.
A Discolored water in stream or intertidal zone(milky white, blue,unnatural water discoloration.oil sheen,stream foam)
R, B Excessive sedimentation(burying of stream features or intertidal zone)
F C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
F D Odor(not including natural sulfide odors)
F E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the"Notes/Sketch"
section.
F F Livestock with access to stream or intertidal zone
r G Excessive algae in stream or intertidal zone
r H Degraded marsh vegetation in the intertidal zone(removal, burning,regular mowing,destruction,etc.)
F I Other: (explain in"Notes/Sketch"section)
r— J Little to no stressors
8. Recent Weather—watershed metric
For Size 1 or 2 streams.D1 draught or higher is considered a drought;for Size 3 or 4 streams.D2 drought or higher is considered a
drought.
r--.A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
r-B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
r. C No drought conditions
9 Large or Dangerous Stream—assessment reach metric
,­Yes No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition).
10. Natural In-stream Habitat Types—assessment reach metric
10a.r:Yes r- r j o Degraded in-stream habitat over majority of the assessment reach(examples of stressors include excessive
sedimentation,mining,excavation,in-stream hardening[for example,rip-rap],recent dredging,and snagging)
(evaluate for size 4 Coastal Plain streams only,then skip to Metric 12)
10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams)
r— A Multiple aquatic macrophytes and aquatic mosses M F 5%oysters or other natural hard bottoms
(include liverworts.lichens,and algal mats) r G Submerged aquaticvegetation
a�
B Multiple sticks andlor leaf packs and/or emergent 3 r H Low-tide refugia(pools)
vegetation N o r 1 Sand bottom
r— C Multiple snags and logs(including lap trees) r r J 5%vertical bank along the marsh
r D 5%undercut banks andlor root mats andlor roots r K Little or no habitat
in banks extend to the normal wetted perimeter
F E Little or no habitat
__—REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS********`
11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
1la.r-Yes C:No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
F A Riffle-run section(evaluate 11cj
F B Pool-glide section(evalu3tP 11d
I✓ C Natural bedform absent(skip to Metric 12,Aquatic Life)
11 c. In riffles sections.check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged.
Check at least one box in each row(skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present(NP)_
absent,Rare(R)=present but s 10%,Common(C)_>10-40%,.Abundant(.A)_>40-70%,Predominant(P)_>70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
Bedrock/saprolite
Boulder(256—4096 mm)
Cobble(64—256 mm)
Gravel(2—64 mm)
Sand(.062—2 mm)
Silt/clay(<0.062 mm)
Detritus
Artificial(rip-rap,concrete,etc.)
11dj—Yes (`No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)

12. Aquatic Life—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a.f:Yes (` No ,has an in-stream aquatic life assessment performed as described in the User I-lanual?
If No,select one of the following reasons and skip to Metric 13. C- No:^dater (—Other:
12b.(:Yes (` No Are aquatic organisms present in the assessment reach(look in riffles,pools,then snags)? If Yes,check
all that apply. If No,skip to Metric 13.
1 >1 Numbers over columns refer to individuals`for size 1 and 2 streams and-taxa`for size 3 and 4 streams.
r7 r Adult frogs
r r Aquatic reptiles
r r Aquatic macrophytes and aquatic mosses(include liverworts,lichens,and algal mats)
r r Beetles(including water pennies)
r r Caddisfly larvae(Trichoptera M)
r r Asian clam(Corbicula)
F r Crustacean(isopodlamphipodlcrayfishlshrimp)
F F Damselfly and dragonfly larvae
F F Dipterans (true flies)
F r Mayfly larvae(Ephemeroptera[E])
r- F Ivlegaloptera(alderfly,fishfly, dobsonfly larvae)
F F-7 tvlidgeslmosquito larvae
F F Mosquito fish(Gambusta)or mud minnows(Umbra pygmaea)
F F Mussels/Clams(notCorbicula)
F r Other fish
[✓ r Salamanders/tadpoles
[✓ r Snails
r r Stonefly,larvae(Plecoptera[P])
r r Tipulid larvae
I- I.Vormslleeches
13. Streamside Area Ground Surface Condition—streamside area metric(skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
(`A A Little or no alteration to water storage capacity over a majority of the streamside area
{:B B Moderate alteration to water storage capacity over a majority of the streamside area
r—C C Severe alteration to water storage capacity over a majority of the streamside area(examples include: ditches.fill,
soil,compaction,livestock disturbance, buildings, man-made levees,drainage pipes)
14, Streamside Area Water Storage—streamside area metric(skip for Size 1 streams.Tidal Marsh Streams,and B valley types)
Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area.
LB RB
t .A t" .A Majority of streamside area with depressions able to pond water a 6 inches deep
t B t B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
C: C t: C Majority of streamside area with depressions able to pond water<3 inches deep
15. Wetland Presence—streamside area metric(skip for Tidal Marsh Streams)
Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
{:Y (:Y .Are wetlands present in the streamside area?
{'N N
16. Baseflow Contributors—assessment reach metric(skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
F/ A Streams andlor springs Uurisdictional discharges;,,
F B Ponds(include wet detention basins',do not include sediment basins or dry detention basins)
F C Obstruction that passes some flow during low-flow periods within assessment area(beaver dam, bottom-release dam)
F D Evidence of bank seepage or sweating(iron oxidizing bacteria in water indicates seepage)
R, E Stream bed or bank soil reduced(dig through deposited sediment if present)
F F None of the above
17. Baseflow Detractors—assessment area metric(skip for Tidal Marsh Streams)
Check all that apply.
F .A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation)
r B Obstruction not passing flow during low flow periods affecting the assessment reach(ex: watertight dam, sediment deposit)
r C Urban stream 24%impervious surface for watershed)
R, D Evidence that the stream-side area has been modified resulting in accelerated drainage into the assessment reach
F E .Assessment reach relocated to valley,edge
F F None of the above

18. Shading—assessment reach metric(skip for Tidal Marsh Streams)
Consider aspect. Consider leaf-on` condition.
.A Stream shading is appropriate for stream category,(may include gaps associated with natural processes)
r:B Degraded(example:scattered trees)
r-C Stream shading is gone or largely,absent
19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams)
Consider"vegetated buffer"and"wooded buffer" separately for left bank(LB)and right bank(RB)starting at the top
of bank out to the first break.
';'egetated A,00ded
LB RB LB RB
a, A, A, z 100-feet wide or extends to the edge of the watershed
B B - B — B From 50 to<100-feet wide
C C - C — C From 30 to<50-feet wide
D D D — D From 10 to<30-feet wide
E r E E E < 10-feet wide or no trees
20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated"Buffer Width).
LB RB
('A f:A Mature forest
r B {'B Non-mature woody,vegetation or modified vegetation structure
is C C Herbaceous vegetation with or without a strip of trees<10 feet wide
r D r D Maintained shrubs
(—E r E Little or no vegetation
21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but
is within 30 feet of stream( 30 feet:,or is between 30 to 50 feet of stream(30-50 feet).
If none of the following stressors occurs on either bank,check here and skip to Metric 22:
Abuts <30 feet 30-50 feet
LB RB LB RB LB RB
r.A r.A (`.A r.A r.A r A Row crops
r B r B r B r B r B r B Maintained turf
r C r C r C r C r C r C Pasture(no livestock)lcommercial horticulture
r D r D r D r D r D r D Pasture(active livestock use)
22. Stem Density—streamside area metric(skip for Tidal Marsh Streams)
Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded"Buffer Width).
LB RB
{�A Medium to high stem density
B (9 B Low stem density,
C r~C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream(parallel;. Breaks are areas lacking vegetation> 10-feet wide.
LB RB
(:.A A The total length of buffer breaks is<25 percent.
r B B The total length of buffer breaks is between 25 and 50 percent.
(_C r- C The total length of buffer breaks is>50 percent.
24. Vegetative Composition—First 100 feet of streamside area metric(skip for Tidal Marsh Streams)
Evaluate the dominantvegetation within 100 feet of each bank or to the edge of the watershed(whichever comes first)as it contributes
to assessment reach habitat.
LB RB
t A r .A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species,with non-native invasive species absent or sparse.
C' B r:B Vegetation indicates disturbance in terms of species diversity or proportions. but is still largely,composed of native
species. This may,include communities of weedy native species that develop after clear-cutting or clearing or
communities with non-native invasive species present, but not dominant,over a large portion of the expected strata or
communities missing understory but retaining canopy,trees.
C C 'iegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communities inappropriately,composed of a single species or no vegetation.
25. Conductivity—assessment reach metric(skip for all Coastal Plain streams)
25a.r~Yes 6 No Was a conductivity measurement recorded?
If No,select one of the following reasons. r. No Alater r- Other:
25D. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter).
(" 4, <46 r B 46 to<67 r C 67 to<79 r D 79 to<230 r E L 230
NotesfSketch:

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 1
Rating Calculator Version 1
Stream Site Name Town 1 I'dixed Use Center Date of Evaluation 04i05+2023
Stream Category Pat Assessor Name./Organization Atlas Environmental Inc
Notes of Field Assessment Form (YiN) fJO
Presence of regulatory considerations (Y?N) HO
Additional stream information supplementary measurements included (YIN)
NC SAPy1 feature type (perennial intermittent. Tidal P,larsh Stream) Intermittent
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1) Hydrology LOW LOW
(2) Baseflow MEDIUM MEDIUM
(2) Flood Flow LOW LOW
(3) Streamside Area Attenuation LOW LOW
(4) Floodplain Access LOW LOW
(4)Wooded Riparian Buffer LOW LOW
(4) IAcrotopography LOW LOW
(3) Stream Stability LOW LOW
(4) Channel Stability LOW LOW
(4) Sediment Transport LOW LOW
(4) Stream Geomorphology LOW LOW
(2) Streamilntertidal Zone Interaction HA [JA
(2) Longitudinal Tidal Flow I`]A NA
(2)Tidal I'darsh Stream Stability f]A [JA
(3)Tidal I'darsh Channel Stability NA NA
(3)Tidal I'darsh Stream Geomorphology hJA [JA
(1) Water Quality LOW LOW
(2) Baseflow MEDIUM MEDIUM
(2) Streamside Area Vegetation HIGH HIGH
(3) Upland Pollutant Filtration HIGH HIGH
(3)Thermoregulation MEDIUM MEDIUM
(2) Indicators of Stressors YES YES
(2)Aquatic Life Tolerance LOW []A
(2) Intertidal Zone Filtration I]A I JA

(1) Habitat LOW LOW
(2) In-stream Habitat LOW MEDIUM
(3) Baseflow MEDIUM MEDIUM
(3) Substrate LOW LOW
(3) Stream Stability LOW LOW
(3) In-stream Habitat MEDIUM HIGH
(2) Stream-side Habitat LOW LOW
(3) Stream-side Habitat LOW LOW
(3)Therrnoregulation MEDIUM MEDIUM
(2)Tidal f)larsh In-stream Habitat HA NA
(3) Flow Restriction HA rJA
(3)Tidal I'darsh Stream Stability HA rJA
(4)Tidal I'Jarsh Channel Stability 11A rJA
(4)Tidal Nlarsh Stream Geomorphology NA 11A
(3) Tidal I'Jarsh In-stream Habitat 11A 11A
(2) Intertidal Zone Habitat rJA NA
Overall LOW LOW

WILDLANDS
HOLDINGS
Catawba Stream Credits Statement of Availability
March 31, 2023
Hambright Partners LLC
Attn: Ben Geisler
428 South Main Street, Suite B-101
Davidson, NC 28036
RE: Availability of Stream Credits for the "Hambright Road" project
Bank Name: Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double
Rock Mitigation Site
Bank Sites: Firestone Mitigation Site/ Double Rock Mitigation Site
Bank Sponsor: Wildlands Holdings VI, LLC
USACE Action ID No.: SAW-2020-01534/SAW-2020-01532
Permittee: Hambright Partners LLC
Stream Credits Needed: 635 LF
Stream Credits Available: 856 LF
Future Stream Credit Release: 1,400 LF(Aug. 2023)
Catawba 03050101 River Basin
Dear Geisler,
Wildlands Holdings VI, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
credits from the Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double Rock
Mitigation Site to satisfy the stream mitigation requirements related to the above-mentioned project. The
project is located within the Catawba River Basin of the service area (HUC 03050101) of the Bank.
This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of
future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at
the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period
of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation
agreement and a 10%deposit.
Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers
Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation
purchase from the Bank and upon receipt of your payment to Wildlands Holdings VI, LLC.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at(704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.
Wildlands Holdings VI,LLC • Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203

WILDLANDS IS
HOLDINGS
Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
O: (704) 332-77S4 ext. 114
M: [phone]
Cc: Mr. Doug Perez, Regulatory Agent I USACE rep
Ms. Layla Tallent, Botanist ATLAS Environmental, Inc.
Wildlands Holdings VI,LLC Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203

f=., 7 �y
ROY COOPERI
Governor .
ELIZABETH S.BISER
•
Secretary �' �'�
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
April 12, 2023
Ben Geisler
Hambright Partners LLC
428 South Main Street , Suite B-101
Davidson, NC 28036 Expiration of Acceptance: 10/12/2023
Project: Town 1 Mixed Use Center County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s)an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
8-di it HUC
Catawba 03050101 Riparian Wetland 0.117
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
FOR James. B Stanfill
Deputy Director
cc: Jennifer Robertson, agent
0—NER Q
� North Carolina Department of Environmental Quality I Division of Mitigation Services
,--e­o—` 217 West Jones Street 1 1652 Mail Service Center I Raleigh,North Carolina 27699-1652
�� 919.707.8976