20141016 Ver 1_401 Application_20140914

�) CWS
Camhna Wetland Servuzs
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
704 -527 -1177 - Phone
704 -527 -1133 -Fax,
TO:, Ms Karen Higgins
NCDWR — NC DWR, 401 & Buffer °Permitting Unit
512 N Sahsbury St
9th Floor, Archdale Building
Ralelgh,NC 27604
Date 9/19/2014
CWS Project # 2013 -3255
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: ®Attached ❑Under separate�cover Via the following items:
❑ Pints ❑ Plans ❑ JD Package ❑ Specifications
❑ Copy ofletter ❑ Change order ❑ Wetland Survey N Other
IF ENCLOSURES ARE?NOT AS'NOTED; KINDLY NOTIFY US AT,ONCE'
a
MLEM
NOMM
I t e
1
9/18/14
5
Application for WQC' 3884
2
9/18/14
1
Application Fee,($570)
THESE ARE TRANSMITTED as checked below:
NFor approval ❑Approved as submitted ❑Resubmit copies for approval
NFor your °use ❑Approved as noted ❑Submit _ copies for distribution
❑As requested ❑Returned for corrections ❑Return corrected prints
❑For review and comment ❑For your verification and signature
REMARKS. Karen, Please find attached five copies of the Preconstructlon Notification and application for
WQC 388316r',the North Prong Clarke Creek'S'ewer Project A check for the application fee of $570 Is also attached
Copy to:
File
Thank 6�"
Thomas Blackwell, PWS
Senior Scientist
NORTH CAROLINA • SOUTH CAROLINA

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name North Prong Clarke Creek Sanitary Sewer
2. Name of Property Owner /Applicant: Charlotte - Mecklenburg Utilities Dept., POC: Mr. George Brant
'3. Name of Consultant/Agent: Carolina Wetland Services, Inc. Mr. Thomas Blackwell, PWS
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: south of Ramah Church Road to Huntersville- Concord Roadand south of
Huntersville- Concord Road to confluence of South Prong Clarke Creek in Huntersville, NC
6. Subdivision Name: n/a
7. City: Huntersville _
8. County: Mecklenburg
9. Lat: N35.4187720 Long: W80.803198° (Decimal Degrees Please
10. Quadrangle Name: Cornelius, NC, dated 1996
11. Waterway: North Prong Clarke Creek and UTs to North Prong Clarke Creek
12. Watershed: Yadkin (I U# 03040105)
13. Requested Action:
X Nationwide Permit # 12
General Permit #
X Jurisdictional Determination Request
Pre - Application Request
The following information will be completed by Corps office:
AID: '
Prepare File Folder ,Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site /Waters Name:
Keywords:

LCWS
Carohna Wetland Services
September 18, 2014
Mr. William Elliott
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC'28801
550,E WESTiNGHOUSE;BLVD,
CHARLOTTE, NC 28273
866- 527=1177(office)
704 - 527- ir133'(fax)
iMs. Karen Higgins
NCDWR — Wetlands and Stormwater Branch
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
Subject: Jurisdictional,Delineation and Request for Veri'ficati'on and Pre- Construction
Notification Pursuant to Nationwide Permit No. 12 and Water Quality
Certification No. 3884,
North Prong Clarke Creek Sanitary Sewer
Huntersville, North Carolina
Carolina Wetland Services Project No. 2013 -3255
The North Prong Clarke Creek Sanitary Sewer project is located in Huntersville, North Carolina
(Figure 1. USGS Site Map, attached). The purpose of this project is to construct approximately
12,470 linear feet of sanitary sewer line, ranging in diameter from 1;8 to 24 inches. Under a contract
with Charlotte - Mecklenburg Utility Department (CMUD), Stantec has subcontracted Carolina
Wetland Services,, Inc (CWS) to provide Section 404'/401 permitting services for thin project
Applicant Name:, Charlotte- Mecklenburg Utility Department
Contact Name: Mr. George Brant
Mailing Address: 5100 Brookshire Boulevard, Charlotte, NC 28216
Phone Number of Owner /Applican't: 704 - 391 -5170
Street Address of Project: south of Ramah Church Road to-Huntersville-Concord Road and south of
Huntersvifle- Concord Road to confluence with South Prong Clarke Creek in Huntersville, NC
Waterway: North Prong Clarke Creek and UTs to North Prong Clarke Creek
Basin: Yadkin (HU# 03040105)
City: Huntersville
County: Mecklenburg
Decimal Degree Coordinate Location,of Project'Site: N35.418772 ,, W80 :8034980
USGS Quadrangle Name: Cornelius, North Carolina, 1996
Current Land Use
The North Pron&Clarke Creek Sanitary Sewer project corridor is approximately 13 acres in extent.
The project corridor runs southeast from the Ramah Church Road to Huntersville- Concord Road and
south to the confluence of South ProngClarke Creek in Huntersville, North Carolina (Figure 1. USGS
Site Location Map, attached) The project area consists of forested and agricultural floodplam,
adjacent to North Prong Clarke.Creek Typical on -site vegetation include green ash (Fraxinus
pennsylvanica), box elder (Acer�negundo), sycamore (Platanus occidentahs), red maple (Acer
NORTH,CAROLINA ' SOUTH CAROLINA
WWW CWS- INC.NET

North Prong Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 and Reauest for Verification CWS Project No. 2013 -3255
rubrum), willow, oak (Quercus phellos), and cottonwood (Populus deltoides). An aerial photograph of
the projectis.attached (Figure 2).
According to the Soil Survey of Mecklenburg County' (Figures 3 and 4. NRCS Soil Survey Maps,
attached), on -site soils consist of members of the Cecil, Enon, Monacan, Pacolet; and Wilkes soil
series Cecil, Enon, Pacolet, and Wilkes soils are typically associated with uplands. Monacan soils
aretypically associated with drainageways and low areas. Monacan soils are listed in the North
Carolina Hydric Soils List for Mecklenburg County' and the National Hydric Soils List' as having the
potential for hydric inclusions. Over 92 percent of the project corridor is located on Monacan soils.
Soil units occurring on,the site are summarized in Table 1, below.,
Table 1. On -Site Soils
,Soil Series
Mapping
Unit
Drainage Class
Hydric
Percentage of
Status
Project Area
Cecil sandy clay loam, 8 to 15%
CeD2
Well drained
Non - hydric
27%
slopes
Enon sandy loam, 2 to 8% slopes
EnB
Well drained
Non - hydric
10%
Enon sandy loam, 8 to 15 %,slopes
EnD
Well drained
Non - hydric
26%
Monacan Soils
MO
Somewhat poorly
Hydric *'
923%
drained
Pacolet sandy loam, 15 to 25 %o
PaE
Well drained
Non - hydric
0.7%
slopes
Wilkes loam, 15 to 25% slopes
WkE
Well drained
Non - hydric
0 6%
* Soils which are primarily non hydric, but which may contain hydric inclusions
Jurisdictional Determination
On March 14 and 21, 2014 CWS scientists Gregg Antemann, Professional Wetland Scientist (PWS)
and Kelly Thames, Wetland Professional in Training (WPIT) delineated jurisdictional waters of the
U.S. within the project area (Figure 5,,aftached). Jurisdictional areas were delineated (flagged in the
field) using the U.S. Army Corps of Engineers (USACE) Routine On -Site Determination Method
This method is defined in the'l987 Corps of Engineers Wetlands Delineation Manual', the 2007
USACE,Jurisdictional Determination Form Instructional Guidebooks, with further technical guidance
from the Eastern Mountains -& Piedmont Regional Supplement', dated April 201'2. A Wetland
Determination Data Form representative of non jurisdictional upland areas is attached as DP 1.
Wetland Determination Data Forms representative of on -site jurisdictional wetland areas -are attached
(DP2 to DP6). The locations of these data points are:identified as DP 1 to DP6 on Figures 6 to 9
(attached).
i United States Department of Agriculture (USDA), 2013 Soil, Survey, of Mecklenburg County, North Carolina
z United States Department of Agriculture —Natural Resources Conservation Service, 1999 North, Carol ma-jHydna,Soils List, USDA -
NRCS North Carolina State Office, Raleigh
3 United States Department of Agriculture —Natural Resources Conservation Service, 2010 2010 National Hydric Soils List by State
° Environmental Laboratory 1987 "Corps of Engineers Wetlands Delineation Manual ", Technical Report Y -87 -1, US Army Engineer
Waterways Experiment Station, Vicksburg „Mississippi
5 USACE Jurisdictional Determination Form, Instructional Guidebook 2007 `USACE Regulatory National Standard Operating Procedures
for conducting an approved Jurisdictional determmatiom(JD) and documenting practices to support,amapproved JD USACE Headquarters,
Washington, DC
6 US Army Corps of-Engmeers, April 2012 Regional Supplement to -the Corps of Engineers Wetland Delineation Manual Eastern
Mountains and Piedmont Region US Army Engineer Research and Development Center,'Vicksburg, Mississippi
2

North Prong Clarkekreek Sanitary,Sewer September 18, 2014
Nationwide Permit No. 11and Request for Verification CWS'Proiect No. 2013 -3255
Jurisdictional stream channels were classified,according to recent USACE,and North Carolina
Division of Water Resources (NCDWR) guidance. These classifications included sampling°with a D-
shaped dip net, taking photographs, and defining approximate breakpoints (location at which a
channel changes classification) within each on -site stream channel.
Results
The results of the on -site field investigation conducted by CWS indicate that there are five
jurisdictional stream channels (Streams A — E) and five jurisdictional Wetlands (Wetlands AA — EE)'
located within the project corridor (Figures 5 — 9, attached) On -Site jurisdictional waters include
North Prong Clarke Creek and unnamed tributaries to North Prong Clarke Creek. North Prong Clarke
Creek is' located in the Yadkin River basin (HU #'03040105)' and is rated "Class C Waters "`by the
NCDWR. According to the NCDWR, Class C Waters are defined as. "Waters protected for uses such
as secondary recreation, fishing, wildlife, fish consumption, aquatic life including_ =propagation,
survival andi maintenance of biological integrity, and agriculture:,"
On -Site jurisdictional waters of the U.S. total approximately 0.40 acres (17,424 square feet),
including 353 linear feet of jurisdictional stream channel. On -Site jurisdictional waters of the U S..are
summarized in Table 2 below.
Table 2. On-,Site Jurisdictional Waters of the U.S.
7 "`HU4,1 is the'Hydrologic Unit Code U'S Geological Survey, 1974- Hydrologic Unit Map, State of North Carolina
3
Jurisdiction
Stream
NCDWR,
USACE,
App'rox.
Jurisdictional`
-
Class.
Stream
Stream
Length
A rox.
pp°
Figure
USACE-
Intermittent/
Feature
Point
Class'.
Assess:
Linear'
Acreage
No.
-
cats
Perennial
(SCP)
Score
Score
Feet,(lf)
(ac.)
asap
Classification
°
Stream A
Perennial
(North Prong
Perennial
SCPI
49
73
80
002
7 & 9
Clarke Creek
RPW
Stream B
Perreennial
Perennial
SCP2
325
43
54
0.004
6
Stream C
Perennial
Perennial
SCP3
39
44
44
0 004
8
Stream D
S RPWal
Intermittent
SCP4
20.5
39
46
0 003
8
Stream E
SeWal
Intermittent
iSCP,5
-24.5'
37
129
0006
9
On -Site Stream Total:
3531f
0.04 ac
Jurisdiction
UACEPA`apnos
' "AAPPoz
°(D
i gU a i =e ,
1. Feature
Classification
Data'Point P)
creage�
=
°.N' -
ac:
Wetland AA
Directly Abutting RPW
DP2
0.04
6
Wetland BB
Directly Abutting RPW
DP3
0 -21
6
Wetland CC
Directly Abutting RPW
DP4
002
7
Wetland DD
Directly Abutting RPW
DP5
001
8
Wetland EE
Directly Abutting RPW
DP6
008
9
On- Site'Wetland Total:
0.36
acres
7 "`HU4,1 is the'Hydrologic Unit Code U'S Geological Survey, 1974- Hydrologic Unit Map, State of North Carolina
3

North Prong Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 and Request for Verification_ CWS Proiect No. 2013 -3255
Perennial Relatively Permanent Waters
Perennial Relatively Permanent Waters (RPWs) are those that typically have year -round flow These
streams typically have greater biological resources than Seasonal RPWs and Non -RPWs an d are capable of
supporting those resources that require perennial flow. This section describes the on- site,Perennial RPW
Streams and the field observations supporting these determinations.
Stream A (North Prong Clarke Creek) parallels the project corridor and crosses the project corridor in
two locations. Stream A is on site for a total of approximately 80 linear feet(Figures 5, 7, and 9
attached). Stream A was determined to be a perennial stream and exhibited strong flow, strong bed and
bank, substrate consisting of coarse sand and gravel with bedrock outcrops, and an average ordinary high
water width of 10 to 15 feet. Biological sampling within Stream A revealed a moderate presence of
macrobenthos, crayfish, and amphibians, and a.weak presence of fish. Stream A was classified as,a,
Relatively Permanent Water with Perennial Flow (RPW) according to USACE/EPA guidance. 'Perennial
RPW Stream A scored 73 out of a possible 100 points on the USACE Stream Quality Assessment
Worksheet and 49 out of a possible 69.5 points +on the NCDWR Stream Classification Form, indicating
perennial status (SCPI, attached). Photograph A (attached) is representative of Perennial RPW Stream A.
Stream B is an unnamed tributary to Perennial RPW Stream A and is on site for a total of approximately
54 linear feet (Figures 5 and 6, attached). Stream B was determined to be a perennial stream and
exhibited strong flow, moderate bed and bank, strong presence or iron oxidizing bacteria, and an average
ordinary high water width of two to four feet. Biological sampling within Stream A revealed a strong
presence of amphibians, a moderate presence, of macrobenthos and amphibians „and,a weak presence of
fish. Stream B'was classified,as a Relatively Permanent Water with Perennial Flow (RPW) according to
USACE/EPA guidance. Perennial RPW Stream B scored 43 out of a possible 100 points on the USACE
Stream Quality Assessment Worksheet and 32.5 out of a possible 69.5 points on the NCDR Stream
Classification W
cation Form, indicating perennial status (SCP2, attached). Photograph B (attached) is °representative
of Perennial RPW Stream B.
Stream C is an unnamed tributary'to Perennial RPW Stream A and is on site for a total of approximately
44 linear feet,(Figures 5 and' 8, attached). Stream,C was determined to be �a perennial stream and
exhibited strong flow, strong bed and bank, strong presence of iron oxidizing bacteria, and an average
ordinary high water width of three to five feet. Biological sampling within Stream C revealed a moderate
presence of amphibians and a weak presence of macrobenthos and crayfish. Stream C was classified as a
Relatively Permanent Water with Perennial Flow (RPW) according to USACE/EPA guidance Perennial
RPW Stream C scored 44 out of a possible 100 points, on the USACE Stream�Quality Assessment
Worksheet and 39 out of a possible 69 5 points on the NCDWR Stream Classification Form, indicating
perennial status (SCP3, attached). Photograph C (attached) is representative +of Perennial RPW Stream`C
Seasonal RPWs
Seasonal RPWs are those streams that,exhibit continuous flow seasonally. This flow regime is the result of
a lowering of the water table during dry periods that stops groundwater discharge to the stream channel.
Seasonal streams do not typically support aquatic life requiring year -round flow to support reproductive and
maturation stages. This•section,describes the on -site Seasonal,RPW Streams andythe field observations
supporting these determinations
Stream D is an,unnamed tributary to.Perennial RPW Stream A and is on site for a total of approximately 46
linear feet (Figures 5 and 8, attached). Stream D exhibited moderate flow, a two to four foot average
ordinary high water width, substrate consisting of sand and mud, a moderate presence of amphibians, and a
weak presence of crayfish. Stream D was classified as a.Relatively Permanent Water with Seasonal Flow
4

North Prong Clarke Creek Sanrtary,Sewer I I September 18,2014
Nationwide Permit No. 12 and Request for Verification CWS Project No. 2013 -3255
(RPW) according to USACE/EPA guidance. SeasonalRPW Stream D scored 39 out of a possible 100
points on the USACE Stream Quality Assessment Worksheet and 20:5 out of a possible 69 5 points on the
NCDWR Stream Classification Form; indicating intermittent status (SCP4, attached). Photograph D
(attached) is representative -of Seasonal RPW Stream D. -
Stream E is an unnamed tributary to Perennial RPW Stream A and is�on site for a total of approximately
129 linear feet,(Figures 5 and 9, attached). Stream E exhibite&moderate flow,;a one to three foot average
ordinary high water width, substrate consisting of sand and mud, and a weak presence of crayfish and
amphibians. Stream E was classified as a Relatively Permanent Water with Seasonal Flow (RPW)
according to USACE/EPAguidance. Seasonal RPW Stream E scored 37 out,of a possible 100 points, on
the USACE Stream - Quality Assessment Worksheet and 24.5 out of a possible 69.5 points on,the NCDWR
Stream Classification Form, indicating intermittent status (SCPS, attached). Photograph E (attached) is
representative of Seasonal RPW Stream E.
Wetlands
The USACE and,the Environmental Protection Agency (EPA),define wetlands as: "Thosemreas that are
inundated or saturated by surface or groundwater at a frequency and,duration sufficient to,support, and that
under normal circumstances do support, a prevalence of vegetation - typically adapted for life in saturated
soil conditions."' The USACE uses three parameters to identify jurisdictional wetlands. These parameters
are as'follows: 1) Hydrophytic Vegetation, 2) Wetland Hydrology, znd.3) Hydric Soils. Except in certain
atypical situations, all three parameters must be present in order for an area to be determined to be a
jun §dictional wetland. This, section describes each on -site jurisdictional wetland and the field observations
that led to their °determinations.
Wetland AA,is a linear, palustrine emergent wetland (PEMIE)9, approximately 0.04 acre in extent,
and is located directly abutting Pefennial,Stream A (Figures 5 and 6, attached). Wetland AA exhibits
gleyed soils (Gleyl 4/10Y), surface water up to three inches, an algal mat, wetland' drainage patterns,
crayfish burrows, and saturation within the upper six inches of the soil profile. Dominant vegetation
includes, soft rush (Juncus effusus), shallow sedge (Carex lurida), and wool grass,(Scwpus cypermus).
A portion of Wetland AA has been significantly disturbed ,by agriculture. A Wetland Determination
Data Form representative of Wetland AA is attached as DP2. Wetland AA was determined to be
directly abutting Perennial RPW Stream A. Photograph F (attached) is representative of Wetland AA
Wetland BB is a palustrine forested wetland (PFO1 E)10, approximately 0.21 acre in extent, and is
located directly abutting Perennial Stream A (Figures 5 and 6, attached). Wetland BB exhibits low
chroma soils `(10YR,4/2) with common; distinct mottles (7 5YR 4/6), surface water up to seven inches,
water - stained leaves, wetland drainage patterns, crayfish burrows, and saturation within the upper six
inches of the.soil profile. - Dominant vegetation in this,wetland includes red maple, slippery elm
(Ulmus rubra), shallow sedge, and poison ivy (Toxocodendron radicans) A Wetland Determination
Data Form representative of Wetland BB is attached as DP3. Photograph .G (attached) is
representative of Wetland BB
Wetland CC is a linear, palustrine, forested wetlan&(PF01E), approximately 0.02 acre•in extent, and
is located directly abutting Perennial RPW Stream A (Figure 5, and 7, attached). Wetland CC exhibits
8 Environmental Laboratory 1987 "Corps,of Engineers Wetlands Delineation Manual ", Techmcal Report Y -87 -1, US Army'Engmeer
Waterways Experiment Station, Vicksburg, Mississippi
9 Cowardm, L M , V Carter, F C Golet, E T LaRoe 1919 Classification of wetlands,and deepwater habitats of the United States U S
Department of the Interior, Fish and Wildlife Service, Washington, D C
10 Cowardm, L 1M , V Carter, F C Golet„E T LaRoe 1979' Classification of wetlands and deepwater habitats of the United States U S
Department of the Interior, Flsh'and Wddhfe:Servlce, Washington, D C
5

North Prong Clarke Creek Sanitary,Sewer September'18, 2014
Nationwide Permit No. 12.and Request for Verification CWS Proiect No. 2013 -3255
low chroma soils (IOYR 511), surface water up to three inches, water-stained leaves, and saturation
within the top six inches of the soil profile Dominant vegetation in these wetlands includes red
maple, sweetgum (Liquidambar styraciflua), green ash, and Japanese honeysuckle (Lonicera
japonica). A Wetland Determination Data Form representative of Wetland CC is attached as DP4.
Photograph H (attached) is representative of Wetland CC.
Wetland DD is a linear, palustrine emergent wetland (PEMIE), approximately 0 01 acre in extent, and
is located directly abutting Perennial Stream A (Figures 5 and 8, attached). Wetland DD exhibits
gleyed soils (Gley1 4/10Y), surface water up to two,inchesi water - stained leaves, wetland drainage
patterns, crayfish burrows, and saturation within the upper six inches of the soil profile. Dominant ;
vegetation includes swamp.rose (Rosa palustris), whorled pennywort (Hydrocotyle verticillata), soft
rush, and shallow sedge. A portion of Wetland DD has been - significantly disturbed by agriculture. A
Wetland Determination Data Form representative of Wetland DD is attached as DP5. Wetland DD
was determined to be directly abutting Perennial RPW Stream A. Photograph I (attached) is
representative of Wetland DD
Wetland EE, is a palustrine forested wetland (PFOIA), approximately 0.08 acres in extent, and is
located directly abutting Perennial RPW Stream A (Figures 5 and, 9, attached) Wetland EE exhibits
low chroma soils (7.5YR 5/2) with common, distinct, mottles (5YR 5/8), water - stained leaves,
saturation within the upper 12 inches of the soil profile, oxidized rhizospheres, wetland drainage
patterns, and crayfish burrows Dominant vegetation within Wetland EE includes red.maple, tulip
poplar (Liriodendron tulipifera), spicebush (Lindera benzoin), box elder, and Japanese honeysuckle.
A Wetland Determination Data Form representative of Wetland "EE is attached as DP6. Photograph J
(attached) is representative of Wetland EE.
Agency Correspondence
'Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on July 9, 2014 to determine
the presence of any areas of architectural, historic, or archaeological significance that would be
affected by theproject. As of the date ^of this submittal, a response from the SHPO1has not;yet been
received. CWS,also consulted,the SHPO online GIS- service" and the Charlotte Mecklenburg Historic
Landmarks Commission 12 database,and found one,site,ofhistorical significance withm,the =project
limits. -
The Charlotte - Mecklenburg Historic.Landmarks,Commission (CMHLC) includes the Oehler Nature
Preserve on its list of historic properties in Mecklenburg'County (CMHLC, 2012). 'The property
known as the Oehler Nature Preserve is located at 14401 Huntersville- Concord'Road,along
Huntersville- Concord Road in Mecklenburg County, North Carolina. The project corridor crosses the
northern portion of this property.
The proposed project will temporarily impact the northern portion of the Oehler Nature Preserve
which is designated as'a historic landmark by the CMHLC Impacts4o this property will be
temporary. All grades will be returned to their pre- construction condition. Therefore, there will be no
significant impacts to the Oehler Nature Preserve.
http //gis ncdcr gov/hpoweb/ Accessed July 9, 2014
12 http //www cmhpf org/homehistoncproperties htm Accessed'July 9, 2014
6

North Prong Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 11and Reguest4or Verification CWS Project No. 2013 -3255
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program ( NCNHP) on July 9, 2014 to
determine the presence of any federally - listed, candidate endangered, threatened species or critical
habitat located within the project area As of the date of this submittal, a response from the NCNHP
has not yet been received. Additionally, CWS consulted Element Occurrence -sites provided by
NCNHP and found no occurrences -of protected species within theprcject limits.
Purpose and Need for the Project
The purpose of the project is to construct.approximately 12,470 linear feet (LF) of 18 -inch through
24 -inch trunk sewer along North Prong Clarke Creek and to eliminate an existing sewage lift station
(Ramah Church Road Lift Station). This project is required to provide sewer service for future
development to take place south of Ramah Church Road. The entire basin to be served is
approximately 2,500 acres. Of the 2,500 acres, approximately 1,000 acres is currently being served by
the existing lift station, which will be abandoned. The proposed sanitary•sewer will tie into the
existing sewer located at the Ramah Church Road Lift Station and will extend downstream,
paralleling North Prong Clarke Creek until tying into the existing Clarke Creek Sewer, Phase IV
outfall near the confluence-of North Prong Clarke Creek and Clarke Creek; from there wastewater will
be carried to the Rocky River trunk sewer system for treatment at WSACC's Rocky River Regional
WWTP located in Cabarrus County. The proposed sewer has been designed to handle flows for the
build -out of the service area based on existing zoning. The proposed project will consist of gravity
sewer only. No new pump stations are proposed Table 3 below, summarizes the proposed pipe sizes
and lengths for the project. The projected average daily wastewater flow is estimated to be 1.52
million gallons per day (MGD) at build -out The peak wastewater flow at build -out is projected to be,
approximately 5 12 MGD.
Table 3. Proposed Pipe Diameters and Lengths
Pipe Diameter (inches)
Lengths (linear feet)
18
7,550
24
4,920
TOTAL.
12,470 linear feet
The proposed North Prong Clarke Creek Sanitary Sewer is necessary for many reasons The project
will serve the North Prong Clarke Creek drainage basin area, which encompasses approximately 2,500
acres in Mecklenburg County, within the greater Clarke Creek drainage basin. The proposed sanitary
sewer will continue to serve current demand, serve approved future development, and to eliminate the
existing Ramah - Church Road Lift Station.
It -is necessary to install the proposed sanitary sewer prior to the construction of the approved
development. It is preferable, from a water quality perspective, that sewerage from the future
development be treated at a regional wastewater treatment plant rather than relying on private systems
or septic systems. Sewage will be transported by gravity downstream to be treated at the WSACC
Rocky River Regional WWTP.
Avoidance and Minimization `
Impacts to on -site jurisdictional waters of the U.S have been reduced to the maximum extent practicable.
The North Prong Clarke Creek Sanitary Sewer project has been designed -to avoid, impacts to
jurisdictional waters of the U.S. wherever,posslble,and minimize the extent of necessary impacts to
7

North Prong Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 ^and Reguest,for'Veri6cation CWS ProiecrNo. 2013 -3255
jurisdictional waters. The following paragraphs outline the avoidance, and minimization efforts
undertaken during the planning and design,phase of this project
Avoidance
Jurisdictional Waters,of the U.S. have been avoided wherever possible. Other�constramts on the,
sewer route were also taken into account. These constraints include significant trees, site topography,
and geology. In addition, anthropogenic constraints such as °the proximity to drinking water °wells,
dwellings, and swimming pools were also taken into account.
An Alternatives Analysis was performed to determine the least damaging environmental alternative
that -meets the primary goal'of°the project. The goal of the project is to provide public sewer service to
the North Prong Clarke Creek basin. A no -build alternative and two potential route alignments were
assessed. Descriptions of each of the alternatives are given below.
No Build Alternative
Initially, a no -build alternative was considered. This alternative would result in the continued reliance
on septic systems to support current and ongoing development,in the North Prong Clarke Creek basin.
With the continued growth in,Huntersville, and northern Mecklenburg County, a no -build alternative
would result in a continued proliferation of private pump stations and package`treatment plants to
serve the development that is occurring within the basin. The need for public sewer service and the
preference for regionalization of wastewater systems, with the anticipated subsequent increased ability
to effectively monitor and maintain wastewater transport and treatment.in the service area, rendered
the no- action alternative impracticable. Therefore, the no -build alternative was eliminated from
further consideration, since it would not be reasonable or,feasible given the projected growth, and
ongoing and future development within the service area.
Route Alignment I
The project's original design alignment starts at,the existing Clarke Creek trunk sewer and proceeds
upstream parallel to the left bank of North Prong'Clarke Creek. The alignment crosses North Prong
Clarke�Creek approximately 75 feet downstream of Huntersville- Concord Road and continues
upstream parallel to the right bank of North Prong Clarke Creek. Alignment I proceeds upstream on
the right bank to its terminus just north of Ramah Church Road at an existing pump station. Figure 10'
(attached) shows the location of Route Alignment 1
Route Alignment 2
The second potential design, alignment starts, at the existing Clarke Creek trunk sewer and proceeds
upstream parallel to the left bank of North Prong Clarke Creek. The alignment crosses North Prong
Clarke Creek approximately 1,060 feet downstream of Huntersville- Concord Road and continues
upstream parallel to the right bank of North Prong Clarke Creek Alignment 2 proceeds upstream on
the right bank to its terminus just north of Ramah Church Road at an existing pump station Figure 1'0
(attached) shows the location of Route Alignment 2.
Comparative Evaluation of Route Alternatives
After eliminating of the no -build alternative, the options for constructing a sanitary sewer in the North
Prong Clarke Creek basin to tie into the existing Clarke Creek Sewer, Phase IV were considered. This
sewer would ultimately deliver wastewater from the North Prong Clarke Creek basin to the Rocky
River trunk sewer system for treatment at Water and Sewer Authority of Cabarrus County's
(WSACC) Rocky River Regional WWTP located in Cabarrus County. The proposed sanitary sewer
8

North Prong Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 and Request for Veriflcatiom CWS Proiect'No. 2013 -3255
has beemsized to accommodate flows resulting from the build -out of the basin based on current
zoning and approved development.
Constraints identified in identifying a potential alignment were largely based on a literature review
and a preliminary wetlands field determination by CWS. The primary goal of the design effort was to
develop an alignment that would avoid or minimize potential impacts to wetlands, watercourses, steep
slopes, cultural resources, riparian buffers, and other identified environmental constraints, to the
maximum extent practicable, without compromising engineering requirements None of the build
alternatives result in "significant" impacts to the human, cultural, or natural environment. Potential
impacts to the human and natural environment were less for Route Alignment 2. Table 3 summarizes
the impacts-for each route alternative.
Table 4. Sum -ary of Route Alternative Impacts
Impacts to jurisdictional stream channels and jurisdictional wetlands were greater for Route
Alternative 1. This is the result of additional impacts to a perennial stream channel and a wetland
located on the left bank of North Prong Clarke Creek, downstream of Huntersville- Concord Road
(Figure 11, attached). Route Alignment 1 would result in six crossings, of-j urisdictional stream
channels totaling 45 linear feet of permanent impacts and impacts to six jurisdictional wetlands
totaling 0 2 acre of permanent impacts. Route Alignment 2 will result in only five crossings of
jurisdictional stream channels totaling 45 linear feet of permanent impacts and impacts to five
jurisdictional wetlands totaling 0.12 acre of permanent impacts. Route Alignment 2 will result in the
least amount of impacts to jurisdictional waters of the U.S.
Both route alignments will result in temporary disturbance to FEMA- regulated floodplams. There
will be no above grade fill and all floodplain impacts Will be temporary as all impacted areas will be
returned to their pre - construction grades. '
Recommended Alternative
Route Alignment 2 (Figure 12, attached) was identified as the Recommended Alternative for the,
North Prong Clarke Creek Sanitary Sewer project. The Recommended Alternative was developed by
Stantec in cooperation with CMUD, and CWS This alignment was created from the best avoidance
and minimization attributes of the alternatives. Alignment 2 minimizes the impacts to jurisdictional
wetlands and stream crossings. Furthermore; the proposed alignment provides for a more equitable
division of the burden of the proposed sewer easement among local landowners In areas where
impacts to jurisdictional waters of the U.S. are unavoidable, steps have been taken to minimize both
the extent and severity of the,impacts.
Minimization
The construction corridor, will, not exceed the 40 -foot maximum corridor width through wetlands as a
condition of the Section, 401 Water,Quality Certification. The construction corridor has also been
G]
- Impactd to, _ °
_ linpiewto
;Wetlaii&'
Stream's
Route Alternative 1 `'
0 20 acre
45 If
Route Alfern"ative 2
(Recommended), '
0 12 acre
45 If
Difference
0.08 acre
0 if
Impacts to jurisdictional stream channels and jurisdictional wetlands were greater for Route
Alternative 1. This is the result of additional impacts to a perennial stream channel and a wetland
located on the left bank of North Prong Clarke Creek, downstream of Huntersville- Concord Road
(Figure 11, attached). Route Alignment 1 would result in six crossings, of-j urisdictional stream
channels totaling 45 linear feet of permanent impacts and impacts to six jurisdictional wetlands
totaling 0 2 acre of permanent impacts. Route Alignment 2 will result in only five crossings of
jurisdictional stream channels totaling 45 linear feet of permanent impacts and impacts to five
jurisdictional wetlands totaling 0.12 acre of permanent impacts. Route Alignment 2 will result in the
least amount of impacts to jurisdictional waters of the U.S.
Both route alignments will result in temporary disturbance to FEMA- regulated floodplams. There
will be no above grade fill and all floodplain impacts Will be temporary as all impacted areas will be
returned to their pre - construction grades. '
Recommended Alternative
Route Alignment 2 (Figure 12, attached) was identified as the Recommended Alternative for the,
North Prong Clarke Creek Sanitary Sewer project. The Recommended Alternative was developed by
Stantec in cooperation with CMUD, and CWS This alignment was created from the best avoidance
and minimization attributes of the alternatives. Alignment 2 minimizes the impacts to jurisdictional
wetlands and stream crossings. Furthermore; the proposed alignment provides for a more equitable
division of the burden of the proposed sewer easement among local landowners In areas where
impacts to jurisdictional waters of the U.S. are unavoidable, steps have been taken to minimize both
the extent and severity of the,impacts.
Minimization
The construction corridor, will, not exceed the 40 -foot maximum corridor width through wetlands as a
condition of the Section, 401 Water,Quality Certification. The construction corridor has also been
G]

North Prong`Clarke Creek Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 and Request for Verification CWS Project No. 2013 -3255
limited to a 4046ot width at all stream crossings The permanent maintained portion of the right -of-
way (R/W) corridor will not exceed 15 feet in width through wetlands and at stream crossings.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream
waters. Anti -seep collars will be installed at the downstream wetland boundary and every 150 feet,up
the•gradient until the sewer trunk exits the wetland. Sewer trunks will be sited greater than 10 feet from
parallel stream channels. All unavoidable,stream crossings will be at a near perpendicular angle All
channel work will be constructed in.the dry in accordance with Water Quality Certification,No. 3884. In
addition, all permanent maintained right -of -way through wetlands will be permanently marked in the
field to avoid mowing and maintenance of additional wetland areas
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts associated with the construction of the North Prong Clarke Creek Sanitary
Sewer project'include the mechanized clearing of'forested and.herbaceous wetland vegetation and
jurisdictional stream crossings. Permanent impacts will be'the result of a 15 -foot wide permanently
maintained easement in which.forested wetlands will be converted to maintained herbaceous wetlands
and one permanent herbaceous wetland,crossing. Additional permanent impacts will,be the result of
the installation of three shallow water ford crossings on tributaries to North Prong Clarke Creek.
Stream Impacts
Impacts to jurisdictional stream channels resulting from sewer,line crossings total 353 linear feet
(Figures 12 to 16, attached). Of these impacts, 308 linear feet will be temporary and 45 linear feet
will be permanent. Temporary stream crossings will be returned to their original grade and stabilized
using bioengineering and replanted with native hardwood trees and shrubs. Stream impacts are
summarized in Table 5. Permanent impacts are,the result of three, 15 -foot wide permanent shallow
Water ford crossings (Figures 13, 15, and 16 attached). The number of crossings has been kept to,the
minimum necessary to provide access for maintenance and at the request of property owners. The
ford crossings are designed in such a way as to-not create an obstruction to aquatic life passage. The
crossings,will not result in,any loss of waters of the U.S. A detail of a typical "stream ford crossing is
attached as Figure 17.
Table 5. Proposed.Impacts to Jurisdictional Streams
10
�JurMiction '
-
Jurisdictional,
_ ,Impact
`!Figure�a
i
Sta. No.
.° Temporary
Permanent.
_Im��p}}acts}�
USACE/EPA
f
Feature
Rapanos
Intermittent/
4 perennial'
Tipe,
- No.
s
,Impacti,LeggthE
1
(f/
L`en h'l1
6` / •7
Classification
A
Stream A
Perennial
Utility
14
38+30
401f
0 if
(North Prong
RPW
Perennial
Perennial
Clarke Creek)
16
123+30
40, If
0 if
Perennial
Utility
Stream B
Perennial
Crossing /
13
18+00
391f
15 if
RPW
ford
Perennial
Utility
Stream C
Perennial
85 +80
0
44 if
0 If
RPW
m
Crossing
Utility
Stream D
Seasonal RPW
Intermittent
Crossin&/
15
95+90
31 if
15 if
ford
Utility
Stream E
Seasonal RPW
Intermittent
Crossing /
16
109 + 30
1141f
15 if
ford
10

North Prong Clarke Creek Sanitary Sewer September 18,,2014
Nationwide Permit No. 12 and Request for Verification CWS Proiect No. 2013 -3255
Total Stream'Impacts
308 linear feet
45 linear
Impact
Figure
feet
Net Loss of Stream Channel
0 if
Wetland Impacts
Unavoidable impacts to jurisdictional wetlands total approximately 0.36,acre. Impacts are the result
of clearing of both forested and herbaceous wetlands to.facilitate the construction of the proposed
project (Figures 12 to 16, attached). Permanent impacts to on -site wetlands -total 0 12 acre and are the
result of a 15 foot wide permanent maintained easement through Wetland BB, CC, and EE in which
forested wetlands will be permanently converted to maintained herbaceous wetlands. Additionally;
Wetland AA will have a 15 foot wide permanent rip rap ford crossing The approximately 0.24 acres
of temporary impacts to Wetlands AA - EE (Figures 12 to 16, attached) will be mitigated through
reforestation. All impacted areas will be returned'to their pie- construction grades. Wetland.impacts
are summarized in Table,6.
Table 6. Proposed Impacts tojurisdictional Wetlands
Jurisdictional
USACE /EPA
Wetland
Impact
Figure
Temporary
Permanent
Rapanos
Sta.,No_ .
Impacts
Impacts Area,
Feature _
Classification
Type
Type
No.
Area acres
'(acres)
Clearing
13
7+30
0 026
0 0
Wetland AA
Seasonal,RPW
Emergent
Ford
13
7+30
0 0
0 014
23+ 50
Wetland BB
Seasonal RPW
Forested
Clearing
13
to
0 132
0078
28+50
58+-50
Wetland,CC
Perennial RPW
Forested
Clea"r_ing
14
to
0,014
0 006
59 +50
86+36
Wetland DD
Perennial RPW
Emergent
Clearing
15
to
0 009
0 0
86 +50
104+50
Wetland EE
Seasonal RPW
Forested
Clearing
1'6
to
0 055
0.025
108400
Total Wetland Impacts
0.24 acre
0.12 acres
Net Permanent Wetland Impact
0.12 acres
On behalf of CMUD, CWS is submitting a Pre - Construction Notification Application with
attachments in accordance with Nationwide Permit General Condition No. 31 and pursuant to
Nationwide Permit (NWP) No. 12, (attached).
Compensatory Mitigation
The majority of impacts associated with this project are temporary Permanent impacts have been
limited'to a total of approximately 0. 12 acre of wetland impacts and 45 linear feet of stream impacts
Wetland impacts are the result of clearing forested wetlands that fall within the 15 feet permanent
easement and one permanent rip rap ford'in an herbaceous wetland. Stream impacts are the result of
three permanent shallow water ford crossings. All impacted areas will be returned to their pre- impact
grades; there will be no above grade fill
11

North Prong,Clarke Creek,Sanitary Sewer September 18, 2014
Nationwide Permit No. 12 and Request for Verification CWS Project No. 2013 -3255
Restoration of Wetlands
Permanent wetland impacts have been limited to a total 0 12 acre and are the result,of clearing
forested wetlands that fall within the proposed permanent easement and one permanent rip rap ford in
an herbaceous wetland. These areas will be,converted to maintained herbaceous wetlands. All
impacted areas will be returned to their pre - impact grades.
All impacted wetland areas will be returned to their original pre - construction grade and will be seeded
with'rye grain (Secale cereale) at a rate of 200 pounds per acre and seeded with a native wetland
vegetation seed mix. In addition, all cleared forested wetlands (with the exception of the permanent
maintained easement) will be reforested with native bare -root trees or live stakes as appropriate. Trees
will be planted in naturalistic drifts avan average spacing, of 10 =foot centers for an overall average
density of 450 trees per acre. If containerized plants (1 gallon).are used they-shall be a minimum of one
year old with a height of 12 -24 inches tall, with a root collar diameter (base of stem) of 1/4 - 3/8 Areas
to be reforested shall be hand cleared to remove construction debris and rocks (larger than 6 inches in
any dimension). Plants shall be planted in random mixtures of species which-may include the following
species:
Trees Shrubs
1. ironwood (Carpinus carolimana) 6. silky dogwood (Cornus- amomum)
2. box elder (Acer negundo) 7., elderberry (Sambucus canadensis)
3. willow oak (Ilex veriwillata) 8. silky willow (Sahx sericea)
4. sycamore (Platanus occidentahs) 9. beauty berry (Callicarpa americana)
5. green ash (Fraxinus pennsylvanica)
A mimmum of two shrub species,,and four tree species should be „selected
All areas with a survival rate of less than 300 plants per acre after one full growing season shall be
replanted to achieve this final planting density.
Mitigation for Permanently Impacted Wetlands
The 2012 Final Regional Conditions for Nationwide Permits in the USACE Wilmington District 13 state
that, "any permanently maintained' corridor along,the utility ROW within forested wetlands shall be
considered a permanent, impact and a compensatory`mitigation plan will be required for all such
impacts associated with theKrequested activity.” The proposed project will result in the permanent
conversion of approximately 0. 12 acre of forested wetland to maintained herbaceous wetland within
in the permanent easement and one 15 foot wide permanent rip rap ford in an herbaceous wetland. As
there are no private mitigation banks within the same 8 -digit hydrologic unit code, our client has
applied for mitigation credits from the North Carolina Ecosystem Enhancement Program ( NCEEP).
Credits were requested for 0.12 acre�of riparian wetlands at a 1,: l ratio. Based on current NCEEP
Guidance, riparian wetland.impacts will be rounded to the nearest 0.25 acre. A copy of the request
letter to the NCEEP is attached.
Restoration of Stream Crossings
All areas disturbed by the work shall be re =graded to leave the area in a smooth condition, sloped for
drainage. All impacted stream banks shall be stabilized with rip rap below the high water mark and
plantings above the high water mark. Stabilized stream banks shall include all bank areas disturbed by
the work. Banks shall be restored to their original contours. The stream banks shall be stabilized with
biodegradable, coir fiber,matting or other coconut fiber matting. Plantings shall consist of dormant
native live stakes conforming,to the Mecklenburg County °SWIM requirements, and shall be installed
13 USACE Wilmington Distnct March 29, 2012 Wilmington District Final 2012 Regional General Conditions Wilmington; NC
12

North Prong�Clarke)Creek'Samtary Sewer September 18, 2014
Nationwide Permit No. 12 and Request for Verification CWS.Proiect No. 2013 -3255
in the winter during the period from November to March The live stakes shall be planted so that buds
point upward and approximately 2 to 3 inches of wood is,above the ground. At least three buds on
each stake should be installed below ground to encourage root growth Live stake species should
include,silky dogwood, silky willow, and elderberry only.
Please do not hesitate t&,contact Tom Blackwell at 704 -527 -1177 or tom @cws -inc net should you
have any questions or comments regarding these findings
Sincerely,
Thomas J. Blackwell, PWS
Senior Scientist
Kelly Thames, WPiT
Staff Scientist 11
Attachments: Figure 1. USGS 7,5 -Minute Cornelius, North Carolina Topographic Quadrangle
Figure 2 Aerial Imagery
Figure 3. USDA -NRCS Historic Mecklenburg County Soil Survey
Figure 4 USDA -NRCS Current Mecklenburg County Soil Survey
Figure 5. Approximate,Jurisdictional Boundary Field Map — Overview
Figure 6 Approximate Jurisdictional Boundary Field Map
Figure 7 Approximate Jurisdictional Boundary Field Map,
Figure 8. Approximate Jurisdictional Boundary Field Map
Figure 9. Approximate Jurisdictional.Boundary Field Map
Figure 10. Proposed Route Alternatives
Figure 11. Route Alignment 1 — Additional Impacts
Figure 12 Proposed Impacts — Overview
Figure 13 Proposed Impacts
-� Figure 14 Proposed Impacts
Figure 15 Proposed Impacts
Figure 16 Proposed Impacts
Figure 17 Proposed Ford Crossing Detail
Agent Authorization Form
Pre - Construction Notification Pursuant to Nationwide Permit' No. 12
NCDWR'Stream Classification Forms (SCP1 — SCP5)
USACE Stream Assessment Worksheets (SCP1 —SCP5)
Routine Wetland Determination Data Forrns,(DPI to.DP6)
NCEEP Request Letter
Preliminary JD Form
Representative Photographs
Property Owner Notification Letter
Construction Plan Sheets
cc Mr. Bryan Tompkins, U.S. Fish & Wildlife Service
Mr. George Brant, Charlotte - Mecklenburg Utilities, Department
Mr. Robert Bernard, PE, Stantec
File
13

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2013 -3255 IVI I J) CWS North Prong Clarke Creek Sanitary Sewer
PLICANT NO CHECKED BY. T I o ems`." Huntersville, North Carolina 3
1 JU WWW. CWS- I NC. NET I CWS Project No. 2013 -3255

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SURFACE FLOW —�
DIVERSION SWALE`\_
AGGREGA TE
APPROACH
1 :• 5 (V•.H)
MAXIMUM
ROAD SLOPE
4 :=
PERSPECTIVE MEW
SURFACE FLOW
DMERSION SWALE
SURFACE FLOW
DIVERS /ON SWALE
SURFACE FLOW
DIVERSION SWALE
CLEAN AGGREGATE STONE BED OVER
GEOTEXTILE FABRIC
STREAM CROSSING
Not to Scale
a
Proposed Ford Crossing - Typical Detail
Figure
17
North Prong Clarke Creek Sanitary Sewer
Huntersville, North Carolina
CWS Project No. 2013 -3255

AGENT CERTIFICATION OF AUTHORIZATION
1, George Brant, representing Charlotte- Mecklenburg Utilities Department, hereby certify
that I have authorized Thomas Blackwell of Carolina Wetland Services, Inc. to act on my
behalf and take all actions necessary to the processing,, issuance, and acceptance of this
request for wetlands determination / permitting and any and' all standard and special
conditions attached.
We hereby certify that the above information submitted m this application is true and
accurate to the best of our knowledge'.
Agent's signature
07/10/14
Date
Completion of this form will allow the•agent to sign all future application correspondence.

O�oF
uj 9
2 0 1 4 1 0 1 0
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 008
est,
Page 1 of 13
PCN Form —Version 1.3 December 10. 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only
❑ Yes
for Corps Permit:
® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
North Prong Clarke Creek Sanitary Sewer
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Huntersville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
Lg
Owner Information SEP 2
fuu/3.
3a.
Name(s) on Recorded Deed:
Multiple - Linear Project
3b.
Deed Book and Page No.
WAT
N/A 401 8 BUFFED �ESOURC
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form —Version 1.3 December 10. 2008 Version

4.
Applicant Information (if different,from owner)
4a
Applicant is
❑ Agent ® Other, specify Charlotte Mecklenburg Utilities Department
40
Name
Mr George Brantl
4c 'Business name
(if applicable)
Charlotte Mecklenburg Utilities Department
4d
Street address-
5100 Brookshire Boulevard
4e
City, state, zip`
Charlotte, NC 28216
4f
Telephone no
704 - 391 -5170
4g
Fax no
4h
Email address
gbrant @ci charlotte nc us
5.
Agent/Consultant Information (if applicable)
5a
Na-me
Thomas Blackwell, PWS
5b
Business name
(if applicable)
Carolina Wetland Services; Inc
5c
Street address
550 E, Westinghouse Blvd
5d
City, state, zip
Charlotte„ NC 28273
5e
Telephone no
704 - 527 -1177
5f
Fax no
704 -527 -1133
5g
Email address
tom @cws'inc net
Page,2 of, 13
PCN Form —Version 1 3 December 10, 2008 Version

B.
Project Information and Prior,Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
1b Site coordinates (in decimal degrees)
Latitude 354187720 Longitude -
80803198o
(DD DDDDDD) ( -DD DDDDDD)
1 c
Property size -
13 acres
2.
Surface Waters
2a
Name of nearest body of water (stream, river, etc) to
proposed project
North Prong Clarke Creek
2b
Water Quality Classification of nearest receiving water
Class C
2c
River basin
Yadkin (HU# 030401'05)
Page 3 of 13
PCN Form — Version 1 3 December 10, 2008 Version

3. Project Description
3a- Describe the existing conditions on the site and the;general land use in the vicinity of the project at the time of this
application
The North Prong,Clarke Creek Sanitary Sewer project corridor is approximately 13 acres in extent The project'corridor
runs southeast from the'Ramah Church Road to Huntersvdle- Concord Road and south to the confluence of'South Prong
Clarke,Creek,in Huntersvdle, North Carolina (Figure 1 USGS Site Location Map, attached) The project area °consists of
forested and agricultural floodplam adjacent to North Prong Clarke Creek Typical on -site vegetation include green ash
(Fraxinus pennsylvanica), box elder (Ater negundo), sycamore (Platanus ocadentalis), red maple (Ater rubrum), willow
oak (Quercus phellos), and cottonwood (Populus deltoides) An aerial photograph of the project is attached (Figure 2)
3b List the total estimated acreage of all existing wetlands on the property
036 acre
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
353 linear feet
3d - Explain the purpose of the proposed project
The purpose of'the project is to construct approximately 12,470 linear feet, (LF) of 1'8 -inch through 24 -inch trunk sewer along
North Prong Clarke Creek and to eliminate an existing sewage lift station (Ramah Church Road Lift Station) This project,
is required to provide sewer service for future, development to take. place south of Ramah Church, Road, The entire basin
to be served is approximately 2,500 acres Of the 2,500 acres, approximately 1,000 acres is currently being served by
the existing lift station, which will be abandoned The-proposed,sanitary °sewer will, tie into the existing sewer located at
the Ramah Church Road Lift Station and will extend downstream, paralleling North Prong Clarke Creek until tying'into the
existing Clarke Creek Sewer, Phase IV outfall' near the confluence-of North Prong Clarke Creek and Clarke Creek, from
there wastewater will be carried to the Rocky River trunk sewer system for treatment at WSACC's Rocky River Regional
WWTP Iocated,in Cabarrus County, The proposed sewer has been designed to handle flows,for the build -out of the
service area based on existing zoning The proposed project will consist of gravity sewer only No new pump stations
are proposed
3e Describe the,overall'project in detail, including the type of equipment to be used
Approximately 12,470 linear feet (LF) of 18 -inch through 24- inch'trunk,sewenalong North,Prong Clarke�Creek�and to
eliminate an existing sewage lift station (Ramah Church Road Lift Station) This project is required to provide sewer
service for future, development to take place,south of Ramah Church Road The entire basin, to betserved is
approximately 2,500 acres Of the 2,500 acres, approximately 1,000 acres is currently being,served by the existing lift
station, which will be, abandoned The proposed sanitary sewer will tie into the existing.sewer located at the, Ramah
Church Road Lift Station and will extend downstream, paralleling North Prong Clarke Creek until tying into the,existing
Clarke Creek'Sewer, Phase IV outfall near the confluence of North Prong Clarke Creek and Clarke Creek, from there
wastewater will be carried to the Rocky River trunk sewer system for treatment at WSACC's Rocky River'Regional
WWT,P,located in Cabarrus County
The construction corridor will not exceed the 40 -foot maximum corridor width through wetlands as a condition of the
Section 401 'Water Quality Certification The construction corridor ha&also been limited to a 40 -foot width,at all stream
crossings The permanent maintained portion of the right-of-way (R/W) corridor will not exceed 15 feet in width °through
wetlands,and at stream crossings Proper sediment and erosion control measures will be used to minimize disturbances
to downstream waters Anti -seep collars will be installed at'th&downstream,wetland boundary and every 150 feet up the
gradient until the sewer trunk exits the wetland Sewer trunks will be sited greater than 10 feet from parallel stream
channels All unavoidable�stream crossings will beat a near perpendicular angle All channel work will be�constructed in
the dry°m accordance with Water Quality Certification No 3884 In addition, all permanent maintained right -of -way
through wetlands will be permanently marked in the field to avoid mowing and maintenance of additional wetland areas
A track hoe and other typical construction equipment -will be used to construct this project
Page 4 of 113 -
PCN Form —Version 1 3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or'State been requested or obtained for this property /
project (including all prior phases) in the pasty
Comments
El Yes ®No El Unknown
4b
If the Corps made the jurisdictional determination, whattype
of,determination was made?
❑ Preliminary '❑'Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant,Company
Other
4d
If yes, list theAates of the Corps jurisdictional determinations or State determinations and attach documentation
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ® No
6b
If yes, explain
Page 5 of 13,
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts'Inventory
1 Impacts Summary
1a Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2, Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
`2a
2b
2c
2d
2e
2f_
Wetland impact
Type of Jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non404, other)
(acres)
Temporary T
W1 ®P ❑ T
Crossing
_
Wetland AA-
PEM1 E
❑ Yes
® No
® Corps
El
0 014
W2 ❑ P ®T
Clearing
Wetland AA -
El Yes
® Corps
0 026
PEM1'E
® No
❑ DWQ
W3 ®P ❑ T
Conversion
Wetlands BB, CC,
® Yes
`No
® Corps
0 11
EE- PF01 E
❑
El
W4 ❑ P ®T
Clearing
Wetlands BB, CC,
® Yes
® Corps
0'20
EE= PFO1 E
❑'No
DWQ
W5 ❑ P ®T
Clearing
Wetland DD-
PEM1 E
❑ Yes
® No
® Corps
❑DWQ
0 009
W6 0 PI❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0 36 acre
,2h Comments Permanent Wetland Impacts total 0 12 acre
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a ,
3b
3c
3d
3e
3f
3gti.
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 [],PC] T
Utility Line
Perennial RPW
® PER
® Corps
10 -15'
80
Crossing
Stream A
❑ INT
El DWQ
S2 ❑ P ® T
Utility Line
Perennial RPW
® PER
® Corps
83
Crossing
Stream B and C
❑ INT
❑ DWQ
S3 ®P ❑ T
Ford Crossing
Perennial RPW
® PER
® Corps
15'
Stream B
El INT
El DWQ
S4 ❑ P ® T
Utility Line
Seasonal RPW
[-I PER
® Corps
145
Crossing
Streams D and E
® INT
❑ DWQ
SS ® P ❑ T'
Ford Crossing
g
easonal RPW
E:1 PER
® Corps
30
Streams D and E
® INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
353'
31 Comments Permanent, impacts to�Jurisdictional streams are limited to 45 If as a result of ford crossings
Page 6 of 13
PCN Form — Version 1 3 December 110, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list,all open water'impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
6. Buffer Impacts (for DWQ)
impact number—
(if applicable)
Type of impact
Waterbody type
Area of impact,(acres)
Permanent (P) or
of this form
6a.
❑ Neuse,
Ten, ora T
Project is in which protected basin?
❑ Catawba
❑ Randleman
01 ❑P ❑JT
6c
6d
6e
02 ❑P ❑T
6g
Buffer impact
03 ❑'P ❑T
number—
04 ❑P ❑T
Buffer
Zone 1 impact
1 4f. Total open water impacts
Permanent (P) or
4g Comments
5. 'Pond'or Lake Construction,
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
required?
Wetland'Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
[-],Yes
❑ No
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
❑ No
B3; ❑ P ❑ T
P,2
❑ Yes
,❑ No
6h Total buffer impacts
K Total
5g Comments
5h Is a dam high hazard`permit required
W__ ,—, K,_
51 Expected pond surface area (acres)
51 Size of pond'watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
'If project will impact a protected riparian buffer, then complete the chart below
If yes, then individually list all buffer impacts
below If any impacts require, miti ation, then
you MUST fill out Section D
of this form
6a.
❑ Neuse,
❑'Tar - Pamlico ❑'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) or
for
Stream.name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑ P,❑ T
[-],Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3; ❑ P ❑ T
❑ Yes
,❑ No
6h Total buffer impacts
61 Comments
Page -7 of 13
PCN Form — Version 13 December 10, 2008 Version

D. Impact Justification and 'Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Jurisdictional Waters of the U S have been avoided wherever possible Other constraints on the sewer route were also taken
into account These constraints include significant trees, site topography, and,geology, Inkareas where impacts to
Jurisdictional Waters of the US are unavoidable, steps have been taken to minimize both'the extent and severity of the
impacts '
The construction corridor will not exceed the 40 -foot maximum corridor width through wetlands as a condition of the Section
401 Water Quality Certification The construction corridor has also been limited to,a 407foot'width at all stream crossings The
permanent maintained portion of the right- of- way'(R/W) corridor will not exceed 15 feety width through wetlands,and at
stream crossings Proper sediment and erosion control measures will be used to minimize disturbances to downstream
waters Anti- seep,collarsmill be installed at the downstream wetland boundary and every 150 feet up the gradient until the
sewer trunk exits the wetland Sewer trunks will be sited greater than 10 feet from stream channels All unavoidable stream,
crossings °will be at,a,near perpendicular angle All channel,Work will be °constructed in the dry in accordance with Water
Quality Certification No 3884 In addition, all permanent maintained right -of -way through wetlands will be permanently
marked in the field to avoid mowing and - maintenance of additional wetland,areas
1b Specifically describe measures taken to avoid or minimize the proposed'impacts through construction °techniques
Impacts to on -site jurisdictional waters of the U S have been reduced to the maximum extent practicable The North Prong
Clarke Creek Samtary`Sewer project has been designed.to�avoid impacts to jurisdictional'waters of °.the U S ,wherever possible
and minimize the extent of necessary impacts to jurisdictional waters All work will be constructed in the dry in accordance
with Water Quality Certification No 3884-
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters,of the U S or Waters of the State?
2b If yes „mitigationas required by (check all that apply)
❑ DWQ ® Corps
❑ Mitigation bank
2c_' If yes, which mitigation option will be used for this
ED Payment to in-lieu fee program
projects
❑ Permittee'Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
d. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program'is attached
❑ Yes '
4b_ Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d' Bufferlmitigation requested,(DWQ only)
square feet
4e Riparian wetland mitigation requested
0 12 acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments A request for credits has been made for 0 25 acre (0 12 acre rounded to nearest'0 25 acre) A response is
awaited
5. Complete! f Using a Permittee Responsible Mitigation Plan
Page 8 of 13
PCN Form —Version 1 3 December 10, 2008,Version

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 impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
arrount,of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square "feet)
Zone 1
3,(2 for Catawba)
Zone 2
15
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 responsibletnpanan buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 9 of 13
PCN Form —Version 1 3 December 10, 2008 Version

E. Stormwater'Management and Diffuse Flow "Plan (required'by DWQ)
1.
Diffuse Flow Plan
1a
Does,the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
.within one of'the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑Yes No
❑
Comments
2'.
Stormwater Mana ement °Plan
2a
What is the overall percent imperviousness of this project?
%
2b
Does this project require a Stormwater Management, Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan,, explain why There is no change in impervious area
associated with this,proiect
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local, Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local, government's jurisdiction is this project?
Huntersville
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check,all that apply)
'❑ Water Supply Watershed,
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater 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 -1 No
attached?
S.
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 1'0 of 13
PCN Form — Version 1 3 December 10, 2008 Version

F.� Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a
Does the,prolect involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act,(NEPA/SEPA)?
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
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC,2H 0500), Isolated
Wetland Rules (15A'NCAC 2H 1300), DWQ Surface Water or,Wetland�Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after- the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will,this project (based on past,and,reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent'DWQ policy If you answered "no," provide a short narrative description
Development in °the watershed is controlled by the Town of Huntersvdle Zoning
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'avadable capacity of the subject facility
Sewerage will be directed to the Rocky River Regional WWTP located in Cabarrus County
Page 11 of 13
PCN Form = Version 1 3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether,your site would impact Endangered Species or Designated Critical
Habitat?
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on July 9, 2014 to determine the presence of
any,federally- listed, candidate endangered, threatened species or critical habitat located within the project area As of,the
date of this submittal, a response from the NCNHP has not yet been received Additionally, CWS consulted Element
Occurrence sites4prowded by NCNHP�and found no occurrences of protected species within the project limits
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether,your site would impact Essential Fish Habitat?
NOAA Fisheries http / /sharpfin nmfs -noaa gov /website /EFH_Mal per /map aspx
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur'in or near an area that the state, federal or tribal
governments have�designated as having histohc"or cultural preservation
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
A letter was forwarded to the State Historic Preservation Office (SHPO) on July 9, 2014 to determine the presence of any
areas of architectural, historic, or archaeological significance that would be affected by the project CWS also consulted
the SHPO online GIS service and the Charlotte Mecklenburg Historic Landmarks Commission database and found one
site of historical significance within the project limits
The'Charlotte- Mecklenburg Historic Landmarks Commission (CMHLC) includes the Oehler Nature Preserve on its hst'of
historic properties in Mecklenburg County (CMHLC, 2012) The property known as the Oehler Nature Preserve is located
at 14401 Huntersville- Concord "Road along Huntersville- Concord Road in Mecklenburg County, North Carolina The
project corridor crosses the northern portion of,this propert
The proposed,project will temporarily impact the northern portion of'the Oehler Nature Preserve,which'is designated as a
historic landmark by the CMHLC Impacts to this property will be temporary All grades will be returned to their pre -
construction condition Therefore, there-will be no,sigrnficant impacts to the Oehler Nature Preserve
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 The majority of the project corridor will be located within the FEMA
100 year floodplain The site will be returned to pre - construction grades and there will be no above grade fill placed,
within the floodplain
8c What source(s) did you use to make the floodplain determination? Mecklenburg County GIS and FEMA FIRMS
'Page 12 of 13
PCN Form — Version 1 -3 December 10, 2008 Version

Mr— Thomas Blackwell, PWS
09 -18 -2014
Applicant/Agent's Printed Name I Applicant/Agent's Signature Date
(Agent's,signature is valid only if an authorization letter from the, applicant
Page 13 of 13
PCN Form — Version 1 3 December 10, 2008 Version

NC DWQ Stream Identification Form Version 4.11
0 3 / 14' a & j H
Project/Site s -
sw
_ � gDate: � Z „ --
U- deaN.
Evaluator: 4kynp141111 A41 4 06
County:Mviw 4r
Longitudw"'.
Total Points:
St ream Determination (circle one)
Other Sf I
Stream is at least intermittent
rf s .19 or _ erennial d t•90•
emittent . al
Ephemeral Inter
e g Quad Name: P
cow xf-C+ *-)
A. Geomorphology' (Subtotal' = Z • 5-1—)
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In- channel structure ex ;riffle -pool, step - pool,-
n 'le- oolise uence
0
1
2
�R
0
4 Particle size of;siream substrate
0
1
2
15
5 Active /relict floodplain
0
1
2
_
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial: deposits
0
_ 1
1
3
8 Headcuts
0
02
2
3
9 Grade control _
0
65
1
15'
10 Natural valley
0
05
1
11 Second or,greater order channel
No = 0
Yes -,
' artiflGal ditches are`not rated, ^see discussions InImanual
B- lHvdroloav (Subtotal = 10•�_ )
12 Presence of Baseflow
0
1
2
0
13 Iron oxidizing bacteria
0
_
2
3
14 Leaf litter _
1
1 ;
, 05
0
15 Sediment on plants or debris
0
05
2
15
16 Organic debris lines or piles
0
05
M
15
17 Sod -based evidence, of high water table?
No = 0
Yes
C Bioloav (Subtotal= ')2 )
18 _Fibrous roots in streambed
2
1
0
19 Rooted upland,p_lants;m streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
3
21 _Aquatic Mollusks
0
2
3
22 ,Fish
0
015
M
1 5
23 Crayfish
0
05
24 Amphibians
_ 0
05
1 5
25' Algae
05
1
1 5
26' Wetland plants 0 streambed
FACW = 0 75; OBL = T5 Other =,0
'perennial streams may also be identified'using ottier methods See p 35 otmanual
Notes*
Sketch.

NC DW Stream Identification Form Version 4.11
0 3 � / a;a
Project/Site M s �P�t� si,�uwC ezr_
-
Latiutde1T5.
3Date:
Evaluator:� 1414MA112, M. �
County:W� ����
Longitude:,� �,
Total Points:
'Stream is,atleast intermittent
30' 3 a 5
Stream Determination (circle one)
Ephemeral rintermittente5ennta D,l
Other 5�a
e g Quad,Name: S
if z 19 or peranniai dz
2 Sinuosity.of.channel along'thalweg
0
A Geomorphology (Subtotal =---ILi
Absent'
Weak
Moderate
Strong
18 Continuity of channel bed and bank
01
1,
2
3
2 Sinuosity.of.channel along'thalweg
0
1
2
3
3' In- channel ,,structure ex nffle- pool', step -pool,
ripple-pool se uence _
0
3
2
3
4 Particle size of,stream substrate
0
05
2
3
5 Active /relict floodplain
0
1
1,
3,
6 Depositional?bars or benches
0
6
2
3
7 Recent alluvial deposits
0
_
2 _
3
8 Head'cuts
1,
2
3
9 Grade control
0
05
1
-15
10 Natural valley
0
0.5
1 5
11_ Second or greater order channel
No
Yes = 3
a artificial ditches are not rated, see4iscussions in manual
B. Hydrology Subtotal = 11
12 Presence of Baseflow
0
1
2
1
13 Iron,oxidlzing,bactena
0
1
2
_
14 Leaf litter _
_ 1
1
05
0
15 Sediment on plants or debris
2
3
1
15
16 Organic debris lines or piles
05
1
1 5
17 Sod- based,evidence of'high water tables
No�= 0
Yes
C Blolo Subtotal 10 .
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
2
1
0
20,,Macrobenthos (note diversity and.abundanco
0
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
0 5,
1,
15
,23 Crayfish
0
6
1
1 5
24 Amphibians
0
06
_
1
25 Algae
0
_ 05
1
26 Wetland plants in streambed
FACW = 0-75, 0 6 = 1 5
Other = 0.
'perennial streams may also be identified using other,met_hods See p 35 of manual
Notes
Sketch

NC DWQ Stream Identification Form Version 4.11
Date: d3 //� f o?p1r -j'
Project/Site_ Pf°•' C'WV4
Sah� Sc�ear•
-
Evaluator ;6k. y4MA11ylt ft/S 4 KJ6vft(1 41f
County: M4,C;Q&64r
Longitude:WRO. X319 &�
Total Points:
stream sat least intermittent
39'
Stream Determination (circle one)
Ephemeral Intermittent eren I
�
Other Sl ;P 3
e Quad Name:,
g,, Quad vvi
if a 19 or erennial,rf a 30'
2 Sinuosity of channel along thalweg
0
A. Geomorphology (Subtott&= •r )
Absent
Weak
Moderate_
_ Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
0'5
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool se uence
0
1
1
3
4, Particle size of stream substrate
0
1
1
3
5 Active /relict floodplain
0
1
1
3
6 Depositional bars orbenches
0
1
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
1 _
2
3
9 Grade control
0
06
1
15
10 Natural valley
0
05
1
1
11 Second or greater order channel
No= 0
Yes a3
artificial ditches are not rated, see discussions in manual
B. H drolo Subtotal,=
12 Presence of Baseflow
0
1
2
1
113 Iron oxidizing. bacteria
0
1
2
3
14 Leaf litter
0
1
0'5
0
15 Sediment on plants or debris
0
3
1
1-6
16 Organic debris lines or piles
0
2
1
1, 15
17 Soil -based evidence" of high water table?
No = 0
Yes
C' Biology (Subtotal= C] )
18 Fibrous,roots,in streambed
2
1
0
19 Rooted uplanddplants in streambed_
2
1
0
20 Macrobenthos (note diversity and abundance)
0
2
3
21 Aquatic Mollusks ,
1
2
_ 3
22 Fish
05
1
1.5 _
23 Crayfish
0
1
1 5
24 Amphibians
0
09
0
15,
25 , Algae
0
CO 9
1
1'5
26. Wetland,plants in streambed
FACW = 0 75, OBL =1 5
Other=, 0
'perenniai,streams may alsobe identified using other methods See p 35 of manual
Notes
Sketch

NC DWQ Stream Identification Form Version 4.11
Date: 03)1' 120)lf
ProjectlSite ` 5ar�"
Latitude: N 35ji 04
Evaluator: &,trig rio fk(S 1� 1►�p 1 ( (
County: M( ��yt101,��
Longitude:Wo, tv,311g^
Total Points:
Stream is at least intermittent a ®. �
Stream Determinat'om(circle,one)
Ephemeral i e Perennial
I Other �I
a g' Quad Name: Q
if >_ 19 or perennial if z 30'
2 Sinuosity of channel along thaiweg
0
A Geomorphology (Subtotal-= b•
Absent
Weak
Moderate
Strong
1' Continuty,of channel;bed and bank
0
1
2
3
2 Sinuosity of channel along thaiweg
0
C12
2
'3
3 Ih- channe6structure ex riffle-pool, step -pool,
n le- ool -sequence
0
1
2
�3
4 Particle size of stream substrate
0
CO3
2
3
5 Active /relict floodplam,
_
1
2 _
'3
6 Depositional bars or benches
0
0.5
2-
3
7 Recent +alluvial deposits
0
1
2
3
8 Headcuts
1
2
3
9 Grade control
0
05
1
1-5
10 Natural'valley
0
1
t 5
11 Second or greater order channel
No
Yes = 3
a arbficial ditches are,not rated, seediscussions in manual'
R Hvdrnlonv (Subtotal= S 1
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
2
2
3
14 Leaf,litter
15
1
0
0
15 Sediment on plants or debris
0
1
1
1 5
16 Organic debris hnes,or piles
0
CO3
1
15
17 Soil -based evidence of high wateetable?
No = 0
Yes
C Biolo Subtotal =
18 Fibrous roots in streambed
3
2
10
0'
19 Rooted upland plants in streambed
2
1 _
0
20 Macrobenthos (note diversity and abundance)
1
2
3
21 Aquatic Mollusks
1
_ 2
3
22 Fish
0
05
1
15
23 Crayfish
0
1
1 5
24 Amphibians
0
0.5
15 -
25 Algae _
0
0 5'
15
26 Wetland,plants'in streambed
FACW = 0 75, OBL = 15 Other = 0
'perenniabstreams may also be identified using other methods See p 35 of manual
Notes
Sketch.

NC IDW Stream identification Form Version 4.11
Date: 0 3 v
Project/Site Pr ctul<i c
Weals
Evaluator: &.j+#%kVAjjj it
County: ( � {pt,t�
Longitude:��p,
Total Points:
Stream Determination (circle one)
Other 5
Stream is at least intermittent L� S
Ephemeral 1 rml t Perennial
e g Quad Name:
l
�t 19 or en;nnral � >_ 30"
2
3
A Geomorphology Subtotal =
Absent
Weals
Moderate
Strong
1' Continuity of,channel bed and bank
0
1
2
3,
2 Sinuosity of channel along thalweg
0_
77 1
2
3
3 In- channel structure ex riffle -pool, step -pool,
n 'le- ool sequence
0
%
V
2
3
4 Particle size of stream substrate
0
CO
2
3
5 Active /relict floodplain
0
Yes
2
3
6 Depositional, bars or benches
0
1
2
3
7 Recentalluvial deposits
0,
1
2
3
8 Headcuts
0
25 Algae
2
3
9 Grade control
0
5
1
1 5
10 Natural valley
0
'perennial streams may also be identified using other methods Seep 35 of manual
1
1 5 _
11 Second or greater order channel
No 0
Yes- 3
artificial ditches are not rated', see discussions in1manual,
B. HArolopv (Subtotal`_ )
,12 Presence of Baseflow
0
1
3
13 Iron oxidizing bacteria
19 Rooted upland plants instreambed
1
2
3,
14 Leaf litter
i-5
1
05
0
15 Sediment on plants or debris
0
3
1
1.5
16 Organic debris lines or piles
0
CO
1
15
17 Sod -based evidence of high water table?
No =,0
Yes
C. Blotow (Subtotal = (o -f )
18 Fibrous roots in streambed
3
1
0-
19 Rooted upland plants instreambed
2
1
0
20 Macrobenthos(note,dnrersrty and abundance)
0
2
3
21' Aquatic Mollusks
1
2
3
22 Fish
05
1
15
23 Crayfish
05
1
15
24 Amphibians
0
1
1 5
25 Algae
05
1
15
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5
Other = 0
'perennial streams may also be identified using other methods Seep 35 of manual
Notes
Sketch

OFFICE USE ONLY: USACE AID# DWQ #
SCP1 — Perennial RPW Stream A
MSTREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte - Mecklenburg Utilities Dept. 2. Evaluator's Name: G. Antemann, PWS and K. Thames, WPIT
3. Date of Evaluation: 03/14/14 4. Time of Evaluation: 2:30p
5. Name of Stream:N. Prong Clarke Creek (Per. RPW Stream A) 6. River Basin: Yadkin (HU# 03040105)
7. Approximate Drainage Area:approx. 4.3 square miles 8. Stream Order: 2nd
9. Length of Reach Evaluated: 400 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): south of Ramah Church Road to Huntersville- Concord
Rd and south of Huntersville- Concord Rd to confluence with South Prong Clarke Creek in Huntersville, NC
12. Site Coordinates (if known): N35.418772% W80.803198°
13. Proposed Channel Work (if any): n/a
14. Recent Weather Conditions: cold, clear, 40s
15. Site conditions at time of visit: low 50s, clear and sunn
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
17. Is there a pond or lake located upstream of the evaluation point? YE NO If yes, estimate the water surface area: 5.35 acres
18. Does channel appear on USGS quad map? (ONO 19. Does channel appear on USDA Soil Survey. YE NO
20. Estimated Watershed Land Use: 40 % Residential _% Commercial _% Industrial 30 % Agricultural
20 % Forested 10% Cleared/ Logged _% Other ( )
21. Bankfull Width: 10' -15' 22. Bank Height (from bed to top of bank): 6' — 10'
23. Channel slope down center of stream: _Flat (0 to 2 %) x Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
24. Channel Sinuosity: Straight Occasional Bends x Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location. terrain, vegetation. stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions. enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 73 Comments:
Evaluator's Signature �' i ' Date 03/14/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP1 — Perennial RPW Stream A
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
3
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
3
no buffer = 0; contiguous, wide buffer = max points)
Evidence of nutrient or chemical discharges
0-5
0 4
0-4
3
4
extensive discharges = 0; no discharges = max points)
-
Groundwater discharge
0-3
0-4
0-4
3
d
no discharge = 0; springs, see s, wetlands, etc. = max points)
U
6
Presence of adjacent floodplain
0-4
0 - 4
0-2
4
no floodplain = 0; extensive floodplain = max po ints
7
Entrenchment / floodplain access
0-5
0-4
0-2
2
p-
(deeply entrenched = 0• frequent flooding = max po ints
8
Presence of adjacent wetlands
0-6
0-4
0-2
3
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
3
extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
4
fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening
0-5
0 4
0-5
2
y+
12
(deeply incised = 0• stable bed & banks = max points)
-
13
Presence of major bank failures
0-5
0 — 5
0-5
3
J
severe erosion = 0; no erosion, stable banks = max oints
QRoot
14
depth and density on banks
0-3
0 - 4
0-5
4
E~
no visible roots = 0; dense roots throughout = max points)
Impact by agriculture or livestock production
0-5
0 4
0-5
1
15
substantial impact =0; no evidence = max points)
—
16
Presence of riffle - pool /ripple -pool complexes
0-3
0-5
0-6
5
no riffles/ripples or pools = 0; well-developed = max points)
F
Q
17
Habitat complexity
0-6
0-6
0-6
4
F"
little or no habitat = 0• frequent, varied habitats = max points)
Ql8
Canopy coverage over streambed
0-5
0-5
0-5
4
x
no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
3
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0 - 5
3
no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
4
O
no evidence = 0; common, numerous types = max oints
O
22
Presence of fish
0 -4
0 -4
0 -4
2
Ca
no evidence = 0; common, numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
73
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY
USACE AID#
DWQ#
SCP2 — Perennial RPW Stream B
STREAM QUALITY ASSESSMENT WORKSHEET
L Applicant's Name: Charlotte - Mecklenburg Utilities Dept. 2. Evaluator's Name: G. Antemann,
PWS and K. Thames, WPIT
3. Date of Evaluation: 03/21/14 4. Time of Evaluation: 3pm
5. Name of Stream: Perennial RPW Stream B 6. River Basin: Yadkin (HU# 03040105)
7. Approximate Drainage Area: approx. 68 acres 8. Stream Order: 1st
9. Length of Reach Evaluated: 100 If 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): south of Ramah Church Road to Huntersville- Concord
Rd and south of Huntersville- Concord Rd to confluence with South Prong Clarke Creek in Huntersville, NC
12. Site Coordinates (if known): N35.418772° W80.803198°
13. Proposed Channel Work (if any): n/a
14. Recent Weather Conditions: cold, clear, 40s
15. Site conditions at time of visit: low 50s, clear and sunny
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed _(I- IV)
17. Is there a pond or lake located upstream of the evaluation point? 0 NO If yes, estimate the water surface area: 3.1 acres
18. Does channel appear on USGS quad map? ES NO 19. Does channel appear on USDA Soil Survey. YE NO
20. Estimated Watershed Land Use: 40 % Residential _% Commercial _% Industrial 30 % Agricultural
20 % Forested 10% Cleared / Logged _% Other (
21. Bankfull Width: 2' -4' 22. Bank Height (from bed to top of bank): I' — 2'
23. Channel slope down center of stream: _Flat (0 to 2 %) x Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
24. Channel Sinuosity: Straight x Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location. terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g.. the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity. and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 43 Comments: .
�+. l r r r
Evaluator's Signature Date 03/21/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919 - 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP2 — Perennial RPW Stream B
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0 — 5
0-4
0 - 5
no flow or saturation = 0; strong flow = max points)
Evidence of past human alteration
0-6
0-5
0-5
0
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = max points)
Evidence of nutrient or chemical discharges
0-5
0 4
0-4
1
4
extensive discharges = 0; no discharges = max points)
-
5
Groundwater discharge
0-3
0-4
0-4
3
d
no discharge = 0; springs, see s, wetlands, etc. = max points)
U
6
Presence of adjacent floodplain
0-4
0-4
0-2
no floodplain = 0; extensive floodplain = max points)
x
2
Entrenchment / floodplain access
0-5
0-4
0-2
4
p'
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0 — 4
0-2
2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
1
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition= 0; little or no sediment = max points)
I I
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
1
fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening
0-5
0 4
0-5
3
�.,
12
(de e ply incised = 0; stable bed & banks = max points)
-
F"
13
Presence of major bank failures
0-5
0 - 5
0-5
4
severe erosion = 0; no erosion, stable banks = max points)
X
14
Root depth and density on banks
0-3
0 - 4
0-5
4
no visible roots = 0; dense roots throughout = max points)
rA
Impact by agriculture or livestock production
0-5
0 4
0-5
0
15
substantial impact =0; no evidence = max points)
-
Presence of riffle - pool /ripple -pool complexes
0-3
0 5
0-6
16
no riffles/ripples or pools = 0; well-developed = max points)
-
Q
17
Habitat complexity
0-6
0-6
0-6
1
little or no habitat = 0; frequent, varied habitats = max points)
Q18
Canopy coverage over streambed
0-5
0-5
0-5
1
no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
1
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0 - 5
1
no evidence = 0; common numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
1
O
no evidence = 0; common, numerous types = max oints
2
Presence of fish
0 -4
0 -4
0 -4
0
no evidence = 0; common, numerous es = max oints
F23
Evidence of wildlife use
0-6
0-5
0-5
4
no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.

CTFICE USE ONLY: USACE AID# DWQ #
SCP3 — Perennial RPW Stream C
M STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte - Mecklenburg Utilities Dept. 2. Evaluator's Name: G. Antemann,
PWS and K. Thames, WPIT
3. Date of Evaluation: 03/14/14 4. Time of Evaluation:
5. Name of Stream: Perennial RPW Stream C 6. River Basin: Yadkin (H-U# 03040105)
7. Approximate Drainage Area: apnrox. 400 acres 8. Stream Order: 1st
9. Length of Reach Evaluated: 100 If 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): south of Ramah Church Road to Huntersville- Concord
Rd and south of Huntersville- Concord Rd to confluence with South Prong Clarke Creek in Huntersville. NC
12. Site Coordinates (if known): N35.418772', W80.803198°
13. Proposed Channel Work (if
14. Recent Weather Conditions: cold, clear, 40s
15. Site conditions at time of visit: low 50s, clear and sunn
16. Identify any special waterway classifications known:
_Trout Waters _Outstanding Resource Waters
17. Is there a pond or lake located upstream of the evaluati,
18. Does channel appear on USGS quad map? ES NO
20. Estimated Watershed Land Use: 40 % Residential
21. Bankfull Width: 3' -5'
Section 10 Tidal Waters Essential Fisheries Habitat
Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
)n point? YES(N If yes, estimate the water surface area:
19. Does channel appear on USDA Soil Survey. YE NO
_% Commercial _% Industrial 30 % Agricultural
20 % Forested 10% Cleared / Logged _% Other ( )
22. Bank Height (from bed to top of bank): 3' — 6'
23. Channel slope down center of stream: _Flat (0 to 2 %) x Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
24. Channel Sinuosity: Straight x Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g.. the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 44 Comments:
r ,
Evaluator's Signature .l ��( � 111 t II (, Date 03/14/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919 - 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 — Perennial RPW Stream C
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
I
Presence of flow / persistent pools in stream
0-5
0 — 4
0-5
4
no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
0
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = max poi nts
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
4
extensive discharges = 0; no discharges = max poi nts
,a
5
Groundwater discharge
0-3
0 — 4
0-4
3
Q
no discharge = 0; springs, see s, wetlands etc. = max points)
6
Presence of adjacent floodplain
0-4
0 - 4
0-2
3
no floodplain = 0; extensive floodplain = max points)
x
7
Entrenchment / floodplain access
0-5
0-4
0-2
2
Q'
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
1
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
1
extensive deposition= 0; little or no sediment = max points)
I I
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
1
fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening
0-5
0 4
0-5
3
�.
12
(deeply incised = 0; stable bed & banks = max points)
-
13
Presence of major bank failures
0-5
0 — 5
0-5
2
severe erosion = 0; no erosion, stable banks = max points)
Root depth and density on banks
0-3
0 4
0-5
3
E�
no visible roots = 0; dense roots throughout = max points)
—
H
Impact by agriculture or livestock production
0
0
0
1
15
substantial impact =0; no evidence = max points)
-5
-4
-5
Presence of riffle- poo Uri pple -pool complexes
0-3
0-5
0-6
3
16
no riffles/ripples or pools = 0• well-developed = max points)
F
d
1
Habitat complexity
0-6
0 — 6
0-6
2
Tittle or no habitat = 0; frequent, varied habitats = max points)
d
Canopy coverage over streambed
0-5
0-5
0-5
no shading vegetation = 0; continuous canopy = max points)
`
Hig
Substrate embeddedness
NA*
0-4
0-4
1
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0 - 5
1
�.
no evidence = 0; common, numerous types = max points)
C7
21
Presence of amphibians
0-4
0-4
0-4
3
no evidence = 0; common, numerous types = max oints
0
22
Presence of fish
0-4
0-4
0-4
0
no evidence = 0; common, numerous types = max oints
N
23
Evidence of wildlife use
0 -6
0 -5
0 -5
2
no evidence = 0; abundant evidence = max point s
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
44
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #
SCP4 — Intermittent RPW Stream D
al STREAM QUALITY ASSESSMENT WORKSHEET -
----AQP
1. Applicant's Name: Charlotte- Meck len bure Utilities Dept. 2. Evaluator's Name: G. Antemann,
PWS and K. Thames, WPIT
3. Date of Evaluation: 03/14/14 4. Time of Evaluation:
5. Name of Stream: Intermittent RPW Stream D 6. River Basin: Yadkin (HU# 03040105)
7. Approximate Drainage Area: approx. 38acres 8. Stream Order: 1st
9. Length of Reach Evaluated: 100 If 10. County: Mecklenburg_
11. Location of reach under evaluation (include nearby roads and landmarks): south of Ramah Church Road to Huntersville- Concord
Rd and south of Huntersville- Concord Rd to confluence with South Prong Clarke Creek in Huntersville, NC
12. Site Coordinates (if known): N35.418772 °, W80.803198'
13. Proposed Channel Work (if any
14. Recent Weather Conditions: cold, clear, 40s
15. Site conditions at time of visit: low 50s, clear and sunny
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
17. Is there a pond or lake located upstream of the evaluation point? YESN If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES ED 19. Does channel appear on USDA Soil Survey? YEO
20. Estimated Watershed Land Use: 40 % Residential % Commercial _% Industrial 30 % Agricultural
20 % Forested 10% Cleared / Logged _% Other (
21. Bankfull Width: 2' -4' 22. Bank Height (from bed to top of bank): 2' - 4'
23. Channel slope down center of stream: _Flat (0 to 2 %) -.& --Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
24. Channel Sinuosity: Straight x Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location. terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 39 Comments:
Evaluator's Signature -E'�(� trf`(dI l`� Date 03/14/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP4 — Intermittent RPW Stream D
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0 - 4
0 — 5
3
no flow or saturation = 0; strong flow = max points)
Evidence of past human alteration
0
0
0
0
2
extensive alteration = 0; no alteration = max points)
-6
-5
-5
Riparian zone
0-6
0-4
0-5
0
no buffer = 0; contiguous, wide buffer = max points)
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
2
4
extensive discharges = 0; no discharges = max points)
,-4
5
Groundwater discharge
0-3
0-4
0-4
d
no dischar e = 0; springs, see s, wetlands, etc. = max points)
U
6
Presence of adjacent floodplain
0-4
0 - 4
0-2
3
no floodplain = 0; extensive floodplain = max points)
x
Entrenchment / floodplain access
0— 5
0— 4
0— 2
2
Q,
(deeply entrenched = 0; frequent flooding = max oints
8
Presence of adjacent wetlands
0-6
0-4
0-2
2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition= 0; little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
1
fine, homogenous = 0; large, diverse sizes = max p oints
Evidence of channel incision or widening
0-5
0 4
0 5
2
y,
12
(deeply incised = 0• stable bed & banks = max po ints
-
—
a
13
Presence of major bank failures
0-5
0 — 5
0-5
2
severe erosion = 0; no erosion, stable banks = max points)
M
14
Root depth and density on banks
0-3
0 - 4
0-5
3
F
no visible roots = 0; dense roots throughout = max points)
Impact by agriculture or livestock production
0-5
0 4
0-5
0
i 5
substantial impact =0; no evidence = max points)
-
Presence of riffle - pool /ripple -pool complexes
0-3
0-5
0-6
1
16
no riffles/ripples or pools = 0• well-developed = max points)
F
d
1
Habitat complexity
0-6
0 — 6
0-6
2
little or no habitat = 0; frequent, varied habitats = max points)
d
Canopy coverage over streambed
0-5
0 5
0-5
18
no shading vegetation = 0; continuous canopy = max points)
—
19
Substrate embeddedness
NA*
0-4
0-4
1
(deeply embedded = 0; loose structure = max
20
Presence of stream invertebrates
0-4
0 - 5
1
�.
no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0-4
0-4
0-4
2
no evidence = 0; common, numerous types = max oints
a
C
22
Presence of fish
0-4
0-4
0-4
0
no evidence = 0; common, numerous types = max points)
N
23
Evidence of wildlife use
0-6
0 — 5
0-5
3
no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
39
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #,
SCP5 — Intermittent RPW Stream E
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte - Mecklenburg Utilities Dept. 2. Evaluator's Name: G. Antemann,
PWS and K. Thames WPIT
3. Date of Evaluation: 03/14/14 4. Time of Evaluation:
5. Name of Stream: Intermittent RPW Stream E 6. River Basin: Yadkin (HU# 03040105)
7. Approximate Drainage Area: approx. 14 acres 8. Stream Order: 1st
9. Length of Reach Evaluated: 100 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): south of Ramah Church Road to Huntersville- Concord
Rd and south of Huntersville- Concord Rd to confluence with South Prong Clarke Creek in Huntersville, NC
12. Site Coordinates (if known): N35.418772% W80.803198'
13. Proposed Channel Work (if any): n/a
14. Recent Weather Conditions: cold, clear, 40s
15. Site conditions at time of visit: low 50s, clear and sunn
16. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
17. Is there a pond or lake located upstream of the evaluation point? YE NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES 0 19. Does channel appear on USDA Soil Survey? YEON
20. Estimated Watershed Land Use: 40 % Residential _% Commercial _% Industrial 30 % Agricultural
20 % Forested 10% Cleared / Logged _% Other ( )
21. Bankfull Width: 1' -3' 22. Bank Height (from bed to top of bank): 2' — 5'
23. Channel slope down center of stream: _Flat (0 to 2 %) x Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
24. Channel Sinuosity: Straight x Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score
of 100 representing a stream of the highest quality.
Total Score (from reverse): 37 Comments:
1
Evaluator's Signature t�i ' i i Date 03/14/14
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 05/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP5 — Intermittent RPW Stream E
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0 — 5
0-4
0 - 5
4
no flow or saturation = 0; strong flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
0
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
1
no buffer = 0; contiguous, wide buffer = max poi nts
Evidence of nutrient or chemical discharges
0-5
0 4
0-4
'
4
extensive discharges = 0; no discharges = max poi nts
-
*4
5
Groundwater discharge
0-3
0-4
0-4
3
Uno
discharge = 0; springs, see s, wetlands, etc. = max points)
..
6
Presence of adjacent floodplain
0-4
0 — 4
0-2
'
no floodplain = 0; extensive floodplain = max
`
7
Entrenchment / floodplain access
0-5
0-4
0-2
1
Q
(deeply entrenched = 0• frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
3
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
0
extensive channelization = 0; natural meander = max points)
10
Sediment input
0-5
0-4
0-4
2
extensive deposition= 0; little or no sediment = max points)
I 1
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
1
fine homogenous = 0; large, diverse sizes = max p oints
Evidence of channel incision or widening
0-5
0 4
0-5
1
12
(deeply incised = 0; stable bed & banks = max points)
-
13
Presence of major bank failures
0-5
0 — 5
0-5
2
*4
severe erosion = 0; no erosion, stable banks = max oints
Q
14
Root depth and density on banks
0-3
0 - 4
0-5
3
F
no visible roots = 0; dense roots throughout = max points)
cn
Impact by agriculture or livestock production
0
0
0
1
15
substantial impact =0; no evidence = max points)
-5
-4
-5
Presence of riffle - pool /ripple -pool complexes
0-3
0-5
0-6
1
16
no riffles/ripples or pools = 0; well-developed = max points)
d
1
Habitat complexity
0-6
0 — 6
0-6
I
F
little or no habitat = 0; frequent, varied habitats = max points)
d18
Canopy coverage over streambed
0-5
0-5
0-5
no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0 - 4
'
`
(deeply embedded = 0; loose structure = max)
20
Presence of stream invertebrates
0-4
0 - 5
1
no evidence = 0; common, numerous types = max points)
V
21
Presence of amphibians
0— 4
0— 4
0— 4
1
no evidence = 0; common, numerous es = max points)
C
22
Presence of fish
0-4
0-4
0-4
0
no evidence = 0; common numerous types = max points)
N
23
Evidence of wildlife use
0 -6
0 -5
0 -5
no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
37
* These characteristics are not assessed in coastal streams.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site N.P(_00f( UG(kL (A" SayM6f� Seyx -e- City/County �CJdt0bu(A w �il� Sampling Date D3h.
Apphcant/Owner CMer.Iet IL �fCgVL �i fA �A'tr�iil�S �t4mc- Wt�1v�t �(,{DlU'Q� state �L Sampling Pont 7P 0
investigator(s) &.&kftg0 PWS, Section, Township, Range,. f4I,4)ntf(.1i0 Ile -
Landform (hdisiope, terrace, etc) = Tto�G��oi44A Local'rel€ef (concave, convex, none) n odd - Slope( %), 0 -a
Subregion (LRR or MLRA) M L Lat IJ 3,s•klg '*:Ja' p, -1 Long,'� s? 3
0. D I'm Datum WAS) R
� �
So€lWap Unit Name A1QV av% 101 , 0 -1 1. Slope&. -k(^,LK N P oDel l MD ) - NWI classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes )( No (If no, explain in Remarks )
Are Vegetation . Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes __Z— No
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks -)
'SUMMARY OF FINDINGS - Attach site,map showing sampling point "locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Sod Present? Yes No--;X-- within a Wetland? Yes No v
Wetland Hydrology Present? Yes Noe
Remarks
'Dalv -�Oitik iS �����.ti� a d►0n juC�sclr��i - I end af�G(
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required) ;
Primary Indicators (minimum of one is required, check ail that apply)
_ Surface Sod Cracks (86)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated °Concave Surface (B8)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (610)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (1316)
_ Water Marks�(B1)
_ Presence of ,'Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent�lron Reduction in Tiiled'Sdils (C6) _ Crayfish Burrows (C8)
_ DnftaDeposits (83)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial;lmagery,(C9)
_ Algal Mat'or Crust,(B4)
_ Other (Explainlm Remarks)
_ Stunted,or StressedPlants (01)
_ Iron Depos€ts,(B5)
_ Geomorpliic Posmon (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_ Water - Stained Leaves (89)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
_ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes
No Depth (inches)
Water Table Present? Yes
No �_ Depth (inches)
Saturation Present? Yes
No' X Depth (inches)
Wetland Hydrology Present? Yes No
(mcludes.ca dla, fringe)-_
_
_
Describe Recorded Data;(stream.gauge, momtoring,well, aerial €photos, previous'inspections), if available,
Remarks
rf CL" ho
I\Adi (_ of S o VJ'O Cn 1A yCAr010SJ
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point,. DIFI-1plAY164
Prevalence Index = B/A =
Absolute Dominant Indicator
Dominance Test worksheet,
Hydrophytic Vegetetion,Indicators:
Tree Stratum (Plot size _ .)
% Cover Species? Status
Number of Dominant Species
_ 1 - Rapid Test for HydrophyticyVegetation
1
8
That Are,OBL, FACW,,or FAC
�L ,(A)
2
9
Total,Number t
3 - Prevalence Index is s3 0'
3
= Total Cover
Species A ossfA Strata
(B)
4
Percent of Dominant Species
)
5
1 -e r A tcA- (,"cc
That Are OBL, FACW, or FAC
D ;� (A1B)
6
fact
3 A I I itA VO- dl
Prevalence Index worksheet
'Indicators of hydnc soil,and wetland hydrology must
4
7
—
°0
be present, unless disturbed or problematic
= Total Cover
Total % Cover of
Multiply by
50% of total cover
20% of total cover
OBL species
x 1 =
Sapling/Shrub Stratum (Plot size )
FACWspecies
x 2 =
1
FAC species
x 3 =
2'• -
Sapling /Shrub - Woody plants, excluding vines, less
FACU species
x 4-
3
than 311n DBH,and greater than or equal to.3 28 It (1
UPL species
x 5 =
4
11
Column Totals
(A) (B)
J• ---
-
Prevalence Index = B/A =
6
Hydrophytic Vegetetion,Indicators:
7 -
_ 1 - Rapid Test for HydrophyticyVegetation
8
2 - Dominance,Test is >50%
9
3 - Prevalence Index is s3 0'
= Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover 20% of total cover,
Herb Stratum (Plot size,
)
data in Remarks�or on,a,separate sheet)
1 -e r A tcA- (,"cc
yC
— Problematic Hydrophytic Vegetation' (Explain)
2
fact
3 A I I itA VO- dl
O r& LA
'Indicators of hydnc soil,and wetland hydrology must
4
�� V'fd'
—
°0
be present, unless disturbed or problematic
r
c
Definitions of Four Vegetation Stratas
5
i
6
Tree - Woody plants, excluding,vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of ,
7
height
B
Sapling /Shrub - Woody plants, excluding vines, less
9
than 311n DBH,and greater than or equal to.3 28 It (1
10
m) tali
11
Herb - All herbaceous (non - woody) plants, regardless
woody less than 3 28 ft,tall
=Total Cover
5015/. total 20% total �
of size, and plants
of cover of cover
Woody vine - All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size,
)
height
1
2
3
4
-
Hydrophytic
15
Vegetation
= Total Cover ° Present? Yes No
50 %,of totaf,cover• 20% of total cover
Remarks (Include photo numbers here or on a separate sheet)
US Army Corps of,Engineers Eastern Mountains and Piedmont- Version 2 0

• *SOIL
Sampling Point DkinpWcl
Profile Description (Describe to the depth needed to document the indicator or confirm the aosence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) %__ _Type Loci Texture Remarks
'Type C =Concentration, D =Depletion, RM= Reduced Matrix, MS= Masked Sand Grains 'Location- 'PL =Pore Linmq, M= Matrx.
Hydric Sod Indicators:
Indicators for Problematic Hydric Sods'•
_ Histosoi (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed�Matnx (172)
_ Piedmont Floodplam Soils (FT9)
Stratified Layers (A5),
_ Depleted Matrix (F3)
(MLRA 136, 147)
_
_ 2'1cm Muck (A10) (LRR,N)
_ Redox Dark Surface (F6)
_ Very Shallow'Dark Surface (T,F12)
_ Depleted'Below Dark,Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
Sandy Mucky Mineral (St) (LRR N,
= Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA,136)
Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_
_ Sandy Redox (S5)
—'Piedmont Floodplam Sods (F19) (MLRA 148)
wetland hydrology,must,be „present;
_ StrippedWatnx (S6)
_ ,Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic
Restrictive Layer (ifobserved):
Type:
Depth (inches)
Hydnc Soil Present? Yes No l-
- (her-t a -r-e V10 (' (yj rs a-F lA ye(( i c s o)1s pirawj,
tUS Army Corps of Engineers Eastern Mountains and Piedmont – Version 2 0

WETLAND DETERMINATION DATA FORM – Eastern'Mountains and `Piedmont Region
° ProlecUSite 'WRav!a Gtm(ke-C%l ¢� 1wr�a Sf wee City /County.; 8e-Cjd'1 tnbu(A bwtf+ Sampling Date ,O3 yl it�i
ApplicanUOwner (✓Fnaabw- [!c(, {IM�JV(q �t�r('ift�Ci' C�tN1Q1✓�t Ci`/U40) State N(d Sampling Point.ORZ
Investigator(s) &A-m LM?t o11, P iS 4 1T- Section, Township, Range �{u�n1'2r.SVI rP�.
Landform (hdlslope, terrace, etc) a,00djQja (Y Local relief, (concave, convex, none) enM Wt-e- Slope (° /6) 'o -a-
Subregion (LRR or MLRA) M "L- ii2 A -'La( WS S-glg *:1a * Long. \tj jig • Q 0 -S I'm Datum WAS) �
Sod Map Unit Name- A1QV 6.A WCEWN t 0 -a °�• Sloae- . w'I iM t'lUaxlS NWI classification
Are climatic / hydrologic`conditions on theaRe typical for this,time of year? Yes X No (If no, explain in Remarks)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes_ No
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS.— Attach site map showing sampling point locations, transects, important features, etc.
Hydrophyuc Vegetation Present? Yes __t No Is the Sampled Area
Hydnc Sod Present? Yes T— No within a Wetland? Yes _X No
Wetland Hydrology Present? Yes _ (X No
a prc�ewf'cnfi�� �VC4SC;hb✓OLL IrJ&YOrld 0&eO.
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators•fmmimum of twoFrequired)
Primary, Indicators minimum ofone.is re Mired• check all that,a I
_ Surface Soil Cracks'(136)
_ Surface'Water (Al)
_ True AquaticiPlants (614)
_ Sparsely Vegetated Concave, Surface (138)
Hgh,Water Table,,(A2)'
_ Hydrogen °Sulfide Odor, (Cl)
-�L( Drainage Patterns (B10)
X Saturation (A3)
_ Oxidized Rhizospheres;oriLiwng'Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (131)
_ Presence of Reduced Iron,(C4)
_ Dry- Season Water Table,(C2)
X Sediment Deposits (62)
_ Recent Iron Reduction in Tdled,Sods (C6)
Crayfish Burrows, (C6)
_ Dnft'Deposits (83)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery'(C9)
�C Algal Mat,or Crust '(134),
_ Other (Explain in Remarks)
_ Stunted,or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position 02)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water - Stained Leaves (139)
_ Microtopographic Relief,(D4)
_ Aquatic Fauna (613)
FAC- Neutra( Test (D5)
Field Observations:
v
Surface Water Present? Yes' No
Depth (inches)
Water Table Present? Yes X No
Depth (inches)
Saturation Present? Yes No
_4
Depth (inches) 0—
Wetland
Hydrology Present? Yes X No
(includes ca dla ry. fringe)
Describe Recorded Data (stream,gauge, monitoring well, aerial photos, previous inspections), if available,
Remarks
elf S �,� W �l �✓, �,�, (o�� a dz
US Army Corps of Engineers Eastern,MountMns and Piedmont - Version 2 0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point- DMA- W?j, -M
Remarks. (Include photo numbers here or on a separate sheet )
,d,Mt MA,A Qs?i`t is } L L7/ V� e,-Q-.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version,2 0
Absolute Dominant Indicator
Dominance Test—worksheet,
Tree Stratum (Plot size
)
% Cover Species? Status
Number of Dommant,Species
1
That Are OBL, FACW, or FAC (A)
2
Total Number of Dominant
3•
Species Across AII'Strata , (B)
4
Percent of Dominant Species
5---
That Are OBL,<FACW, or1FAC l �Q (AIB)
6
Prevalence Index worksheet-
7
Total Cover
Total %,Cover of: Muitioiv.by,
50% of total cover
20% of total cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size - --
)
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x -4 =
3
UPL species x'5 =
4
Column Totals (A) (B)
5
Prevalence;index = BIA =
6
Hydrophytic Vegetation Indicators•
7
_ 1 - Rapid Test for Hydrophytic Vegetation
B
2 - Dominance Testis >50%
9
•�
_ 3 - ;Prevalence Index is 53 0'
= Total,Cover
4 - Morphological'Adaptations' (Provide supporting
50% of total cover
20% of.total cover
_
data in Rerr'iarks+or on a separate sheet)
Herb Stratum (Plot size
)
1 akk
u 5
/a., t/ ©� ,.n, , ,
Y/%LW
_Problematic Hydrophytic Vegetation' (Expiam)
2({JK I ',((i
(�
��
3 (' 1 ! (J yl S ,Gh1D
�r t Yl Ak S
�� yes �
'Indicators of hydnc sod and wetland hydrology must
be present, unless disturbed or problematic
4
Definitions,of,Four Vegetation Strata:
5
6
-
_
Tree - Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast heighb(DBH), regardless of
7
height
8
Sapling /Shrub - Woody plants, excluding vines, less
9 •
-
than 3 in DBH and greater than or equal to 3 28,ft (1
10
m) tall
11
Herb - All herbaceous,(non- woody) plants, regardless
I =Total Cover
of size, and woody plants,less than 3 28 ft tall
50 %,of,total,cover
3 . r 20% of totaPcover 1
'
Woody vine - AILvJOOdy vmes,greater than 3 28 ft,in,
Woody Vine Stratum (PloCsize'
)
height.
1
-
2
3
4
Hydrophytic
5
= Total Cover
Vegetation
Present? Yes —X No
50% of total cover
20% of total,cover-
Remarks. (Include photo numbers here or on a separate sheet )
,d,Mt MA,A Qs?i`t is } L L7/ V� e,-Q-.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version,2 0

SOIL Sampling Point-PEZ -16k
Profile Description- (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % _ _Color (moist) % Type Loc Texture Remarks
o-�- �.SY 6 Yx '119 Xo (0L
boo a,
'Type C =Concentration, D= Depletion, RM =Reduced Matrix, MS =Masked Sand,Gralns, Location PL= Pore1inincl, M =Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydnc Sods3
_ Histosol (A1)
_ Dark,Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox, (Al 6)
_ Black Histic (A3)
_ Thin Dark SUrface,(S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified, Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm, Muck (A10) (LRR N),
_ Redox Dark Surface (F6)
_ Very Shallow Dark'Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick,DarkSurface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses,(F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Fioodplain Sods (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic
Type,
Depth (inches) Hydnc Sod;P,resent? Yes No
marks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2;D

WETLAND DETERMINATION DATA FORM - Eastern Mountains °and Piedmont Region
• Project /Site, N.Prora CJWkf.C4 k SCA�41(% SCIMC�C Gty /County 8edd 414CA CAwt-i a= Sampling Date DS/.?) 107
Applicant/Owner Cb,X HC !49VCM (A+J','h\U bg:,p.C�vt,C1� t LcmaD) State_ Sampling Pont
I ivestigator(s) `I'R kw'�nvl,iwlS � Y1W'v%1i.1d 1'r Section, Township, Range
Landform (hdislope, terrace, etc) _T 066+41D�L1V1 Local relief, (concave, convex, none). CGl/I �a t e' Slope ( %) 0 ^�
Subregion (LRR or MLRA) M LIQ� Lat 3 S•KI g��o2' /�, Long. �4 IJ 0 31119 Datum 3
Soil Map Unit Name t~SOV1ALQo 10av -, o _a ��• s6ne" -�'('fA ew t yor'ud (Mol NWI classification
Arwcbmatia/ hydrologic conditions,on'the site typical, forthis time of year? Yes No (If -ho, explain in Remarks )
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes_ No
Are Vegetation Sod or Hydrology naturally problematic? (if needed, explain any answers in Remarks )
SUMMARY OF FINDINGS - Attach site map,showing sampling,point locations, transects, important features, etc.
Hydrophytic'VegetabonPresent? Yes _X No
Is the Sampled Area
Hydnc Sod Present? Yes No - within a *Wetland? Yes x No
Wetland Hydrology'Present? Yes No _
IJL Pav* 'Is (ff rr V' of � J U' *eA� C+b1-k 1,+ Hctod q reu .
HYDROLOGY
Wetland Hydrology Indicators.
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
_ Surface Sod Cracks (B6)
Surface,Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (B8)
HighbWater Table, (A2)
_ Hydrogen,Sulfide Odor (Cl)
X Drainage Patterns (1310)
Saturation (A3)
'i Oxidized Rmzospheres on Living Roots (C3) _ Moss Trim Lines (B16)
_ Water Marks (B1)
-X Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Sods (C6)
Crayfish Burrows (C8)
_ Dr&Deposits,(B3)
_ Thm'Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust'(134)
— Other (Explain m`Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aenal Imagery (B7)
_ Shallow Aquitard (D3)
Water - Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
— FAC- Neutral'Test (D5)
Field Observations.
\,
Surface Water Present? Yes 7` No
Depth (inches)
Water Table Present? Yes V No
Depth (inches)
Saturation Present? Yes _ % No
Depth (inches) 0"
Wetland'Hydrology Present? Yes No
(includes capillary fringe)
?
Describe Recorded Data (stream gauge, monitonng,well, aerial photos, previous inspections), if- available
Remarks
vi�
a 10
i
US Army Corps,of Engineers Eastern Mountains and Piedmont –Version 2 0.

'VEGETATION (Four Strata) — Use,scientific names of plants.
Sampling Point' 3-y Q3
65 = Total Cover
50% of total cover, Z 7.1' 20% of total cover
Sapling /Shrub Stratum (Plot size )
3 L i A/ eCA_ b2ELA, W /0 NV �G
4 0,1 1& eAA eg -
5
6 _
7
8
9
56 = Total Cover
50% of.total cover ��_� 20% of total cover
Herb Stratum (Plot size r—)
r c 7�fr U t-
2 x i ayd rm r-cy),?.4W F to YES
I u
3
4
5
6
7
9
10
11 _
2 = Total Cover
50% of total cover ( 7-f 200/6, of total cover 5
Woody Vine Stratum (Plot size )
Total % Cover of
Absolute
Dominant Indicator
Dominance Test worksheet -
Tree,Stratum (Plot size )
1 A rU_,�,rLt m
% Cover
Soecies7,
Yet
Status '
f, ff-L
Numberof,Dommant Species
That Are OBL, FACW „or FAC- (A)
2 m k
UPL species
,eS
r7- r
(A) (B),
r
3
� 7
,G�`'
J-cu.14t
Total Number of Dominant
Speceg Across Ail Strata (B)
4 L►Yf�O G'Ld;i '�hil�l �GL.
.S
ND
5
Percent of Dominant Species
That Are OBL, FACW, or FAC _/00— (A /B)
6
7
Prevalence Index, worksheet:
65 = Total Cover
50% of total cover, Z 7.1' 20% of total cover
Sapling /Shrub Stratum (Plot size )
3 L i A/ eCA_ b2ELA, W /0 NV �G
4 0,1 1& eAA eg -
5
6 _
7
8
9
56 = Total Cover
50% of.total cover ��_� 20% of total cover
Herb Stratum (Plot size r—)
r c 7�fr U t-
2 x i ayd rm r-cy),?.4W F to YES
I u
3
4
5
6
7
9
10
11 _
2 = Total Cover
50% of total cover ( 7-f 200/6, of total cover 5
Woody Vine Stratum (Plot size )
Total % Cover of
Multiply by
OBL species
x 1 =
,FACW,species
x 2 =
,FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5-
Column Totals
(A) (B),
Prevalence Index = BIA =
Hydrophytic Vegetation And icators
_ 1 - Rapid Test foOHydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is,53 0'
_ 4 - Morphological,Adaptations' (Provide supporting
datalih Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain),
'Indicators of hydric sod and wetland hydrology must
be,present, unless disturbed or problematic
Definitions of Four Veoetation Strata:
Tree - Woody,plants, excluding vines, 311n (7 61cm) or
more in diameter at breast height (DBH) j regardless of
height
Sapling /Shrub - Woody plants, excluding vines, less
than 3 in DBH and greater than or equal to 3 28 ft (1
m) tall
Herb - All,herbaceous,(non- woody) plants, regardless
of, size, and woody piantsdess than 3 28 ft tall
Woody vine.- All woody vines greater than 3,28 ft it
,
2
3
4 Hydrophytic
5 Vegetation
= Total Cover Present?
50% of totabcover• 20% of total cover.
Remarks- (include-photo numbers�here or on a separate sheet)
i r C i✓ vz�
Yes, No
US Army Corps of Engineers Eastern Mountains and`Piedmont -Version 2 0
1

,SOIL Sampling Point- We-
Profile Description: (Describe to the depth meeded to document the indicator or confirm,the absence of indicators)
Depth Matrix
Redox Features
(inches) Color,(moist) 0/°
Color(moist) % Tyoe Loc Texture Remarks
p Zo �o+�R tila 90
. C'yR �l� to
'Type, C= Concehtration, D =De letion, RM= Reduced'Matnx, MS= Masked,Sand Grains, 2Location• PL =Pore Lihih ,,M =Matrx
Hydric SoWIndicators:
Indicators,for Problematic Hydric Sods'
Histosol (Al)
_ Dark, Surfa cexW) _ 2 cm Muck,(A10) (MLRA 147)
_ Histic'Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matnx,(F2) _ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted,Matnx (F3) (MLRA 136J47)
_ 2 cm Muck (A10) (LRR'N)
_ Redox Dark Surface (F6) _ Very.Shallow,Dark,Surface (TF12)
_ Depleted Below Dark Surface (A11)
__ _ Depleted Dark Surface (F7) _ Other (Explaimin Remarks)
_ Thick Dark Surface (Al2)
_ Redox, Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ ,Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
Piedmont Floodplain Soils-(F19) (MLRA 148) wetland hydrology,must be present,
_ 5tnpped Matrix (S6)
_ Red Parent Material (F21).(MLRA 127, 147) unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Hydric Sod Present? Yes _� No
Remarks
SDI)s a�(Y_ pres-OK-t
a
US.Army Corps of Engineers Eastern Mountains and,Piedmont—Version,2 0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont'Region
•
Project/Site N.Q (,iG(fCG%d" SGvuA&n� Sew City/County �Cl�1/lbtt(GI� wt Sampling Date
ApplicantlOwner (kacleNC %�GI�iGNIAACA �i4h�'itt�Ci'1JC C%kwt�r�tLOAM State 40 Sampling Pointe
invesugator(s) (a. &kftwvt,PWS 4 //Y.'N4o, %oJ?l - Section, Township, Range tAr►�f(.SVt,j�P
Landform (hdlslope, terrace, etc), . -Plf9l9Fif/� (/) Local relief (concave, convex, none) i ntl CGc to, slope ( %) o —a
Subregion (LRR +or MLRA) KAJ.J i4 Lat Long, We 0 • go -3 I'm Datum IS Z
Soil Map Unit Name 900aeav% barn f 0 -a �f• Slopiti.&p LrcfW &O (04 NWI classification
Are climatic /'hydrologic conditions on,the site typical for this time of year? Yeas,_)< No (If,no, explain in „Remarks )
Are Vegetation Sod or Hydrology significantly disturbed? Are 'Normal Circumstances” present? Yes_ No
Are Vegetation Sod or Hydrology naturally problematic? (if needed, explain any answers in Remarks )
SUMMARY OF FINDINGS - Attach site•map showing,sampling point "locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is °the'Sampled Area �r
Hydnc'Soil Present? Yes No within a Wetland? Yes /� No
Wedand,Hydrology Present? Yes No
JVf1 "1 l'U,W1AJ ►A'at vI'd aria
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required) '
Primary Indicators (minimum of one is requred, check all that apply)
_ Surface Sod Cracks (B6)
_x Surface Water (Al) _
True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface ,(138),
Y High -Water Table (A2) ,
Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (B10)
Saturatiow(A3) _
Oxidized,Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16)
_ Water Marks (B1) _
Presence,of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment,Deposits (B2) _
Recent Iron Reduction in Tillea Soils (C6) _ Crayfish Burrows (CS)
_ Drift Deposits (B3) _
Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat'or Crust (B4) _
Other (Explain in,Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3),
Y Water - Stained Leaves�(139)
_ Microtopographic Relief (D4)
_ Aquauc,Fauna (B13)
FAC- Neutral Test (D5)
Field Observations.
Surface Water, Present? Yes X No
Depth (inches)
Water Table Present? Yes X No
Depth (inches) _ 0�-
Saturation Present? Yes No
Depth,(inches)- 'D
Wetland Hydrology Present? Yes k No
(includes capillary fringe)
- Describe Recorded,Data (stream gauge, monrtormg,well, aerial,photos, previous inspections), if available
Remarks
llncl� cc�,4vrs W�e--f A-J
hyd(bco5 Y a,t
I
US Army Corps, of Engineers Eastern Mountains and Piedmont- Version 2 0

'VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point- D04- W61-M
Remarks (Include,photo numbers here or on a separate sheet)
/60,6 610 d MIL/l✓14"t, 0%6 �r i s � o� Pt{'4' ,
US Army Corps of Engineers Eastern Mountains,and Piedmont -Version 2 0
Absolute Dominant Indicator
Dominance Test worksheet-
Tree Stratum (Plot size ) % Cover Species? Status
Number of Dommant,Species
1
W)
That-Are OBL, FACW, or FAC (A)
2
14 V�"4'oi tM bnr St u�atP,i't'�1(Cy �5 YESf
Total Number of Dominant
3,-
- i
Species,Across All Strata (B)
4
5
Percent of DominanuSpecies
10D
That Are'OBL, FACW, or FAC (A /B)
6
Prevalence Index worksheet:
7
�� = Total Cover
Total % Coverof Muluol by
50% of total3cover Z r 20 % +of total cover ��
OBL species X1 =
Saplin�Shrub
Stratum (Plot size )
FACW species x 2 =
1
��X/����N����.����'_ I b �$
��
FAC species x 3=
2
FACU species x 4 = i
3
UPL species x,,5 =
4
Column Totals (A) (B)
5
Prevalence Index = B/A =
—
6
Hydrophytic Vegetationdndicators
7
-
1 - Rapid Test`for Hydrophytic Vegetation
8
- __
2 - Dominance Test is,>50 %,
9
3 - Prevalence Indevis s3;0'
/ = Total-Cover
S
_
4 - Morphological Adaptations' (Provide supporting
509° of total cover, 20%' of total cover,
data.in Remarks or on a separate sheet)
Herb Stratum (Plot size )
— Problematic Hydrophytic Vegetation' (Explain)
mow? i rtv
2
'lndicators,of +hydnc soilhand wetland hydrology,must
3
-
be present, unless, disturbed or problematic
4
-
Definitions of Four Vegetation Strata: -
5
6
Tree - Woody plants, excluding vines, 3 in (7 6 cm) or
-
more1n, diameter at'breast height (DBH), regardless of
7.
height
8
-
Sapling /Shrub -Woody plants, excluding vines, less
9
than Sin DBH and greater than or equal to 3 28,ft (1
10
m),tali
11
Herb - All herbaceous (non- woody) plants, regardless
I?_ = Total Cover
of size, and woody plants less than 3 28 ft tall
509'0 of'total cover, �_ 20 %of total cover
Woody vine - All woody vines °greater °than 3 28 ft in
Woody
Vine Stratum (Plot size )
height
-
1,
2
1
3
4•
Hydrophytic,
5
-
Vegetation
= Total Cover
Present? Yes No
50 %,of total cover, 20% of total cover
Remarks (Include,photo numbers here or on a separate sheet)
/60,6 610 d MIL/l✓14"t, 0%6 �r i s � o� Pt{'4' ,
US Army Corps of Engineers Eastern Mountains,and Piedmont -Version 2 0

-SOIL
Sampling Point- G
Profile Description (Describe to the depth needed,to document-the indicator or confirm the absence,of indicators }
Depth Matrix _ Redox Features
(inches) C for moist ) % Color (moist) % Type Loc Texture Remarks
o - za to I Q ova _� nPrwl �
'Type C= Concentration, D= Depletion, RM= Reduced'Matrix, MS =Masked'Sand,Grams 2Location PL =Pore LinlnQ, M =Matrx
Hydnc Sod Indicators:
Indicators for Problematic Hydnc Sods'
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147),
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3),
— Thin Dark?Surface (S9) (MLRA 147, 148)
,(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Sods (1`19)
_ Stratified'Layers (AS),
Depleted,Matrix (F3)
(MLRA'136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_'Depleted Below.Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ 'Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy,Mucky Mineral, (S1) (LRR N,
— Iron-Manganese Masses (F12)G(LRR,N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric,Surface, (F13) (MLRA 136, ,122)
3Indicators;of hydrophytic vegetation,and
_ Sandy Redox (S5)
_ Piedmont Floodplam Sods (F19) (MLRA 148)
wetland hydrology must be,present,
_ Stripped, Matrix (S6)
_ Red,'Parent Matenal.(F21) (MLRA 127, 147)
unless disturbed or problematic
Restrictive Layer (if observed),
Type
Depth (inches)
Hydnc Sod'Presentl Yes
SDi1S
US Army Corps,of Engineers EasternWountams• and Piedmont = Version 2 0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
• Project /Site N.QfONef UG(kc CA" Saw,j&(A SCIAX -C ,City /County 6eddti►byir bt.&A- i� Sampling Date 03 1
Applicant/Owner -�Jn Ami iL�%l A �M Uh`ei hg:g FJ✓,t Lcmup� State N,_ sampling Point M -Wr*D0
Investigator(s) �. w ah,PWS lw Sectiori,Township,Range tArrt��l.SVI���
Landform (hdlslopg, terrace, etc) _ Local relief (concave, convex, none), 06Vt 0.a V-t- Slope,(%) o -a
Subregion (LRR orMLRA) Lat Datum
Soil Map Unit Name ApdtlnPay\ <<aw, t D-a �/• 910 k iW.ea'11M T100a (MO) NWI classification.
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks )
.Are Vegetation Soil or Hydrology significantly, disturbed? Are "Normal,Circumstances" present? Yes,_ Z— No,
Are Vegetation Sod or Hydrology _ naturally problematic? (if needed, explain any answers in Remarks )
SUMMARY OF FINDINGS- Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation, Present? Yes No
Hydnc Sod Present? Yes No is the Sampled Area
wtthtn,a Wetland? Yes No
Wetland Hydrology Present? Yes No
HYDROLOGY
Wetland Hydrology Indicators,
Secondaryndicators (minimum two required)
Primary Indicators (mnimum,of one is reauired:
check all that apply)
— SurfaceLSod Cracks (136)
Surface Water (Al)
_ TruelAquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (68)
High Water Table (A2)
_ Hydrogen Sulfide Odor(C1)
7?f Drainage Patterns (B10)
lk Saturation (A3)
Oxidized Rh¢ospheres on Living Roots (C3) _ 'Moss Trim Lines (616)
_ Water Marks (61)
— Presence of Reducedilron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction th Tilled Soils (C6) _X' Crayfish Burrows (C8)
_ Dnft;Deposits (B3)
_ Thin;Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain ^m Remarks)
_ Stunted,or Stressed Plants (D1)
Iron Deposits (85)
_ Geomorphic Position (D2)
Inundation Visible on Aenal,lmagery (137)
_ Shallow Aquitard (D3)
�[ Water - Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic, Fauna,,(B13)
FAC- Neutral Test'(D5)
Fteld`Observations
Surface' Water Present? Yes X No
__ Depth'0nches) 0 _a 4
Water Table Present? Yes �- No
Depth (inches) &
Saturation Present? Yes No
Depth (inches), 0 n
Wetland Hydrology Present? Yes x No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available-
Remarks
,
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

'VEGETATION (Four Strata) — Use °scientific names of plants.
Woody Vine Stratum (Plot size
1.
2
3
4
5
_S5_ =Total Cover
50% of total cover 17, �_ 20 % of total cover _7:7-
1
Sampling Point' DPS-Wc i1D
Numberof Dominant Species
Absolute
Dominant Indicator
Tree Stratum (Plot size )
% Cover
Species? Status
Species Across All Strata
(B)
Percent of Dominant Species
2
That Are OBL, FACW, or FAC
(A /B)
3.
(A) (B)
4
5
6
7
= Total Cover
50 %,of total cover
20% of
total cover
Saohn Shrub Stratum (Plot size• )
1, OSlt�?R ��S �[bLS
o`Z
YES 1•
2
3
4
5
6
7
8
9
o?
= Total Cover
50% of total cover
( 20% of
total cover 0
Herb Stratum (Plot size- )
1 H!&g tot2Lc. Vich,alta.¢z,
Ir
1(—g b13L
2, ( -Ajr " ti (lt tom-
to
_% 0_1
3 j vy-. nU( P�vtsvt ic
to
� rAyw
4
5.
6
7
8
9
10 _
11
Woody Vine Stratum (Plot size
1.
2
3
4
5
_S5_ =Total Cover
50% of total cover 17, �_ 20 % of total cover _7:7-
1
Sampling Point' DPS-Wc i1D
Numberof Dominant Species
Multiply by
That,Are OBL, FACW'or FAC
(A)
Total,Number of Dominant
/
Species Across All Strata
(B)
Percent of Dominant Species
x 4 =
That Are OBL, FACW, or FAC
(A /B)
Total % Cover of
Multiply by
OBL species
x'1 =
FACW species
x -2 = _
FAC species
x,3 =
FACU species
x 4 =
UPL species
x,5 =
Column Totals
(A) (B)
Prevalence'Index = BIA= _
Hydrophytic Vegetation Indicators.
1 - Rapid Test for Hydrophytic Vegetation
2 -,Dominance Test is >50%
_ 3 - Prevalence Index is 53 0'
— 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators,of hydnc soil and wetland hydrology must
be present, unless disturbed or problematic
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBII), regardless +of
height.
'Sapling /Shrub – Woody plants,,excluding vines, less
than 3 in DBH and greater than or equal to 3 28 ft (1
M) tall,
Herb – All herbaceous (non- woody) plants, regardless
otsize, and woody plants less than 3 28 ft tall
Woody vine – All woody,vines greater than 3 28 ft in
Hydrophytic
Vegetation
= Total Cover Present? Yes _)L_ No
50% of total,cov_er: 20% of,total cover
rs here,or on a,seoarate sheet.)
pau►�,'n�l" ���{,�i �3 fi�C or
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2 -0

SOIL
Profile Description- (Describe to the del
Depth Matrix
(inches) Color (moist? %
AJ�-- °—L - "I--�-
1 —w N r o0
Sampling Point �2 ?S-'Vt�a+DD
'Type C= Concentration, D= Depletion, RM= Reduced,Matnx, MS= Masked,Sand Grains `Locabon PL =Pore Limna, M =Matnx
Hydric Soil, Indicators.
indicators,for Problematic Hydric Sods'.
_ Histosol,(A1)
_ Dark =Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black,Hisbc (A3)
_ Thin Dark Surface'(S9) (MLRA 147,148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
4 Loamy Gieyed Matrix (F2)
_ Piedmont Floodplain Soils'(F19)
_ Stratified, Layers (AS)
— Depleted Matrix (F3)
(MLRA 13'6,147)
_ 2'cm Muck (A10) (LRR'N)
_ Redox Dark Surface (F6)
— Very Shallow Dark Surface (TF12)
_ Depleted'Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain In Remarks)
_ Thick ,'Dark�Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
— Sandy Gleyed,Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)'
'Indicators of hydrophytic vegetation and
_ Sandy Redox.(S5)
_ Piedmont;Floodplam Soils (F19) (MLRA 148)
wetland, hydrology, must be present,
--Stripped Matnx =(S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic
Restrictive Layer (if observed)
Type,
Depth (inches)
Hydric Soil Present? Yes No
4 lk X61' I C s '01 IS apt �rf .
US Army Corps of Engineers Eastern Mountains and Piedmont –Version 2 0

WETLAND DETERMINATIONA DATA FORM — Eastern Mountains and Piedmont Region 2
Project/Site Oronr Qairke Cq" Say )&N S6wu- City/County Medd4l ibu(A 6wlba. Sampling Date
Applicant/Owner,Lw;6fAe _&C�10XA tArhit hA beAU* Ar►^t LMtAU�— State Jj(G Sampling Point bAltl " E6
,Investigator(s) 12 *i&vtyI,Pws 4 )6TW,4.u,WPIT- Section, Township, Range Mt-e(.SVI1f4e_
Landform (hilislope, terrace, etc) INLQQ!�16IAV7 Local relief (concave, convex, none) CT*t OA V•Q Slope(%) o —a
Subregion,(LRR or MLRA) 1\11 i-I4A, Lat WJ'6- 4I94$9' L ong W'0. 9 © 31-99 Datum N
Soil Map UrntName Moytcu!av% Wctw, 0 -a' /• S�ol}[S.-�{Ccfb.l.w'f1M PIDOA t / MD) _ NWI classification
Are climatic I hydrologic conditions on the site typicaffor this time of -year? Yes X No (If no, explain in Remarks )
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes_ No
Are Vegetation _ , Sod or Hydrology naturally, problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophy is Vegetation Present? Yes No Is,the Sampled Area
Hydnc Soil Present? Yes ')C No within a Wetland? Yes _X No -
Wetland Hydrology Present? Yes T No
DfAfoiAt �S
HYDROLOGY
fef(y,�\,'c 0� a J'I,f(I r�,�ll�fi(M4.Q �e:� -(u�c 0/- i
Wedand Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is, reouired,� check, all that apply)
_ Surface,Soil Cracks (86)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (BB)
_ High Water Table (A2)
_ Hydrogen Sulfide:Odor'(CI)
YDrainagg Patterns (B10)
�( Saturation (A3)
Oxidized Rhizospheres,on Living Roots (C3) _ Moss Trim Lines (1316)
_ WaterVarks (131)
Presence'of Reduced Iron (C4)
_ D_ry- Season Water Table' (C2)
_ Sediment Deposits (82)
_ Recent Iron Reduction in Tilled Sods (C6) Crayfish Burrows (C8)
Drift Deposits (B3)
_ Thin Muck Surface'(C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (01)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water - Stained Leaves (B9)
_ Microtopographic,Relief'(D4)
_ Aquatic Fauna (B13)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Y Depth (inches)
Water Table Present? Yes k No
Depth (inches)- n
Saturation Present? Yes, No
Depth (inches)
Wetland Hydrology Present? Yes No,
(includes capillary fringe)
-
-_
Describe Recorded Data (stream gauge,,monitonng well, aerial - photos, previous inspections), if available
Remarks
-
1�1c1'►ca cs of vio- Jetvia
tee .
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

•VEGETATION (Four Strata) - Use,sctenttftc names of plants.
Tree'S ratum (Plot size ) % Cover Species Status
- —� -Y4 —
2 to ye- 3 i/Gt
N �� CIIS
� L i a S �J �'1`Gat,
4
5 -
6
7
v = Total Cover
50% of total cover 20% of total coveF (�7_
Saplin /Shrub Stratum (Plot size 1
1 (t lU
2 C>7f- YlAli IA44d h —[ !—
3 �,ta �ift0.�� �� �ks_ FA(JL
4
5
6
7
8
9
= Total Cover
50% of total cover %Z•S` 20% of total,cover
Sampling Pomt:'tjP( -JAWED
Numbef`of`Dommant Species 1,
That Are OBL, FACW, or FAC / (A)
Total;Number of Dominant
Species Across AII,Strata 1�7— (B)
Percent of Dominant Species //
That Are OBL, FACK or FAC �(O (A/B)
Total,% Cover of
Multioiy by
OBL species
x 1 =
FACW species
x 2 =
FAC`species
x ;3'=
FACU species
x 4 =
UPL species
x 5 =
Column Totals
(A) (B)
Prevalence Index ='B /A =
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is < -3 0'
_ 4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size ) data in Remarks or on a separate sheet)
1 L(7►tiiC.P.. & � � C Vjf � _ Problematic,Hydrophytic Vegetation' (Explain)
2 w1 G 5 - - N
3 �d�_i�t,o t/) A10 'Indicators of hydnc sod and wetland hydrology must
he present, unless disturbed or problematic
4 Definitions of Four Vegetation Strata.
5
6 Tree - Woody plants, excluding vines, 3 in (7 6,cm) or
more in diameter at breast height (DBH), regardless,of
7 height
8_ -
Sapling/Shrub - Woody plants, excluding vines, less
9 than 3 in DBH and greater than or equal to 3,28 ft (1
10 m) tall
11 - -- - - - -- - - - - - H b All h b a u n -woo r ( d) I is dl
ess
--Z7 = Total Cover
50% of total cover % 20 %,of total cover: y
Woody Vine Stratum (Plot size )
1
2
3
4
5
= Total Cover
50% of.total cover 20% of total, cover
rs here or on-,a separate,sheet )
er - er ceos no y pan , rega
of size, and,woody plants less than 3 °28 ft tall.
Woody vine —AlP woody vines greater than 3 28A in
height
Hydrophytic
Vegetation
Present? Yes, No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

SOIL
Sampling Point. D& I,tAwc-
Pfofile Description (Describe to the depth needed to document the indicator or confircri the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color,(moist) `% Tyoe Loc Texture Remarks
10 lot,
5 -ro --. S"Y� b7i 0 s Y2 6/19 30 C
o - PL-
Y9 g _ .70 5 YL�s/ J!z C, R;�i—
'Type C= Concentration, D= Dep_II -ebon, RM =Reduced Matrix, MS= Masked Sand Grains `Location PL =Pore Lminq „M =Matrix
Hydnc Soil Indicators:
Indicators for'Problertiatic Hydnc Sods'
Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ 'Histic Epipedom(A2)
_ Polyvalue Below'Surface ,,(S8),(MLRA 147,; 148)
_,Coast Prairie Redox '(A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen,Sulfide (A4)
_ Loamy Gleyed Matnx,(F2)
— Piedmont Floodplain Sods (F19)
Stratified Layers (A5)
Depleted'Matnx (F3)
(MLRA 136J47)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain,in Remarks)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (51) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 1'41,148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophyic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplaini Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped'Matrix (56)
_ Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic
Type,
Depth (inches).
Hydnc Sod Present? Yes 1G No
j14- 'Kyd(IC - 'O►Is a.I-c
US Army Corps'of Engineers Eastern Mountains and Piedmont - Version 2 0

Statement of Compliance with Session Law,2009 -337 An Act to Promote
the Use of Compensatory Mitigation Banks and SL 2011 -343.
(link tb -SL 2009=3371 (I1nKto--SL- 2011 =343)
Prior to accessing the Ecosystem Enhancement Program (EEP)'In -Lieu Fee Mitigation
P -rogram, all applicants requestrng wetlands, stream and /or riparian buffer mitigation are now
required by law to comply with Session Law 2009 -337 An Act to Promote the. Use of
Compensatory Mitigation Banks and Session Law 2011 -343 All requests submitted on or
after June 27, 2011 MUST include this form signed, and dated by the permit applicant or an
authorized agent. Please refer to DENR's Implementation Policy for more detailed guidance
Compliance Statement!
I have read and understand SL- 2009 -337 and SL- 2011 -343 and have, to the best of my
knowledge, complied with their requirements. I understand that participation in the
NCEEP is voluntary and subject to approval by permitting agencies.
Please check all that apply:
© Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143- 214.11 (as amended by SL 2011 -
'343),and'is not required to purchase credits from a mitigation bank.
There are no listed mitigation banks with the credit type I need located in the
hydrologic unit where this impact will take place fllnik i6-tW>t'listi
p Mitigation bank(s) `in the hydrologic unit where the impacts will occur have been
contacted and credits are not currently available.
Ej The DWR or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
p This is a renewal request and the permit application is under review. Bank
credits were not available at the time the application was submitted.,
Enter date permit application was submitted for review:
Note: It is the applicant''s responsibility to document,any inquiries made toprivate mitigation
banks regarding credit availability.
-'I'- have read
and - understand ,':EEP's -Fefirrid.tio'licies- (attached)
irnihal here
Signature of A plicant or Agent
1 ;7 % //
Date
North Prong Clarke Creek Sanitary Sewer
Project Name
Thomas Blackwell
Printed Name
Hunterswlle, North Carolina
Location

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORD Revised June 18, 2014
Complete�requested information, sign and date, emad,to keliy wdliarrsng.ncdenr gov Attachments are acceptable for clarification
purposes (location map, address or lat long is required) Information submitted is subject to NC Public Records Law and may be
�eguested.bv third`partes Review,meetings are held on Tuesday afternoons
CONTACT INFORMATION
APPLICAN_T'S AGENT
_ APPLICANT _
1.YBusiness /Company Name
Carolina Wetland Services, Inc
Charlotte- Mecklenburg Utilities Dept
2. Contact Person
_ -- Thomas Blackwell, PWS
Mr George Brant
3. Street Address or P,O Box
550 E Westinghouse Boulevard
5100 Brookshire Boulevard
Charlotte, NC 28216
4. City, State, Zip
i Charlotte, NC 28273
5. Telephone Number _ 704 - 527 -1177 704- 391 -5170
6. E -Mail Address i tom @cws -mc net gbrant@ci charlotte nc us
- — �-- _- - - - -�- PROJECT INFORMATION - � - -_ ^ -- ^-
7. Project Name North Prong Clarke Creek Sanitary Sewer
8. Project Location (nearest town, city)
Huntersvdle, North Carolina
N35 418772, W80 803198
9. Lat -Long Coordinates or attach a map
10. County
Mecklenburg
11. River Basin & Cataloging Unit (8- digit)
Yadkin (HUC # 803040105)
(See Note 1)
12: Project Type "indicate owner`type and
Owner Type 0 Government E3 Private
write in project °type (e'g school, church, retail,
-
residential, apartments, road, utilities, military,
Project Type Charlotte -heck Utilities Department - Sewer Project
- etch-- .— ___ —�— -
- -_--- - - - - - -_- -
13.'Riparian Wetland Impact (ac ) (e g , 0 -13)
0.25 acre (impacting 0.12 acre)
' -�-
14. Non - Riparian Wetland Impact (ac)
15. Coastal Marsh Impact,(ac)
N/A
Warm Cool -- Cold
Zone 1 I Zone 2- _
16. Stream Impact (ft ) (e g 1,,234)
17. Riparian Buffer Impact (sq ft )
Include subwatershed if Jordan or Falls Lake
i
18. Regulatory Agency Staff Contacts
NCDWR
USACE Mr William Elliott
Other Mr Alan Johnson, NCDWR
Check (4) below if this request is for a
By signing °below, =the applicant is,,confirming,they have
"refund
Q revision to a current acceptance
read'and understand_EEP's policy;posted at
nceep.riet an&bitached toAhis -farm.
Q renewal of an expired acceptance
Sig re of Ap lic nt o Autho ized Agent:
© extension of unexpired,acceptance
_
Date:
Note 1 For help in determining the Cataloging Unit, visit www nceep net or contact ttr
Direct questions to Kelly'Wlliams at 919 - 707 -8915 or kelly williams @ncdenr gov or "to EEP's front desk at 919 -707 -8976

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 07/10/14
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Charlotte- Mecklenburg Utilities Department
POC: Mr. George Brant
5100 Brookshire Boulevard
Charlotte, NC 28216
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District
D. PROJECT'LOCATION(S) AND BACKGROUND INFORMATION: south of
Ramah Church Road to Huntersville- Concord Road-and south of Huntersville- Concord
Road to confluence to South Prong Clarke Creek in Huntersville, NC
(USE THE ATTACHED TABLE TO ,DOCUMENT MULTIPLE WATERB'ODIES
AT DIFFERENT SITES)
State- NG County /parish /borough: Mecklenburg City: Huntersville
35.4187720 N, Long. 80.803198 0'W.
Universal Transverse'Mercator- ,NAD83
Name of nearest waterbody North Prong Clarke Creek
Identify (estimate) amount of'waters in the review,area.
Non- wetland waters 353 linearfeet: V -15' width (ft) and /or 0.04 acre.,
Cowardin Class: R3R61, R5UB1, R4SB3
Stream Flow- Intermittent/Perennial
Wetlands: 0.36 acre
Cowardin Class: PF01 E, PEW E
Name, of any water bodies on the site that have been identified as Section 1,0
waters:
Tidal
Non-Tidal-
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date
® Field Determination. Date(s). March 14 and 21, 2014

1 The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised, of his or heroption to
request and obtain an approved jurisdictional determination (JD,) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
-this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide, General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions, (3) that
the applicant has the right to request an individual permit rather than'accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in, reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either,form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes, any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further; an approved JD; a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be,administratively appealed pursuant'to 33, C.F.R. Part 33'1,
and that in any administrative appeal, jurisdictional issues can be raised' (see 33,
C.F R. 331,.5(a)(2)). If; during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of'jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information
2

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
'requested, °appropriately reference sources below),
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
E Data sheets prepared /submitted by or on behalf'of the
applicant/consultant
❑ Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /,delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters' study
❑ U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
® U S Geological Survey map(s) Cite scale & quad name-1 24,000,
Cornelius, NC, Dated 1996.,
® USDA Natural Resources Conservation Service Soil.Survey Citation
Mecklenburg County'Soil Survey, dated 2013.
❑ National wetlands inventory map( §) Cite name
❑ State /Local wetland inventory map(s)
❑ FEMA/FIRM maps-
F-1 100 -year Floodplain Elevation is (National Geodectic Vertical Datum
of 1929)
® Photographs ❑ Aerial (Name & Date)
or ® Other (Name & Date)*Site photographs of stream channel
(March, 2014)
❑ Previous determination (s) File no and date, of fesponse� letter
❑ Other information (please,specify)
IMPORTANT NOTE: The information recorded' on this form has not
necessarily been verified by the Corps and should not be relied up
Signature and date of
Regulatory Project Manager
(REQUIRED)
3
I MY, I
07/10/14
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Site
Number
Latitude
Longitude
g
Cowardian
Class
Estimated
Aquatic Amount of
Resource in
Review Area
Class of Aquatic
Resource
Stream A
N35 41 8772°
W80 803198'
R3RB1
80 linear feet
non - section 10 -- non -tidal
Stream B
N35 41 8772°
W80 803198'
R51.1131
54 linear feet
non- section 10 -- ,non -tidal
Stream C
N35 41 8772°
W80 803198'
R5UB1
44 linear feet
non - section 10 - non jidal
Stream D
N35 41 8772'
W80 803198'
R4SB3
46 linear feet
non - section 10 - non -tidal
Stream E
N35 41 8772'
W80 803198°
R4SB3
129 linear feet
non - section 10 -- non - tidal
Wetland AA
N35 41 8772'
W80`803198'
PEM1 E
0 04 acre
non - section 10 - wetland
Wetland BB
N35 41 8772"
W80 803198'
PFO1 E
0 21 acre
non - section 10 - wetland
Wetland CC
N35 41 8772'
W80 803198'
PFO1 E
0 02 acre
non - section 10 Wetland
Wetland DD
N35 41 8772°
W80 803198'
PEM 1 E
0 01 acre
non - section 10 -- wetland
Wetland EE
N35 41 8772'
W80 803198'
PFO1 E
0 08 acre
non - section 10 - wetland

North Prong Clarke Creek Sanitary Sewer July 10, 2014
Natiom� ide Permit No. 12 and Request for N'eritication CWS Project No. 2013 -3255
Photograph A. View of Perennial RPW Stream A (North Prong Clarke Creek), facing upstream.
Photograph B. View of Perennial RPW Stream B, facing upstream.

North Prong; Clarke Creek Sanitary Sewer July 10, 2014
Nationi%idc Permit No. 12 and Request for Verification CWS Project No. 2013 -3255
Photograph C. View of Perennial RPW Stream C, facing upstream.
Photograph D. View of Seasonal RPW Stream D, facing downstream.

North Prong Clarke Creek Sanitary Sewer July 10, 2014
Natiorrnide Permit No. 12 and Request for Verification CWS Proieet No. 2013 -3255
Photograph E. View of Seasonal RPW Stream E, facing upstream.
Photo -rrlph I . Viesy oi' \Vct1aiid:1A. facing,iiordme.st.

North Prong, ( larke Creek Sanitarc Se%ser July 10, 2011
Natioms ide Permit No. 12 and Request for Verification CWS Project No. 2013 -3255
Photograph G. View of Wetland BB, facing north.
Photograph H. View of Wetland CC, facing north.

North Prong, Clarke Creek Sanitary Sei%er JUIV 10, 2014
Nations ide Permit No. 12 and Request for N critication CAN'S Project No. 2013 -3255
Photograph L Vied of Wetland DD, facing east.
Photograph J. View of Wetland EE, facing west.

cQh
CHARLOTTE
September 18, 2014
Dear Property Owner/ Resident:
Reference: Clarke's Creek Sanitary Sewer Outfall
Stantec Consulting Services Inc. (Stantec) is working with the Charlotte- Mecklenburg
Utility Department to design a new,sanitary sewer outfall in your area. You have received
this letter because you own property in the vicinity of the proposed improvements.
Beginning in early January 2014 and continuing,overrthe next'few months, personnel
from our office will conduct surveying and evaluation of the proposed routes for the new
sanitary sewer outfall. Because these routes may cross your property, Stantec personnel
may need access to your property to perform investigations, which may involve the
trimming of small limbs in order to facilitate the surveying.
Please be aware that Stantec personnel can be identified by our company's logo on
clothing and vehicles or by company business cards. At no time will any of our
personnel need to enter your residence.
Should you have any questions regarding this announcement, please contact me at 704-
329 -0900 M -F,'8 a.m. -5 p.m. Thank you for your cooperation.
Sincerely,
Rob Bernard, PE- Project Manager
Stantec Consulting Services Inc. (on behalf of'Charlotte- Mecklenburg Utility
Department)
Engineering Division 5100 Brookshire Boulevard Charlotte, North Carolina 28216 704 - 399 -2551
Charlotte Mecklenburg Utilities

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