20140287 Ver 1_401 Application_20140314

D
EciECS CAROLINAS, LLP "Setting the Standard for Service"
0 Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineenng Firm F -1078
March 21, 2014
Ms. Karen Higgins
NC DWR, 401/Wetlands Unit
512 North Salisbury Street, Archdale Building - 9T" Floor
Raleigh, North Carloina 27604
Subject: Pre - Construction Notification Application
Request for 401 Water Quality Certification
Legacy Concord
Concord, Cabarrus County, North Carolina
ECS Project 09.22908
Dear Ms. Higgins:
Please find five copies of the Pre - Construction Notification Application for the above referenced
site. The site is located south of George Lyles Parkway in Concord, Cabarrus County, North
Carolina. The site contains wooded land and fields. An existing sewer line easement crosses
the site. The site is being developed with a multi - family apartment complex that includes
apartment buildings, an office /clubhouse building, parking areas, swimming pool, access roads
and associated utilities. ECS previously completed a wetland delineation for the site (report
dated May 3, 2011, included as an attachment). Mr. Steve Kichefski with the U.S. Army Corps
of Engineers (USACE) verified the delineation on August 17, 2011.
The proposed access roads will permanently impact 108 linear feet of stream channel and
0.006 acres of wetland and temporarily impact 81 linear feet of stream channel and 0.007 acres
of wetland. Additionally, installation of a proposed sewer line will temporarily impact 0.005
acres of wetlands. The temporary impacts to streams and wetlands will be restored to similar
pre- construction conditions. Based on the proposed permanent impacts being less than 150
linear feet of stream channel and less than 1 /10th acre of wetlands, mitigation should not be
required. On behalf of GCI Residential, I am requesting that a Water Quality Certification be
issued to authorize the proposed stream and wetland impacts.
Please feel free to contact me at (336) 856 -7150 if you have any questions concerning this
request or if additional information is required. Thank you in advance for your timely
consideration of this matter.
Sincerely,
ECS Carolinas, LLP
Za
Michael T. Brame, PWS Bradley S. 4ckey-
Environmental Principal Environmental Project Manager
Attachments: Pre - Construction Notification Application
401 Water Quality Certification Fee - $570.00
4811 Koger Blvd., Greensboro, NC 27407 • T: 336- 856 -7150 • F: 336- 856 -7160 • www.ecslimited.com
ECS Capitol Services, PLLC • ECS Carolinas; LLP • ECS Central, PLLC • ECS Florida, LLC • ECS Mid - Atlantic, LLC • ECS Midwest, LLC • ECS Southeast LLC • ECS Texas, LLP

o� WA
O�rFROG
20140287
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NWPs 12 & 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
F[D Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Legacy Concord
2b. County:
Cabarrus D
2c. Nearest municipality / town:
Concord
2d. Subdivision name:
A U14
7v,
2e. NCDOT only, T.I.P. or state project no:
�r �UAUTY
:.. RMOCO
3. Owner Information
3a. Name(s) on Recorded Deed:
Joyce P. Needham Limited Partnership/ Coble Family Farm Limited Partnership
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Joyce Needham/Carolun Cline
3d. Street address:
816 -G Brawley School Road
3e. City, state, zip:
Mooresville, NC 28117
3f. Telephone no.:
(704) 662 -0105
3g. Fax no.:
(704) 662 -8753
3h. Email address:
bdc @infionline.net
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

4: Applicant Information (if different from owner)
4a. Applicaht:iV
® Agent ® Other„ specify: •Developer
4b. Name:
Mr. Greg Nichols
4c. Business name
if a licable
C PI? �� ):
GCI Residential
4d. Street address:
5405 Etta Burke Court, Suite 101
4e. City, state, zip:
Raleigh, NC 27606
4f. Telephone no.:
(919) 851 -0661
4g. Fax, no."
4h. Email,address:
gnichols @gciresidential:com
S. Agent/Consultant'information (if applicable)
5a. Name:
Michael T. Brame
5b. Business'name
(if applicable):
ECS Carolinas, LLP
5c. Street address:
4811 Koger'Boulevard
5d. City; state, zip:
Greensboro, NC 27407
5e. Telephone no.:
(336) 856 -7150
5f. Fax no.:
(336) 856 -7160
5g. Email address:
mbrame @ecslimited.com
Page 2 of 14
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1.: Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
Portion of PIN 5600373
Latitude: 35.40580201382303 Longitude: -
1b. Site coordinates (in decimal degrees):,
80.66419845580924
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
70 acres
2: Surface Waters
2a. Name of nearest body of water:(stream, river; etc; )'to
Coddle Creek
proposed project:
2b., Water Quality Classification of nearest receiving Water:
Class C
2c. River basin:
Yadkin
3. Project Description
3a. Describe the existing conditions on;theisite,and the.generaLJand use in the vicinity of the project °at'the'time ofthi'&
application:
The site containswooded land and fields.. The site is located in a commercial /residential area of'Concord, NC
3b. List the total estimated acreage of all existing wetlands on the property:
0.22 Acres
3c. List the total estimated linear feet of-all existing streams (intermittent and perennial) on the property:
1,502 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is•to,develop the site with a multi - family apartment complex which will include
apartment buildings, an office /clubhouse, parking areas, a swimming pool, access roads -and assoicated utilities.
3e. Describe the overall project in detail, including the type of equipment,to -be used:
The overall project consists,of developing the site-with a multi - family, apartment complex: Wetland. Exhibit L -1 shows the
proposed layout of the apartment complex. Two stream crossings are :necessary for the proposed development. To
construct the necessary access roads and' sidewalks, `54 linear feet of stream.channel will be;,piped,with 1;56" CMP at
crossing number 1 (Sheet 21-and 54 linear feetW stream channel sand 0.006 acres (262 square =feet) of wetland will be,
piped with 42" CMP' at crossing,number 2 ,(Sheet 3). Retention,walls,are being used to minimize ;the' i'mpacts., The pump
around.and construction of the retentioMWalls will tern porarily,impact 53 linear feet,of stream, channel aftrossing number
1 and 28 linear feet of stream channel and 0.006 acres (268 square feet) of'wetland at• crossing numbef,Z
Additionally, municipal sewer services from the City/County Utilities Commission must be 'increased from an existing, 8"
sanitary sewer line,to,an 1'8" sanitary sewer'line. The replacement will occur in the existing easement:and will temporarily
impact 0.005 acres (228 square feet) of wetland. The, temporary impacts to the wetland; as,aKresult.of the installation of
the proposed sewer line, will be restored to similair pre-construction-conditions.
It will be necessary to clear and grade in the vicinity of the stream crossings. It will be necessary to grade in the existing
sewer easement. Graders, haulers, excavators and cranes will be used during the clearing /grading and construction
activities on the site.
-o Page, 3, of 14
PCN Form —Version 1.3 December 1,0,'2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional- wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No E] Unknown
project(including all prior'phases) in the past?
Comments: Steve Kichefski
4b: If the,Corps made the; jurisdictional determination, what type
Preliminary Final
of determination was made?
4c. If yes, who delineated`the jurisdictional areas?
Agency /Consultant Company: ECS Carolinas, LLP
Name (if known)': Bradley Luckey /Michael Brame
Other:'
4d. If,yes; list the dates.ofthe Corps jurisdictional determinations or State determinations and.attach documentation.
Corps Site Visit = 08/17/2011.
5. Project History
5a. Have permits or certifications been requested or.obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b: If yes; explain in detail according to "help file" instructions:
6:, Future'Project Plans
6a. Is'this a phased project?
ElYes, ® No
6b. If yes, explain.
Additional stream1wetl6nd impacts are.not being proposed at this time.
Page 4 of 14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were.completed below for your project (check .alI that'apply):
® Wetlands ® Streams - tributaries F1 Buffers
❑'Open Waters ❑ Pond Construction
-Page 5 of 14
PCN Form — Version 1.3 December 10,.2008 Version

2. Wetland `Impacts
If'there are wetland impacts proposed on the site;,then complete,this questiorrfor each wetland area; impacted.
- - -
2a.
2b.
2c.
2d.
;2e.
2f:
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested'
(Corps - 404, 1A
Area of impact
Permanent (P) or
(if known)
DWQ - non -404, other)
(acres)
Temporary
W1 ®P,� T
Culvert and Wall -
Construction Area
Bottomland
® Yes
® Corps
0.006 {P) /0.007
Pump Around
Hardwood
❑ No
®DWQ
(T)
W2 ❑ P S T
ExcavationBackFill
Existing Easement
Scrub-Shrub_
❑ Yes
® No _'
Corps
® DWQ
0.005
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ `T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑, Yes
❑ Corps
❑, No
❑ DWQ
2g. Total wetland impacts
0.018
2h. Commerits:,A total of'0.018,acres,of wetlands will, be impacted'. Of the 0.018,acres of wetlands, 0.00&acres will be
permanently filled due to the culvert placement and retention wall (Sheet 3). The remaining 0.012 acres of wetland will be
temporarily impacted by a pump- around, construction of4he.culv_ert1retention wall and excavation,/fill activities associated with
a sewer line., replacement (Sheets 2 and.4)-. The wetlands,that will be temporarily impacted will be restored to simi lair pre -
constructiorrconditions. Mitigation for wetland impacts should not,be required due,to4otal wetland impacts being less,than
0.1'Q acres.
3. Stream, Impacts
If there are perennial or intermittent stream impacts (including feirmporary,impacts) proposedon the site, then complete this,
question for all stream sites impacted.
3a:,
-3b.
3c:
3d.
3e.
3f.
3g.
Stream impact,
Type of impact
Stream name
Perennial
Type of jurisdiction -
Average:
Impact:
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)
other)
(feet)
feet)
S1 ®P ®T
Culvert/Retention
Unnamed
Corps
7
54 (P)/5--
P)/53
Wall
❑ INT
0 DWQ
m
S2 ®P ®T
Culvert/Retention
Unnamed
® PER
® Corps
3
54 (P)/28
Wall
❑ INT
® DWQ
m
S3 ❑ P ❑ T
❑ PER
❑ Corps
� INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑, DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑, Corps
❑ INT
❑ DWQ
3h. Total stream and tribntary'impacts
1'89
3i. Comments: A'total of 189 linear feet of perennial,.stream channel will need to be impacted. Of the'189 lineaffeet, 108
linear feet of streamthannel will be permanently impacted by proposed culverts and retention walls. The remaining, 81 linear
feet will be temporarily impacted by a pump around system arid, construction area associated with the culvert/retention wall.
The temporary impacted stream channeFwill be restored to similar pre- construction _conditions. Mitigation should not be
required due'to the permanent stream impacts being°lessthan "150 linear feet.
Page ,6 of 14
PCR Form -Version 1�.3 ,December ,1;0, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries,, sounds, the Atlantic Ocean, or any, other open water of.
the U.S. then individually list all open Ovate( impacts below.
4a.
Open water
impact number—
Permanent (P)
o_r7em ora
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type,
4e.
Area of impact (acres)
01 ❑PEI
02 ❑PE] T
03 ❑P
04 ❑P
4E Total open water impacts
4g. Comments:, No open water'impacts are proposed.
5. Pond or Lake Construction
If and or Jake.construction proposed, the corri lete the chart;below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet).
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
Pi
Stormwater
0.36
P2
Stormwater
1.23
5f. Total
1.59
5g. Comments: The stormwater ponds have been designed to remove at least 90% TSS. The, stormwater management plan
has been,submitted to the City of Concord, separate of this application.
5h. Is a dam high hazard permit required?
� Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
Pond"! =.0.36 /Pond 2 = 1.23
Size, of;pond:watershed (acres):
Pond 1. = 8:20/ Pond 2 = 19.1`5
5k. Method of construction:
Eucavatedin' high ground:.
Page 7 of 14
PCN Form —Version 1,3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will'impact a protected riparian buffer„ then complete'the chart below. lf,yes, then individually list.all buffer impacts
below: If an 'im acts require mitigation, then you MUST fill out Section;D.of this form.
6a:
El Neuse 'El , Tar- Pamlico El Other:
Project'is in which protected basin?
❑ Catawba ❑ Randleman
'6b.
6c.
6d.
6e.
6f,
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 'impact
Zone,2 impact
Permanent (P)
for
Stream name
mitigation
(square feet)
(square feet)
or Temporary
impact
r uired?
B1 ❑ P ❑ T
❑ Yes
❑ No
132 ❑P ❑T
❑Yes-
❑ No
133 ❑P ❑T
❑Yes
❑,No
6h. Total buffer impacts
6i. Comments: Protected riparian buffers will not be impacted by theproposed project. The site is located in the Yadkin River
Basin in an area that is dsignated as Class,C waters.
D. 'Impact Justification and Mitigation
1. Avoidance and Minimization.
1a. Specifically describemeasures taken,to avoid or minimize the proposed "impactsAn designing project.
Due tathe use of the site for residential development, access,roads- and sidewalks mustbeaconstructed. It necessary to
.cross two streams to access portions of the.site and provide internal access between the apartment buildings and common
areas. In order to minimize impacts and favoid additionallimpacts, sidewalks are- being,constructed immediately adjacent,to
the proposed roads at each of'the- crossings; In orderA oiavoidTimpact_siassociated4ith slopes, 'retention walls arebeing
constructed on the upland down gradient ends of each of,theculverts. The penman6htlimpacts'from rtwo�road /sidewalk
crossings'has,been minimized to 108;linear feet.. Without the walls,:impacts would be greater than those. proposedin this
application.
The propose6sewer line has been designed to avoid permanent impacts to,streams and wetlands and designed'to be placed
in the existing easement,' an area that has been previously impacted. A stream is located eastof the existing easement and
bottomland hardwood wetlands are located west of the easement., Working outside of the existing easement would have
,great er'impacts,to undisturbed jurisdictional areas.
The apartment.buildings, clubhouse /office building, swimming, pool, parking areas and access road,to the site have been
designed such that the only stream/wetland impact&are the ones being proposed,within this permit application. There are
approximately 0.22 acres of wetland and approximately 1,502 linear feet of'stream channel that exist on the site. The
remaining 0.202 acres of,wetland and approximately 1,,394 linear feet of stream channel are being avoided and buffered.
1'b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt.fence will be used. A clean water dike and diversion pump will be used to pump
around the culvert installation area during construction. The water will discharge onto a stablevelocity dissipator before re-
entering the down gradient stream channel. Upon.completion of-culvert installation,,the clean water dike will be removed and
stream flow will be diverted through the culvert. Following construction,:slopes,will be stabilized with permanent seeding,
matting and temporary slope linings. Best management practices will be, implemented during construction activities to avoid
sediment discharge'into downgradient streams and wetlands.
The temporary impacts associated with,the installation of the proposed sewer line will be restored to.similair pre - construction
conditions. Following the sewer line installation, the wetland will be -restored to pre- construction conditions. Spoil from
excavation in wetlands will be placed in upland locations untilthe sewer line has been installed. Following installation of the
linel in the wetland area, the,spoil excavated, from, the wetland will be used as backfill to cover the.sewer line. The wetland
area will be- immediately seeded following installation.
Page 8.,of °14
-PCN 'F&m,— Version 1,.3 December 1'0, 2008 Version'

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
26. Does the project require Compensatory Mitigation for
impactdAo Waters of. the U.S. or'Waters,of'the State ?'
❑ Yes ® No
2b. I_f,yes, mitigation is'required by (&eck all that;apply,):
❑ DWQ ❑ Corps
2c> If yes,`which,mitigation option-will be used for this project?
❑ Mitigation bank
❑ Payment.to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if'Using a Mitigation Bank
3a. Name;of Mitigation Bank-.
$b. Credits' Purchased (attach receipt and letter)
Type
Quantity
3c.' Comments,
4. Complete if Making a Payment;to In -lieu Fee. Program
4a. Approval letterfrom in- lieu,fee,program is attached.
❑ Yes
4b. Stream mitigation requested:
linearfeet
4c. If using stream mitigation; stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e: Riparianwetland mitigation requested:
acres
4f. Non-,riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: .
5. Completwilf Using a Permitted Responsible MI- igation Plan
5a. If using a permittee.responsible,mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer'Rules) — required by DWQ
6a. Will the project result;in an impactwithin a,protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each.zone•of the riparian buffer that,requires mitigation. Calculate the
amount of,mitigationr,required.
Zone
6c.
Reason for impact,
6d.
Total.impact
(square'feet)
Multiplier
6e.
'Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f.. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e:g., payment to private mitigation bank,
permittee.responsible riparian bufferrestoration, payment into an approved'in -lieu feefund).
Page 9 of 14
PCN Form — Version 1.3 December 1 0, 2008 Version

6h., Comments:
Page 10 of 14
PCN Form — Version 1.3 December 1'0, 2008 Version

E. Stormwater Management and Diffuse Flow 'Plan (required by DWQ)
1. Diffuse Flow Plan
Ua. Does the project include or'is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If ,yes, then is�a diffuse wo plan included ?'If 'no, explain why.
❑ Yes- ❑ No
Comments: Stormwater run- off -will be discharged into stormwater retention ponds.
2. Stormwater•Mana ement Plan
2a. Whatis;the•overall percent imperviousness of this project ?'
47'%
2b. Does this project.require a Stormwater - Management Plan?
® Yes ❑,No _
2c. If this project DOES NOT require a Stormwater Management, Plan,, explain why:
2d. If this project DOES require a Stormwater Management Plan; then provide a brief, narrative description of the plan:
Twoustormwater ponds are being constructed onAhe site. A vegetative buffer will be, located immediately downgradient,of
the stormwater pond's spillways, The stormwater ponds and associated vegetative buffers•downgradient of the spillways
have been designed to treat at least 90% total suspended solids. The stormwater pond; has +been designed to treat
stormwaterbased on1he,site'being47% impervious. The stormwater plan has been submitted to the City,of Concord4or
review.and is not included in this permit application.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management•Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In'which local gbvemment's jurisdiction is this project?
Concord
®'Phase II
3b. Which,of the following Ibcally- implemented stormwatermanagement programs
❑ NSW
❑ USMP
apply,(check all thaf apply):
n
❑'Water Supply'Watershed
❑ Other:
3c. Has,the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ' Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state- implemented stormwater management programs apply
❑ ORW
(check all that'apply):
®' Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been -met?
® Yes ❑ No
Page llof 14,
PCN Form — Version 1.3 December 1'0,,2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
11a. Does4he, project involv&an expenditure of-public-(federal /state /local) funds or the
Yes No
use of'public.(federal /state) land?
1b: 'if you,answered "yes" to the above, does the project require preparation.of an
environmental documentpursuant.to the requirements of -the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? .(If,so, attach ,a copy,.of the NEPA or SEPA final approval
Yes ® No
letter:)
Comments: A NEPA,or SEPA is not required as part of'this project.
2. Violations,(DWQ Requirement)
2a. Is the site in; violation of DWQ Wetland,Rules;(15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the - fact °permit application?
Yes ® No
2c. If you answered "yes" to one or both of the above' questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past,and reasonably anticipated future impacts), result in
® Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit.a.qualitative.or quantitative cumulative- impact ,-analysis in accordance with the
most recent,DWQ,policy. If you answered "no," provide -a short narrative description.
We,are not aware of additional development that -Will impactnearby downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the,ultimate;treatment methods and disposition (non- discharge,or discharge) of wastewater generated from
the proposed project, or available capacity of the.subject facility.
Wastewater from the apartment complex, will be;disposed of by municipaLsewer service provided by the Water,and Sewer
Authority of Cabarrus County. No stream or wetland'impacts, outside,of what are,proposed in-this permit,application, will
occur that are assoicated with sewage- disposal and /orrinstallation of sewage, lines, associated With the proposed project.
Page 12 of`14
PCN Form — Version 1:3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area,with federally protected species or
❑ Yes ® No
habitat?
,5b.:Have,y60 checked W- Ith`the USFWS,'concerning Endangered,Species Act
❑ Yes ® No
impacts?
Raleigh
❑
5c. Ifyes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d'- What data sources did you use to determine whether yoursite would impactiiEndangered Species or Designated Critical
Habitat?
ECS.consulted the Natural Heritage Program Website to determine if federally protected endangered orthreatened
species inhabit the Kannapolis, NC Quadrangle (the quadrangle that contains the site). The Bald Eagle-.i§ a species,that
has been identified on the site - quadrangle that,is,protected due to the Bald and Golden Eagle Protection Act. We did not
observe,thi&species or suitable habitaffor thistspecies on the site.
6. Essential °Fish Habitat(Corps Requirement),
6a. Will'this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What'data sources•did you use to4determine,whether your site would, impact Essential Fish Habitat?
Based on our knowledge ofthe site, the site is not located in or nearan area designated as essential fish habitat. Best
management practices. and the construction of stormwater pondswill' prevent sediment from entering down gradient•
waterbodies which may contain fish. A pump around is being used to prevent sediment°from-entedng down- gradient water
bodies ddring`the construction of the culvert. The culverts are being installed beneath the bed of the existing - stream channel
in a manner that provides a travel corridor for fish and macro- invertebrates,that may inhabit the streams on the site.
7. Hlstoric,or Prehistoric Cultural Re®urces (Corps Requirement),
7a. Will this project occur in or near an area that the state,, federal ortribal
governments have designated as. having historic or cultural preservation
❑ Yes ® No
status (e:g., National Historic Trust - designation or�properties significant in
North Carolina history and archaeology,)?
7b. What data sources-did you use to determine whetheryour site would impact historic or archeological resources?
We reviewed the SHPO Map (htip. / /gis.ncdcr.gov /hpowebn to identify historic and /or archaeological resources ofthe site.
The SHPO map did not identify historic and /or cultural'resources on the site or in the immediate vicinity of the site..A,copy
ofthe map isinclucJed as,an attachment.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA- requirements: A portion of the sewer line upfit•is located within Zone AE, a special
flood hazard area subject to inundaiion'during a 100 year flood event (elevations determined). New mahholes.will.,be
constructed. The manholes will be sealed with vents., 2, above,the.100 ,year flood elevation: Other portions-of the
project are outside of the 100 year floodplain.
8c. What source(s) did you use to make..the,floodplain determination? FEMA FIRM Panel 3710560000J dated November 5,
2008 (attached)
03/19/2014
Page 13 of 14.
PCN Form — Version 1.3'December 10, 2008 Version

Michael T. Brame l� Date
App'licant/Agent's Printed' Name Applicant/Agent's Signature 3 -- Z ' - 2.c J`i
(Agerit's.signature is Valid only'if,an authorization; letter'from the applicant
is provided.
'Page 14 of 14
PCN Form,— Version, 1.3 December 1 0,, 2008 Version

ECS Carolinas, LLP
AGENT AUTHORIZATION -
Scope of Work: Wd-tland Delineation/Verification Services
Location: George W. Lyles Parkway
Concord, North Carolina
This form authoriziat,ECS to act as our agent in strearn/wetla - nd matters 'including: U.S.
Army Corps of Engineers and North Carolina Division ofWater, Quality,field verification
and permit applic-ation.
Property Address: AwroArnate 70 Acre, Tract
George--M-Wes Parkway
Concord. NC'
Owner Information: N
Name:
Address:
Cie 7,9 I'l, 7.
Telephone Number: -6.6L-Ojv�-
Fax Number: 70`1 *(- �,Z. -,? 75 -?-
E-mallAddress: u I' A -F can I n e n P- +
Cobt� /VeeA a w
Pam, I Y VWA CO. a
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�e4.1��[at�+6!'+,� ;� °�Jc;r'irllGc'�I �ai311S�il.11r1:1U9i r: /i��81�! iW, ;= ta;llf�;s`i�ii�ii� :ci f=� {;t�i?l. —:� ids'• r:'gis�� red c�gi�aering S=6rm F_ lQ'a
May 3, 2011
Mr. Greg Nichols
GCI Residential
5405 Etta Burke Court, Suite 101
Raleigh, North Carolina 27606
Reference. Report of Wetland Delineation
Approximate 70 Acre 'Pratt
George W. Lyles Parkway
Concord, North Carolina
ECS Project Noe 09-1971C,,,
Dear Mr Nichols:
ECS Carolinas, LLP (ECS) is pleased to submit this report of the )Urlsdlctional wateraiwetland
delineation for the site located on George W. Lyles Parkway in Concord, Cabarrus Cou nb ,
North Carolina, This report summarizes our findings for the site,
Background
The site consists of an approximate 70 acre tract that is located on George W. Loss Parkway in
Concord, Cabarrus, County, Forth Carolina (Figure 1). The site contains undeveloped wooded
land and fields, ECS was contracted to delineate wurisdictionW waters including ponds, streams
and wetlands on the site.
Wetlands are defined by the U.S. Arm;, Corps of Engineers. and the United States
Envlranmental Protection Agency as "thase arsais *tat sm inundated car sat hated b q ox,
groundwater at a frequenmy7 and durasilan scrfficiedat tu, support and under normal circuurnsi -anc s,
do su.uppora a prevalence of vegetation typlcs?Ily adapted for fife in saturated soil conditions." 6�ru
order for an Tres to be classlfOed as wetland, hydro0ylic vegetation), hyddc s66, and, wetaand
ftydrolegy rode -kors rjnguit be pre-sent,
LAtrature Revu"q
We have reviewed the USES Topographic Map, ahe Solt Survey of Cabarrus Countl,,f and. the
GG'eoiogic Map of North Carolina to. obtain information regarding the sits.
The USGS Topoguraphi Map (Figure 1) shows Coddle Creel; iocated along the
southwastsem boundary, 7i he reap shows several unnamed tributaries to Coddle Creep
crossing the site,
IV The USDA Soil Survey of Cabarrus County (Figure 2) shoes soils on the site are mapped as
.Armenia loam (ArA), Chewacla sandy loam (ChA), Iredell loam (IdA) and Mecklenburg loasrrj
(MeB and MeD), The Armenia series consists of poorly drained, slowly permeable soils that
occur on small to medium floodplains or needy level upland flats and depressions. 7, he
Chawada series consists of somewhat poorly drained, moderately permeable soils tha}:
A"? 0 3 E P�3e.1� ' -'?;•' �iC boiJ; i: 2"=07 T. ^r .3 F. 336 -$ 5 ? ^+7
1ru rEv+ruv.�csliit�ifr��:.L;r�t
EC;S CaroliteaS; ¢ !P L:GS FloJda.: U -C EC'i �vf'i 5 -. =: i �s :?ic;, L G EC3 Southeast, LLC wCv Texas, LI_P

' Concord, CabarrasZoMy, NQf1h'P- 90O#na
EC a Plloiad'09-99 7.10
may 3, 019
occur on floodplairns. The Iredell series consists of moderately well drained, very, slowly
permeable soils that occur on gently tp moderately sloping uplands; The 'meoklehlbUrg
series consists of wall d fined, moderately permeable �solis.'that occur on' nearly level to
moderately steep uplands. Chewacla sandy loam , is identified on the iHydric. Solis List for
Cabarrus County as having hydric inclusions of Wehadkee soils. Armenia loam is identified
on the Hyddc Soils List for Cabarrus County as a hydtic soil or as having hydric soils as .a
major component; Ire-dell loamr!is identified on the HydPic Soils Listfor Cibarrus County as
having hydtic inclusions of the Armenia, soils. �Mecklighburg loam,'id 'trot id6htlfied on; the
Hydric Soils List for'Cabarrus County.
The Geologic Map of North Carolina indicates, that the site is located in the Charlotte Belt of
the Piedmont Physiographic Province. The. soils encountered in this area are the, residual
product of ,in- place, chernical weathedr g of rock presently ,undedying the site: In general,
shallow`uncorifined groundWater,movement,within the,oyei ying'soilsTis controlled Idrg y'by
topographic gradients: Recharge occurs primarily by inflteatibn along higher elevations and
typically discharges into streams or other surface-water bodies. The elevation of theishallow
water table is transient and can vary greatly with seasonal fluctuations in precipitation.
Movement in this waiter table is generally11rorm higher',to lover elevations. As such, 6h6flow
gr+o.undwater'would be expected to flovw;beneaft the site .to Coddle Creek' and ;Ifs unnamed
tributaries.
-Ske Reconnaissance
The site is located on George W. Lyles Pa&wa y in Concord, Cabarrus County, North Carolina,
The site contains _undeveloped wooded Iand. and fields. ECSL was corifracted to delineate
jurisdictional' waters including ponds, streamt,,and wetlands on,fhe °site.
ECS performed' a site reconnaissance on April 25, 2011. During our reconnaissance, we
observed three areas an the site for evidence of ponds, streams and wetlands. Ponds were n ®t
observed on the. jita. Several streams are ,located on the site. The streams have ordinary high
water marks, ,defined beds ,and (banks, 'meanders, iron =oxidizing bacteria and contalned flat wing'
water at the Orrie of our -site vie t. We observed crayfish, salamanders, minnows and macro -
invertebrates in the streams. Based on our observations the steams are perennial. The
stream centerlines were madmd in the fae0d with blue and white striped surveyertape.
W60and hydrology indicators,.(Inciudlag ,Inundation and saturratsd ;soils);, hydrophydc,vegetQtion'
and hydric soll&werre observed in the floodplainof Coddle, Creek and in pockets adjacent to one
of the strearng. The wetlands' pockets are separated from surrounding uplands by distinct
topographic breaks, vegetation ,breaks and/or soil breaks. Upland areas surrounding the
wetland pockets rhave bright soils that appear tD be well dNirned to depths of at least twelve
inches. Routine. Wetland Determination Data Forams support our opinions are included as
attachments. The wetland boundaries. were marked In the ` field with red and whits i&iped
surveyor tape.
Figure. 3 shows the approximate I =zdions of the streams, wetlands and data points. 'Figure 3 Is
based on our field notes and should only by used for ,prelirninairy piannipg puPp ®see. V6e
recommend, that the delineation be 'vedfied by the U.S. Army Corps of Engineeis and the Noah
Carolina Department of Environment and 'hattUral Resources (NC ®ENR), Division of Water
2

Oproximgte 7D Acre- TFac, - -aorga Pry ? yJws P rkwa;,
,Concord, CebWu2'CounKy, NodhIcarollns
ECS'Prc 00.109 -997 0
May`3, 261?
Quality. Following the verification, the flags should be surveyed to determine the exact
locations and extent of the jurisdictional areas.
GDner sB Discussion
Section 404 of the clean Water Act regulates the discharge of dredge and till materials Into
watery of the United States (lakes, rivers, ponds, streams, etc.), including wetlands. Waters of
the United States. include the territorial seas, navigable coastal and in lakes, rivers and
streams, intermittent streams, ,arid wetlands. Activities that could be regulated under Section,
404 include the. placement of fill for ,construction of roadways,- residential, corn'-fnercial or
industrial structures; and the construction of dater retention ponds along tributaries. The EPA
and the U.S. Arraay Corps of Engineers jointly administer the Section 404 program. Section 401
of the Clean Water Act grants each state the authority to approve, condition, or deny any
Federal permits that could result in a discharge to Staltwwaters.
The streams and' wetlands, located on the site are mgplited by the UZ. Army Corps of
Engineers and the north Car®IIna, Uilyialon of jWeter Qtaaility. Pbrr ilts 'ere required frog these
agencies prior to impacting wetlands or open waters- Including perennial or Intermittent streams.
Mitigation and stormwater management plans will be a condition ,of any permits issued for the
site. Suffers may be,reguired adjacent to the stream channels.
For impacts to 'oroe -half acre or ;more of wetlands or to more than ,300 linear feet „of stream
channel, an individual, permit (IP )'may be required. Arc 8P requires a habitat analysis, alternative
site analysis, project justification, plans to avoid and mihImLke impacts, 'and a proposed
mitigation plan. Depending on the habitat analysis and the extent of impacts, and Environmental
Impact Statement may be required by the U.S. Army Corps of Engineers. An P allows for a
public comment period and may' regaire, 4 to 1E months to obtain depending on conditions.
arising during ,the U.S. Army Corps of Engineers review and public contment period.
WMt@Mh8d Cat s°,rf�oc con
Coddle Creek and several of Its unnamed ~iributarles cross the site. According to the Nobth
Carolina Department of Environm.ant and Natural resources (NMEE NR), Division cf eater
Quality, the site lsJocated in the Yadkin River Basin in an -area, that,hes been classified' as Glass
Gwaters.

Apprwdamre 770 Acre Tiad ® Gavi'ge W..Lyjes parkbvay
Cqnoora. Cabairive CounW, Abrih Carolina
May 3" 2011
COasuAre
ECS appreciates the opportunity to provide wetland services for your project.- ftate contact us
at (3396) 856-7150 if you have any questions concerning this repoft.
Sincerely,
ECS CAROLINAS, LLP
Michael T. Brame, PWS
Senior Environmental Scientist
Denise M. Poulos, LSS, PWS
Principal Scientist
Attachments: Figure I - Site Location Map
Figure 2-- Sbi [ - Map
Figure'3 - StmamMetland Location Map
Roubne Wetiand Determination Data Forms
Rapanos Forms
M

10 a R
SITE
_:r
1 i".'.' r -;e {.
e i ``,•�• a B . \4
fleeT'� 1
; 4
• ,, "'s"°^ _max
gmLL
Gf
-
I
�
-
App prorate Site Bauadevt�
S 0UjRCE.-
FOGURE t
E ASGS B OPOGRAF+,IIC 6s/EAP
BETE LOCAT DOW fif-AP
KANNAPOLNS, NORTH CAROLINA
APPROXIMATE TO ACRE ,I RACT
QUADRANGLE
GEORGE W. a YLES PAF,'KWAY
DATED 1993
CONCORD, NORTH CkROUNA
SCALE: 1s = 2,000'
CAROLINAS
ECS PROJECT NO. 09-19710

'VHAVE BEEN DELINEATED
Yy4N ON THj,9 MAP ARE APPROXIMATE. TH '
BY EC16. THEY H.A".iE i4,,---)T BEEN VERIFIED BY THE U.S ARMY CORPS OF ENGINEEIRS�O'R THE NCDENR DIVISION
OF WATER QUALITY- THEY HAVE NOT BEEN SURVEYED.
lip
LEGEND,
Apprudma'Ll 8, Location dif Site Boundsny
Apprardmate Lo' st(ion of Psrebini;.;.I 'Stream,
IF Approximals Location cuIr Weiland
Appmydrnste Locmk)n d Data Point
SOURCE- 17MURE Z
2009 AERIAL PHOTOGRAPH STREAMiWETLAKD LOCA1,102K M&P
FRUI� CAZARRUS COW14ruf' GM WESSITE APPROXIMATE 70 ",ZRE If FtACT
AND FIELD 14 TES PREPARED BY ECS GEORGE IN. LYLES PARKV0=,�,.Y
PERSOHNEL CONCORD, NOORTH 0AR.0,LPFql-',.
SCIA,LE: V - 400' CAROLINAS ECS PROJECT NO. 69-19719

DATA FORM � J
ROUT VNI WETLAND DITER-MINIAITION
1987 COE Wetlands De &eadon m2fROA) I
[A-@ZMV 4 av0L >IesfldQ?daCo ordaffirseus sto e �S e as, ®�D� vestao-s L
state. Ner trYcmronn@
- I< RoUDDo DF -I
Do Noramd circumotmees eydst on the mite? ides Nen Community M. Wec '
Ifs the site s" _ tfly,sfl�9tanu°bed (Atyjp cafl SituatloauaD� 'rs No `�rmmsmt ID.
Is the or - ,ps �t�fl D'>PObfleffia Areem? �'� i� ,No FnusIl�I IGoemtflome Gifievv Fn�m�e 3
MEM,
of Domaunsmt Species gent am QB L, I'ACW or IRAt-
I���rfl�o
The aflomuflnMt vegefrmtnam ns bydrajhy tc,
ENDROLOGY
Recarde matt (Deae,?ebe.mm R-e 1ko').
I7 Sts. ILa:� air `,Hide Gmunge
Aerflal L�I�ot®Sr�e�lha
Lr'�Ild ®fmserermtmm�
Depth? of Sunrrfface Water: 0"
Dep& to Yree Water In Fit. 297
lie &,t®lataurated Sail: Surface
Rem arks.
�3Jetll wd r��cy in allncffitars are pPeseuuto
,�etfoxtrt)
vic -&&d IffY&DIlaU a6ficeatarc
PH-MY
LmCHWEGIM
tim!ouffidmtc�di
SmLrwatei-nn Upper, 12 EncNes
Q'J�tc�iVLmC�➢�
Drift-UMM
s6zmmest Deposntlm
IIDranmmp Nftherns un Wetflamds
Secondary Ru&caw rs
®mod Roat:0kemmds nm iUpp ex U inckes
i
�Jmteppr��sStmnned Lesves
L�Q'aL Ey�� �py1LW�,7�n41 L!%i,�t�
IyAC-Neudrral Voo
(Dtfaer Mr)TDfl911Ui I!m L�cemm�rJl��
i

DATA FRORM
] roject /Skee pproxImate 10 Acre UYD&L— Gem go W. T yles'FaidkwAy iP;roject,N@. Date: 04/25/2011
AppRe t/Owmer. GC 111 Residendai County, cabarr ims
giRvestigatoase ECS Carrohas" LLI? 09- 192710 State: North,careffnaa
[Map Uffdt Name- (Serries aad'pinase)o Che-cvacla samAy locum '
MapsymbokChA Mapped'Hydric incluusi®ua? zyes> ®N®
Dirainage CEsssa Somewhat Fi©®rlly drained Field ®lmse�radn ®ns C ®va��. l�idappeaIl tepee M�Ces M N®
Taxon®lPy (Subgroup): Fiavagaenisc dyk- radepts
Proffle.,Dwca°°' tics
/ltDep&,, Matra Color IV)lotRfle Colo Met�fl� � -
tlH1D chest' )� ®d71L►Ojm (Muunaaeff mamt), 6141fflmm�Pii l�r�n�,R dlM mnnnlanmr m /R"annnfrmo�m� °Mm Pa m� A� . e ^ __. "c+� c .__
042 1 1-- 2-SY 4/2 1 M 416
E60C Epipedlon
6ilffldlic Oder
Aupauie Moisture Regme
dpdng comadoms
son iundlicato8s arse pregeiaL,
4001
Loam
• Couneredions
M& GrgamkCl omtemt IwSu r&ce Layer in Saady-So&
orga k Streaking In Sandy So&
TLi W an Local Hydricso rList
Lbtem, oun Natloffiai' YdricSons u,"'t
Eryd roplicyd- Vegetafmouu Pne -eutc? kes U eke Its Lane Save; l�oimt �ritr nm ;tiue' �FIeLA cd� Plo
wedmd KIY&OROU L eers i�� 'cr No
Hy"drAc Sams Pr mt?
Iln�arr c
Vhe t➢ ew- weakadl •cE te4k are prommt° R lastrummpumg po&t WI-Rc istedl cr hWM a Wefulrn. d.
veifom) Page 2.of2

DATA FORAT
irlQR7 COE Wet am& Defineatim Manual)
�'tro BfSa��e pp�msdmaate 70'Acre T act—beorge' %o L�Aes Fairk aay - 1�l � c et Dane
App -lit A)�rrn�!�e
Ttme�3tg �m a � l es Cara.9Il , S Lp 09- 197-10
Rate. 04/7,5/2011
C®aamty. caba>irUs
State:Wortth Casogma
(retform) ?age 1 of 2.
Lee ®��ed;IDmt`a,�IDe¢e�v�ae am Il�,¢Pdaya
�hi'�tllami�•�i��(�uvIlog�� Iimdlu�af��
LJ Stromm; l afte or TMe GamSe
rat Ifimauutolrs
Fl A�(I I�Da ®taD�rraphs
®' halmandlated
. ®thee
SaCrmn°mt� upper Il7, IImcheo
©RTo IT�evatrd� IIDat�s
Water mulm
ID�t,1.L`nzees
SoMmeant DepooA ,
H,Drwmmge
I�u�ilaIl ®IlDE(yIP^Jflttfl ®mfi
&L &°IFIDG Slip ��etIlaIDC�3
Seomamr Emdleaton°e
Depth of Surface v7aatea°e ©"
® ®amdln�e� R o ®t C� eB PR Upper: 12 TL
l
WAImI r-St im(ed Leaves,
Lmepth o,yrree water he 1pnt° >121,
Il eed Sot Sm,F-Vry Da@
�
IDep�h �® �ffitann°ffitea� S ®nIla'?��''� _ _
®tHaen'Q7Ea�pIlan�Ila L�c�ma�Il�s➢ .
Remerkse
- --
®mHy ®me.swomdarry hy&oRogy MIdIcOor WENS pcneseliL
(retform) ?age 1 of 2.

DATA FO
ROUTM WETLAND ODE` NA.TIOA
(1997 COE' �v eflaands Ddingaflop Mann-90
Project/Site. Approidmate i® Acre Tract; Gea _wge W. Lykes Parkway Date. 04/25/2011
Applicant /Owner. C- C- IRssndeuM County.-Cabarmans
Investigators. ECS Caro&as, ILL? Statee Nor& CaranM%R
Map >i n t'Namme (Seines and Phase)- Chewwla sandy loamu - - -
Map•SynboFo ChA Mapped-'Hydrnc Inclusion? ®Yes
>iT®
Drainage Class. Somewhat poerQy drained
Taxon ( <my (Smb�oup)a Furaquentee•dystrudepts
Field Obserwat®as Confirm. -Mapped 'Type. ®Yes ®i®
PgoffieDescrn tion
D)ept&a Matrix Color M([ e.Color' mettle
Qnmel�es) lid ®rnaanm Qi amoe)!l IVLonstr (lnnumeeilfl aoIlst) �18aandamcelCanvac�mst Texture, e, C ®mca etnoans,' Straaetma•e, etc.
0-1 -2 5YD8. 416 10YR 4M 30% (Loam
I EI
1���°uc�S ®IlP'Sm�acat ®tee - - -
"HistosoIl Concreitiefis
i nst��'>E�lpedlom El Oranac';C"omtemt WSauaface Layer An SamdlySolk
Snall>dluc �dlor ®Q)�gffir�nc StaE�mg'nm Sa��r S®
Cl Aglnnnc Fd1[enstaun+Regnmae ®]Listed.Gm,TLocal Ilydde S®n@s,ILflst
0 Redlnncnmg Comdidome ILListta omRadomml Hydd*'Sdb'ILnst
® GIleyedt or Low Clhrommm,Conors _ � ®thee Q�8 > Mk'a I[�eaananl�®➢
-
HlyaIlanc,soull indicators 28e mot'presemL
VV ETTLS- IDiCTtM -VI `NTATICIN
Iffydlrophytue v egeta dorm Zi rant? i yng 0 1"J Ls f&e 8- wu,P®kt wiffim the 'VTietrmmndl`P Ljyeg T�To
WeHandl Hydrology Lxsemff
Hy&k Sa& IPreoema 011es
J1�IDIl1NtlfPliS�e —
Wetlmdl hyc oology amd! Pmydlrne sofl i;mcdnemCoirs We' not pre semL 1Z �e s�pDnm� ��t`ns B ®� Ilm¢�fcecdl �iJhnm a �rr�tllam�e
,',aUetform)
`Page 2 or2

APPROVED T URISDIC TOANA+ DETEJR INATlOi�I FOkIM
U.S. Arany Corps of Engineers
This form should be corapieted,by foilowring the instructions provided iA Section Iv of the JD,Form instructional'Cuidebook.
>ECn al. U£AC1�O� ®VINO iiN1F ®Rilr1LA II �I ®1V'
A. RE OR `COMPLETION'DAT'E FOR APPROVER JURISDICTIONAL IO'yAL PD1ET ERRRNA TFION (M): llfis) :�, -2�UP
E; DIISTRYCT''OFFIICE, -0'11UNAMAR, AND NUM, EI ,-Aihev68lq, Approximate TO Aere'`II'raet- George W.,Lyles Psrkw ey, 09.29710
C. FIR T + CT LOCAF1ON -ANY1 �iACKGROUNID T1NFOP- d_4TION. Ceorge W. kyles Parkway
State: North,Carolina County/parish7borough: Cabarrus . City.-,Concord
Center coordinates of site (latabng'm degree decimal format): I At. 35.4060920 91, Long. -80.6608080 �.
Univen al Transverse Mercator:
Name of nearest waterbody., Coddle Creelc
Nsone of nearest Traditional Navigable Water (TNW) into whi& the aquatic resource flows: Rocky Inver
Name ofwatershed or liydrologic Unit'Code (HUC): 03040105
® Check if map /diagram of review area and/or potential jurisdictional areas is /are available upon request.
Check if other sites (e:g:, offsite mitigation sitesdisposal;sifes, etc...) are associated with this acti ®n and are,recorded on�a diff:'erent JDD
form. .
D. REV'EWPE RF®)lEli2[)CR,1G'4DPt'^SYTt"` ]EVAII.,fi7AITON (CPi1ECKAdaL THAT APPLY)
IM Office,(Desk)Determination. D_ ate_:
IM Field Determination. Date(s):
&W, T.TON UII: SUllM&Y OF FINDINGS
A. RLA. SPiC7I ON 110'IDET'H RIMIYNtI,T'JO N OF IAIIC"PjON.
TheaeAft. "hawgable,waters�of the US." within Rivers and Harbors Act (PHA) jurisdiction (as defined by 33 ORpart 329) in the review area.
[lFecjiairt?cl) .
.® .Waters subject.to the ebb and floes+ of the "tide.
Watem,ere presently used, -or have been used in the past, o* may be,susceptible•for use to transport- interstate ®r foreign commerce.
E�phian:
R. tCWA SE'Il' ON,404'PDETEMU gATIION OF JUPRls DlclrEON.
There'tae;`•`ivasers of e,se,US." viithiti Clea_ -a, Water Act (C FA) jurisdictibns(as defined by 33 CFl$,paat 328) in the review6_area, (Regre.le:4
®Fla6:ers ofr time tUaS; '
a. ffadicStO 690mee of earners Of U.S.An review mre8 (check m9fthat: apply): r
1'i°tWs, including tritnrigl;seas
�� "v+ltrla?rds �jacs -nt to,..�ls _ .
I'oWively pempcgt waters2 (RFVTs) that flow directly or indirectly into Ti TWs
Ot- Non- PLF'ehls that f mu directly of indirectly ifito TilT]Us
M Wetlands - directly abudcin; RPW§ that -flow directly or indirectly into TINMAfs
E9 Wetlands adjacent t® But -not directlyabuf ang 'I P i/s flrat flow directly or indirectly into TW s
Wetlancds asljacept to
non-hp W3 that flow directly or indires11y into T N Ws
� lmpoundartents ®f jraresdiotional vrate?s,
Isolated, (i ®tOx state, or irLtra WO) wa cm,'.irncludin&iscla" wetlands.
b. IIaPemttifty Qestuumate),3nse of er✓ aiQrs dG L>hc IUeS. -lm ulhe,revdecry areao
Non - wetland vide s: 4,0001ii wr feet: 2- Mwidth (). and/or 0.75 acres.
Wetlands: 2 acres.
c. Limits (bommdwles) off,9vAsdicCm012 based on: ? I Ti t nm >AmIIa1
Elevation of established OHI PA (if Imown):
No ©- regamlmfred Waters /Wetdsmdls ( Checkk g, &pPlaC@ble):3
Potentially jurisdictional eaters dnd/or wetlands were assessed within,the,review area and determined to be not ju isdictimrral.
E,rplain:
i "Bbiges checked below shaNLbe supported by corrpletr &ffie aporopdate sections in Section _-TH below.
ZIFor puiposes'of tPnislonn, an RP w' is deiined'as an tdbutamy that is not a' TNW and that typically q
rypicaBNy o�rs year -sound or has cont9nuContinuous r7oflow at.le st
3 ffionths).
S-
uppo*g documentation is,presemed'in Swtiori MfLF.

SEC1I0IV AM LWA AN) SIS
A, TNW4, AND %ET LAN3DS AB AC.h"+Rlkf T T'0 g Vvg
The agencies wit➢ amert j®risdidleB ever1�T�Is �md ewe�ll�m�isr��1����Y �m II�T�s. � 61�e aglaagfine r�s ®,sue ➢s a II � -�Td, eoaba� ➢ate Sei:�dmm
M A.I anad Section .1. only; ➢ff the aqua?dac revamres is A WOPand aadjaceat to a T'NTVV ,comp ➢ate Sections III.A.3 acrid Z and Section
u_ L D.g.9 otherwise, see Secdom HLB below.
L TWW
Identify TNW.
Summarize rationale supporting determinabon:
2. Wetland adjacent to TNW
Summarize rationale supporting,conclusion that wetland is '"4keent ":
B. CHAIEY AC'L'ER IS`1PIC5 OF TIM UTARY ('l?aT LF,1N(DT A `LNVV) ,II`II'S A DJACIOTT WETLANDS (] -ANI,):
T hig +section summarizes imi'ormatiam regaaffhg dharacier➢sdcs Of the trphmtaTy aidd its adjacent -Wetlands, If any, and it helps detarlmilme,
w6eedher ar mot,tHne.stamdards ffor jaarisdie tiom- es(abpIlsbe� oen�leraacams Oaave lveem maet.
` �° fdexigemcu® s, �xi�Il' ass�erd;'jmPBsd!nawc6olin. ®�rer e'soo- mave�etblfetirIlGaffit�rIl� off T`N�swlaea�e•tl� ®tr ➢b�mt€ar6es ae�e "¢'e ➢etdveHygseruma�emt owateas'.''
(IltID O), d.r�.,tributOrleE thMt-tYPIq&IRY fiftr yC�fiPmC�D ®stF➢ ®p =�Y6' cGlit➢maIl® ®s fid)w fit"162stt seas IORM Ily,(eag., typieapy.3 months)' . A wetland
tit dflrectpy aHnmts'am ]�lf°�kl ig a➢sa 6mnisdiam&ii➢. Iff�he a�umda�saa�ce as m ®t 8 ]C-W, but has year- romuad'(per® ®ni6l) ff®ev, sli➢o,to
Seertioan-IIII.IDJ,-Iff the sqmadc resource is m wetls3mail dli aea°tly i6i kg a_ tributary with perennial flow, slap tWS,ectIon III:li A.
A wetiamd,tha ➢s adjacent to but,&Sk dew mat,c�ire�Gly mPmmt mmn-RPW requires a sigmi�Wt ®exus evaRvEidemo ;C'orps,dliataicts,amd'19TPJs.,
rgOanns'wM1mc➢ud)e'lm the record army that docma iemts the eiestence,off a idgmeiucant neims between a ee➢a dVely
pegpmai ®end tributary thet'is mat peffemmW (mrid`its adja cent *dta•mde,iff any) and m.trmd(idomsitnav➢gaie ➢e water, eyo thoaegk!as signerffgcant
neauus,ffindiimg is met regmired as a minor of flaw..
If dine waterbad/ 19 net am "W, arm wetdaa, fte&1Y ffijmttndg am L �l+l, a U➢D �wiii ti more md�itiomal dlata to deten°mime iff the
wmterbedly has -a 0%mrac®nt mexms with a T IM" I6tUM trkbtln 1ms aOjacemt wedamde, the alp ffucamt, nexus ev®)uation'Manst counsiid-er
the tributary in combiazdam with -alt off NE adljaeemt v; etH and s. This sigmEcREnt Gem evaluation thatcemmbimes,.ffar ama➢yd mfl,purposeff,
the dributuy tand aI➢ of its adjacent wetlamds Is Rsed whether the rev&w area idenUmmed in,the DllD request is the tributary,,or digs mdjacemt
weaimmds, or• bath, If the M cavern a to ilmutaa y with.MOPCemi w6dmdls, eORMpicke Section 1TI -B.1 for the tributaM Section EMB.2 fair any
amsite woftmde, andLSectiam IUM h1br an beat trribmtairy, bath onsilte and oiisite. -The dleterminatiem wbetber'm
slgm➢fnemmt nexus eu➢sts its detenmked' in •Saedw BIC M, Obw.
Ill �aea�rris(sia�- o6m�ore- `2_N�Js t6mt ti'Tmv✓ dined�ly acr �cdi.�sUly imfro fi1`�iV`c%
(oD G mer@B Area CamdAdems.
Watershed! size: >15, 000 &uei
Drainage area: >15000 a0mm
(average ammuueii raimivaid •s ".1
inches -
Averap'annual snoy✓fati:j5.5 inches
(ii) it fmysicaIl{(Cfamn�meten�t_icsa
(m) RelationshiD.with�T1NW:
E'Tfibutffiryflows directly- into'TMJ.
FXl Tributmy flows through 1vaIlYauses Tart® euatcrjqg TNv .
Project waters ere ¶C jtS river -miles ftmr'TKVA�.
Projeawaters ear li (arr; ➢ ®cE)'. vas tiuiiles'ff�o ird��hl.
l F*Ct waters are B:-Il' @;aerial,(straight) armies teoam'IIW.
Prrmject wars aae Il Q®6 e ss),aeriai (SYiraig& i) miles fmm RPW.
Projea waters cross ,or sa-eve ae,stek boumdeiries. Fkplain;
Identify flo w route to T 11T915: Coddle pocl y W,-,rz..
T'n'butofy stream order, of Imown: is, &,e Lgh 3RD.
(b) �encraF Trab�rtary Ghhaeacteristics'6claeb t., tDaat ao�lvl°
Tribmtaury is: ),I Vial
n iVoYs.fhat the Instructional Guidebook con. ins pddiiional Lion =i?on r °fig s �v 1cs „di a k cs, washes, and erosional features g�xi oily and is the aFid tiNcst.
5 Plow rotate can be described by ideat fgniag „e.g., teiE� aeg a, whaclt ;taws through the review asea, to flow into tn'butsuy b, which then flows into TN[A /.

®. ¢VtfficW (man- made). &plain:
® Manspulated (ten- zltesed). Explain: Several of,thetiibutaries lave been staightailed.
LeRbuitaky properties wish respectIO top of bant> (estirnaEe);
Average.m4dth:,2 -20 Meet
Average depth: 0.25 - 4 feet
Average side slopes: taea'l(_ _'?[
Frima y tributary substrate composition (check all that apply):
0 silts ® Sands ® Concrete
R Cobbles ® Gravel ® Muck
® Bedrock 53 Vegetation. Type/% cover: Hardwoods /85%
D;Other. Explain:
Tr"butary condition/stability [e.g., highly eroding,,sloughing bm_ks]. Explain: Highly eroding,in some areas.
Pnzence ofrun/riffle /pool complexes. Explain.: Moderate to good riffle -pool complexes.
T'aibutary geometry: &
Tributary gradient (ap)nroximate average slope): 2.6 %
(b) Flow:
Trn°butary provides for: Sd&dh g�, a*
Estl average number of flow e7rents in review area/year.. �
Describe `loin regime: Continuous.
Other information an duration and volume:
Surface flow is: [ r .,. _ Characteristics: One tributary contains braiding/sheet flow.
Subsurface flow: Y! . Explain findings:
® Dye (or other) test performed:
TribWM' has (check a1F.that apply):
® Bed add banks,
® GlfWMI (check,all indicators 'that apply):
S c1ew,,natura' ine impressed,on4he bank
® changes in,thecharacter of soil
® shelving
® vegetation matted,dowp., bene„onabsent
'®
a deaf littff disturbed or washed awl
sediment deposition
• � wate.� steirting
�
Q ®Hoeg blast):
El 11scont-iauoaas Ofqwm.' Explain
the presence'oflittef and.debris
destruction of terrestxadt' "vegetation
the.presenee ottrack line
sediment sorting
scour
multiple observed or predicied flow events
abrupt change M*' plaint cmmwnity
If f..cd' Etmrs other than tine CHVVM'vrrere used •to,deteriaiinel ateFfil extent of CWA jnrisd1c6on (cha& all gnat- a?.opl3,):
TT indicated by:
:I igh.Tide °I labs indicated by Q 'M
Q1 f>iigh Water Mark- indicated oil or scum line along shove objects Q m rve•J to available datayun;
Q ae shell or debris d6posits (foreshore) ❑ physical,marlsings;
Q physical,mmkings/chaacteristies Q vegetation lines /changes•in vegetation types.
® tidal gauges
® other 09t):
(null ClDemoi�ea➢ ChaPaeLesnsfn�s
'Chsgaetaize tribir ry�(e.g., water color is clear,.discolored, oily film; water sivality; general watershed characteristics, etc.). 1✓xplain:
Water color was'clear during our site visit.
Identify specific pollutents, of loaown: lTnlcnown:
'A natural or; a -rudde discontinuity in the OH Vlld does riot necessari ly. seve?,jurisdiction (ag., where the stream temporally flows undde-rground, or where the
®HW- has bey r,,,ove1 by developiaew or agricultim -d practices). Where there is wbreak inthe 43HAW1 that is unrelated to the rN atcrbody's.flow regiiaze (e. g.,19ow
over a roelc•outcrop or ffiraggh a culvert), the agencies will look for indicators of flow above and below the break
tlroid.

W
(1v) C—hume, asuppoTts-(CM& all that apply).
Wetland f?mge. ri .1butary lids a -G✓egaud ffinga,
Habitat for
Explain-findings:
Fish/sP avvu areas. Explain fmdi
, xigs
FI Other ai
'peci6s. EXIDI ri) fladikigs:
streams. OX Aquatic/wiliflifP, diversity. Erplaip,01idings: - We cibmnfed crayft; raiiindws,,salamanders axqdmacro-imven6brates in the
Charaderisdes ofwetlamds'adjacemt"i® non-wIWW that flowdimaly, or i ndrecoy into T _ NTW
(a) General Wetland Chgactwistic
PMpertiesa
Wedand size:2+-acres
Wedand type. Explain!Bottorniandi Hardwood/Seeps..
Wetland quality: 6pia�6:Affoderata.
Project wetlands cross or serve as•stato'b6lindaries. Explain:
(b), General Flow-Relatiopshigtviih Non -MI' h/;
'Flom, k Expliin: StroapeW.
sh s flow.'
is LOY
Charecturistics: Varies ftm pbclA to pocket.
Ex WR ffidings:
p
El Dye (or qthu),tmt pudomed:
(q) Wedand AdiacwwDeterrainaticon wifb Non-TNVV-
O'Directly Aufflng
]�ismxtewWJmd'hYdrolo,-,icconndetion- Explain: Won-jitfisdictioral ditcb,comects the floodplain,wedand.
Ecological connection. Explain: ­ .
0 Separaiedbyberni/baniri,*T. Explain:
Proximity'(11clationship-) to'TWMI
Project wetlands are 10-15 river mffasftm-TNW.
, T­ - -
PrEdact Waters are 5-10 aerial (straight) miles frmn TNW.
Flow is fimm. W&ddd*bMM
....... iiq. snuff
Estimate approximeftlocail=of wefland,n-Tfi6ip:-&e
WFi ? flood-olak.
Characterize v✓ds"d system (e.g., water color's Clew, bmvm, 011 film,011 v✓atoTshed charmiedstics;
etc.). Explain: Clear.
vinimown.
(UM) SIGIOSIed CLMWUI-MSUM (Clech'an Qat, ELMO:
nX Riparian buffir. widch):50-100 feet.
gq
Ve9etat7i0n,tYPe/PCrCQntcoVQK F-Nl�Dlain:Hard'�llood/Mi)Eed/85%.
uqbi tat for..
0 Federally Uted species. Explain findings:
EI,Fish/apvwn,aM& Explain fiudings_ , -
[]Other �viron ientdfy-scngtive species. Explain findings:
Aquatie/vAld LAre diversity., Explain findin*c fiSbbuffows,andJIqfhgiM6cts.
ray
CharadeR•fles of SHN wedalmda aqQaemt ft the tribmifoFy. (if my)
Afl-wetlands) being considered in the caraulative malybikl
Approxa*Lely (2 Yacres in total•are being consi&Te&in the cuai.ulatve anAysis:,

For eecli'- wetlald, sneci; j
D. irecdy a &50 (Y�d) Size (in acres) I3irectly abuts? (:Y/AIl Sige__an acres)
Y 0.5
N 1.5
SunM adze overall biological, clhe,,tical and Physical functions heiiog performed-: Water filtration, storage and aquatichabicat_
C. SI GN.I(Lw'ICANT.IVEMUS DE _ITlCptfMT TryD_+T'
A Silp fncant,mexos'.5maly9s will assess the 19ow characteristics and functions of the tributary Itself and1he ffunctiens,perforumed by auuy
wvetlands adjacent'to the tdbutary to d "'wadme if they significantly allect the cbeanical „physecal,,mnd bidlogicalAntc. I of'a TNW..
For each of the fa laiwlng sltauadens, a'signil�lleamt IIeABBS exists "Ig,the tsibootnry, i�n,comsbination vvltln a➢I of Its adjaa�ot ev ®hands, has uatore
than a speculattive or insubstandal e&d- on the chemical, physical and /or;bWojiczal integrky off a•TNW. Consmerptl ®ns when.
eVffilauatlm dgnllbcpnt aeuus iunclude, but are,motlimited't® the volume, duration, aind frequency off'the.il ®w ®f triter imas trltioataryr'and'
14s;�aoxi>IImity to;a'1Cl�1t/, and'tlne ffunrtiouos peaff®rnaed by flue irnlbattary and all its adgpcent vvetland s. -IIt'as not sppu�pe 6mm0� to dates nmmlmme -
dgm fficAut mUBB �sed'solelyon qty spe�lffic- ir�rr®sbold of distance (e.g. between a tMbutary and its ad jacemt wetland ee betw+ en a
tributary mad the TWW). SI>anilarly, the fad an adjacent wetland lies within,or outside of a Iloodplain'is not solely determinative of
t n6Maa
Bmw4ceamecdous betwee ©;the feottures load nented,and1he effects on the'TYW, :as Identlfned,ln tlneRepikaos,, Guidance and dise nssed ih'
tine Instructional Go Wboels. ,&l &ors to eqnsider jaclluda, ffor•esaffiple:
D� the tdbutatT; h aenobination b�iith its,adjac ent wredands (if any), have the c*city tYD carry pollutants or flood wat'er's to'TNVV.s, of to
i the amount 0 01lutants .orflood- moteasreachingaT -NW?
° Does the,tributmy, in doi nbination g6th'its adjacent "wetlands (if any), provide habitait and lifecycle support functions for fish and other
spumes, such as feeding, nesting, spamring, or rearing young for species,that ere piawnt in the TNW?
V 15M 06 tnUsy, in domfihmatioaa withJts�adjacent wetlands;(if any) „have the cap' acity,to,transfer nutrients,and:organie car -bonIhai
support d®wmstreani foodwebS?
D0066 tributary' 'ah donibinatiori!ob. its�adjaceat wethmds: fany), have odier;relationships,to die physical,.chernical,,or biological
integrity of the TNVI?
Note: hne above list of considemtions is :ucE incluch;e and other fuunctions observed or known to occur should be documented below-
1. t(°ucmnt neBns;inoad0*,, ftoa:cnon $✓ thmt,has no,adjaeennt-wetlends sod,flows directly •or indirectly imt ®TNW& Etrplain' findings,
®Fptcsence or aiosence of dSniflcamt rilesus'below, based ;in theObute ryAseE,, tliengo to Section IILD:
2. Qgt cmmt me ,faanlivags, too stogy RP4N and nth and saent_eve rgmmd6, where {the ini on_np pl filows dit�ctly car hHdlre&4 limo `) -KQFIa.
Expk � •gin fts of presance or absence of'silp scant no'CU5 below, based on the tributary in conzbi?raii®�r �rrith, all of its adj ant vuetla�acls,
thzigo'ro Swion 1YLD:
�. Sigtsi cmntc n ms:uunmmmgs ffor ewetlslmeis t djmeeni t to �smflgPW but tlnsit do not aiWegtly &but cline RpQWa E7lplaiar findi¢agS;of preSG'6PCe Byr
Pc sexsr taf si rtixicane_���aec'lael ®�v, b�Cd'Qw&C tributary in cordbinaticM' with Am"i
Of
imadjacent uvetlands,.then ,jam to Se'dio?r ULD:
IID. APPL1 )`:lt;,Ti ®>y8 G J'DWSBICTL70IPJd�u, tRI�1u MiGS, THE SUJL�7 CT SWAT /�+Il MANDS ( aLIn{ �I>;L
�L"IPL,��jto
l! >, 'I<!t�T�� tls,smdf,Adljaee�•d CiJetlsima+�s. ClreolcalA,thi�t;agpAy and.�pr ®wade size estiarsates in�revievv .area:
i!Jsi linear• feet wis]th (x) „fir; acres.
f vt/etlands adjaceni to T1 wws: acres
RJPWS Qat boar directly or i5ad recAy into, T -Is.
`l'ributwies eL IWINs there tributaries t3 kally flgwyeat -reund are jurisdictional. Provide data and'raiionale indicating ttrat tributary
i3:pC�SE7rAial Based an our obs6T- Vadons, the,streaonS are perennial..
Tai1Dt ¶ties of I1�T �? °w &te e`taibutaiees haze con�enacus 2lovv "seasonally° '(e:g:; typically three nft lis.each year) -are juiisdictidnal.
i+iy supperting.Lt is cor9clrESiort,is;proAded et Section 1-1I B. 'l?rovide rationaic�indicating blast ir,ibu`dary flows- sessoria i –
Provide estimates for jurisdictional-vvdjers; is the review area'(check all "that apply):

Tributary wet­_S: 4,090 lineal feet2- 2+IDwidih,(fl).
_ father nOP- ctlsnd waters: acres.
lde nt fJ types) of r atc?s:
3. Nona -RPWsu that i6ow directly or ladn_Fec €ly Mo ` INWs.
Watcr?sody that is not a ! NW or an RMV, but.flovis directly or iflndileetly into,a T-NW, , and it -has a significant nexus with a DT VI is
jurisdictional. Data supporting this conclusion is pecvidcd at, section Il1:G:
.Provide est ,-nates,f ®r jurisdictional waters,"in the review area (checkall that apply):
Tnbutary,waters: linear•feet width (ft).
Other non- wedand'iwaters: acres.
Identify type(s) of waters:,
4. Wetlands directly abutting an RPW thet flow direedyor nndireetly into TNWs.
13 Wetlands directly'abut F. w and.thus are jurisdictional as adjecent•wedands.
12 Wetlands directly abutting an RpW where'tributalies typically flow Year -round. Provide data and rationale
imdicatino thettributary is,perennial,in;Section III.D.2, above..Providerationale indicating.thametliund',is.
aieatly'abutting an RPW:
) ] Wetlands direcriy abutting.an RPW where tiibutmies typically flow ``seasonally " Provide data indicating that i - A)utary is
seasonal in Section Iii: end rationale in Se
R.FW: etedn,M.D.2, above. Provide rationale indicating that wetland is directly sbuttiyIg an
Provide acme estimates for jurisdictional wetlands in the review area:; 6.5acaes.
5e Wetimmdis aa�gffi�emt to bsmt;,m®t- aIIitr�tly m�iadtimg.mm HI�W tRnat ill ®cw dialy®¢ imdary imo�,'II'AT@V�. .
Wetlands that danot diiti'cily 'abut ara IYPtri1, but.wleenfconsid�d an combination withthe tributary to which they ere adjacent and With
silg± situated adjacent "wet�nds; have.a sigriificacit nexus �niitln a 1�i1$% ane jurisidiction6sl. Data ssapporting s-oonclusion is'
provided at:section III:C.
:Provide actzge estimates fdr jurisdictiondl vitedands in,the review Brea: Il.Sacres.
6. W6damdsa emt :Wmom -RPWs that ffiew directly mr lmder.ectly AR tm TIM /s.
W ,mdjacent t0 •Such`watm, and•13ave when considered in comabioidon'witWhe tributmy to,which they are 4jace3nt and wi&
sire larly.,situated:adjadeirt wetlands, have.a sal nifn�as nexus with a T'lb?W are jugisdictional.,Data sup�ortmg•this conclusion is
provide4ei sectibmill.C.
k'rovide estlr "a`a s ear jnnrisdictional rJetl��ds i�2 tlae review area: acres.
7. lipoumdmaemts of:yoatriQ�lisLg °mai.v�e2lt,�
Aa rgeneral role, ihe:i�-rpp6lin dme nt of aymtisdietional ii nt ey penna� ,p� cVictioraad:
;� - Demonsirate,that impoundment was 0-mated`fromn " kbi'drs of the U.S'".dr
F1 Dcranoans,_Oate.thet viater meets the criteria. for one oeiras� catego ies presented above (1-6), or
Denonstrate.that v✓ater ns isol_ated with a'nckans to coke (see E below).
lu. II� ®i�AT +SID ( IIlt1` II` S7t" �` lrld,® 11eIL�V, 1[' L�AmS' IlA�- �B' 1�/ t�T) 1P�9II1�1ar I[; rtJ1Nl��G�fiS�DiLI a' ��ID' �F/ lE�° IG1�leTID�;' If�� ',QJ�L�',ID)1v���'A..IDI�.Ti ®hl'
�Jl�'ID�S'll'II81Ii(CfitII ®RT ®�' �ff1kI[I[� (CtZDi�ILID :'� __w � �"ll°'L�T'1laL�'�''lt��`� � ®PlitldLyi'��L�, FI��C iG'i1T11DILiQii� �llsi�r SU�i�{ Tit/�'I['�+'1R� (�t��fi�
ALL Tt'IB kT AI?pL,0.IO
fD which are or do?ild be used'by interstate or §oreign travellers for recreational or ®flier purposes
Cj from which fish or,shellfesh are or.could be taken an&sold in,inteistste or forei,Ts commmrce.
� wiaidh�are or cmrlldbe I used,for,industaiahpunsposcs by'endustries'nrr isetesst�te d ©ratUec�rce.
np rstate isolated. �vatets. Explain:
j Other.eactors. Ekplam:
IIalemwy water body amdi sUMMArrize Qatl®maie seppey i deferM' Inatn®mo
Provide, estimates •for'jurisdicdonal'svaters,in the review area (checic:alkhat apply):
M, T°ributary'watets: linear feet width (ft),
'See Footnote, #3
9 Tacompld&the analysis refer to the key its Section IPP:ID.6�oz tl ie�fi�trase nua7¢ad,CaaudePiooPc.
10 0rier to aSsiimn ff or' dieaftipg,cwA jUN-1i3didI ©01 klSc i C61e1y Omfthls'CaC%Q� y, ffie action b, Uirps nad EPA H%fai' 6'evgevv
COaCI82Qnt Wkh 91a¢ PTOCOS desCrib(.-I Im trhg C- c- rpacIE A lifes2a®r&,n dura Pdegati!finw CWA Ad.iTt: lcde z FoIIaowhgg duepana,%

Other n��rJetland ��raters: acres.
Identify type(s) of wate%S.
We lemmds: ' acres.
K. N.ON°.RU!S.°ISDRICRIONAL ATIERS',uLVCL _ -II G CWJCi19 .lEl.IVDSIM1CSYeCK ALL THAT APPLY).
1'f,potential wetlands were assessed :MO —i n the review aarea, these areas did riot gaeet the criteria in the'19O Ceps of �agineers weila nd
lklineatdon Manual and /or approf i ate Regional Supplement&
Review areaencluded isolated waters'wsath no substantial nexus to int�stafe (or foreign)'. couunerce.
® Prior to the jan 2001 Supnme Co& _de"on in "Spv,41VCC," the revieW,azea woulddhaae been-regulated basad sole on,the
'I Migratory Bard Rule" (MBR).
j� Dilaters do'not meet the "Significaai, 'Nexas "standard, ,,,There such a finding is required for jurisdiction. F Tj*:
Other. (gsplifii, if not.. covered above):
Pra Ade,aacreaige estimates for, ixu:the review the solo potential,,basis�bf jurisdiction,is the- "MIR factors 6.0.,
presence of ---ii on birds, presence of endangered species, use of water for,frrigated,agricultum), using <besi professioaual judgment (checkall
that apply):
[] Non- wetlead watees (i.e., rivers, sf wms): linear feet width (ft). L dws/ponds: acres.
Q Othernoa- wetiand•waters: &=& -,Lash type of aquatic aesource:
Wetlands: acres.
ProAde =mF- esFimates,for non jurisdietiong waiersIn the review area that'd&not,meet the' "Signdficaaat Nexus " +scaradsfd, where suc�a a
finding is regwad for jt�aisdiction(chelc•ah t3Eat apply):
j Non- wetlmd waters (i.e.,,rivers, Streams): lindat�feet, width
L alces{poaai><s: aMs.
. Otter noh- vifodand wa t us: acres. List type of aquatic resource:
Wetlands: acre.
S1F Q'fiQD1V U. RATA SOURCES.
A. SU7IlHPQDiF'Il'lt G l DATA. ➢DMta stevuewvred,ffor M (cheelk, &B thst mppRy - chec}ced items shall be included im case Me,and, where checked and"
�requested, appropnsteljreference ,sourcesibelo"O:
® Maps,•,plaa®s,,pl ,plat subanitted'by'or
on.bdudf of the applicant(consulta nt:PCS'Wetland Maps:
'119a =sheets prepared /mbngtted by or by beh&,df the ;applicant /consultant.
®,ice coafo ®rswveth;data'sahecW /delineaticm report
® Office does :not concur with -data sheets /delkeation report.
3 Daft sheets pMpa€ed by the Corps
0 Coops navigablemaatmr study:
U.S. Cbeologic*ISuviey' ydrologic AYlaas:
EJ USCS•A ID data.
® USCaS S and ii ig# EgUC maps.
U- S.C760logicOSurvey.rnap(s).Cit ;scaledL asad •naarrae:200tD °ll�anarapolns.
><JSDA Naturral`Lgeso� res'�oszsaeration Serer Soso Saar ey.,Catmtiomm:NCSB li fie.,
lalaneiorual n�tls%�s a7ventar(s). CiYe:bar?a°:
Smote% dACal- wedlaa�diaa�rerai��imap(s): .
0 1 00-yCar'Flomiplain Pleration is: (NationeIGeodectic Vertical Datum o_° 1929)
Phbtographs: O.-A-ma (!\lame &. Date):Cebarrus County GIS /2009.
or Cl Othear (Name & Date):
Previous deter aawati6n(s). File no. aand4aw of response letrer
Applicable/supporting case lave:'
A.ppllcable /suppordiRa,scie to f c ldtera=e:
Other information (please specify):
3- AUDI NTI[[dNA1L COR 1 ENTS rG'SUJIP FORTi M.

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