20081795 Ver 1_401 Application_20081208

Corps Submittal Cover Sheet
Please provide the following info: 2 0 0 8 1 7 9 5
1. Project Name Conwav/Briabend Storm Drainage Improvements Proiect
2. Name of Property Owner/Applicant: Charlotte Storm Water Services (CSWS
3. Name of Consultant/Agent: CSWS; Mr. Isaac Hinson PWS
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: South Boulevard - Scaleybark Road intersection, Charlotte. NC
6. Subdivision Name: N/A
7. City: Charlotte
8. County: Mecklenburg
9. Lat: N35.18468° Long: W80.87393° (Decimal Degrees Please)
10. Quadrangle Name: Charlotte East & West dated 1991 & 1996 respectively
11. Waterway: UT to Little Hope Creek
12. Watershed: Catawba (HU# 03050103)
13. Requested Action:
X Nationwide Permit # 3, 18, 27, and 33 D(?( (7M2
General Permit # ?`? ! .?+ I! a.! L5
X Jurisdictional Determination Request DEC 9 2008
Pre-Application Request - -- - DE4I*. WA(ER QOAU 0
WETLANDS AND STORMINATER BRANCH
------------------------------------------------------------------------------------------------------------
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:
I
L i
CIVWS
Carolina Wetland Services
December 8, 2008
Ms. Amanda Jones
U.S. Army Corps of Engineers
151 Patton Avenue
Asheville, NC 28801
Subject: Nationwide Permit Nos. 3, 18, 27, and 33
ConwayBriabend Storm Drainage Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2007-2090
2 0 0 8 1 7 9
The ConwayBriabend Storm Drainage Improvement Project is located in Charlotte, North Carolina,
at the southeast corner of the South Boulevard - Scaleybark Road intersection (Figures 1 and 2,
enclosed). This project will improve the storm drainage system in order to alleviate or reduce
flooding in the project area. Charlotte Storm Water Services (CSWS) has contracted Carolina
Wetland Services, Inc. to provide permitting services for this project.
Applicant Name: Charlotte Storm Water Services, Isaac J. Hinson
Mailing Address: 600 East Fourth Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 704-336-4495
Street Address of Project: Conway Avenue and Briabend Drive, Charlotte, NC
Waterway: UT's to Little Hope Creek
Basin: Catawba River (HU# 03050103)
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site: N35.18468°, W80.87393°
USGS Quadrangle Name: Charlotte West and Charlotte East, North Carolina,
dated 1996 and 1991 respectively
Current Land Use
The current land use for the project area is a residential subdivision with maintained lawns and
adjacent wooded, commercial, and institutional lots fronting South Boulevard (Figure 3, enclosed).
Dominant vegetation within the project area consists of tulip poplar (Liriodendron tulipifera), red
maple (Acer rubrum), silver maple (Acer saccharinum) sweetgum (Liquidambar styraciflua), willow
oak (Quercus phellos), winged elm (Ulmus alata), poison ivy (Toxicodendron radicans), beggar ticks
(Bidens frondosa), smartweed (Polygonum pennsylvanicum), blackberry (Rubus argutus), fescue
(Festuca sp.), and various sedges (Carex spp.). According to the Soil Survey of Mecklenburg
County', on-site soils consist of Urban land (Ur) and Cecil-Urban land complex (CuB and CuD).
Cecil-Urban soils are well-drained. A Mecklenburg County Soil Survey has been included as Figure
4.
1 United States Department of Agriculture, 1971. Soil Survey of Mecklenburg County, North Carolina.
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 (v)
704-527-1133 (fax)
NORTH CAROLINA - SOUTH CAROLINA • NEW YORK
WWW.CWS-INC.NET
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos 3 18, 27, and 33 Project No. 2007-2090
FEMA Floodplains
No portion of the project area is located within a FEMA regulated floodplain (Figure 5, enclosed),
therefore no FEMA floodplain will be impacted by the project activities.
Jurisdictional Delineation
From 2003 - 2004, CWS Scientists delineated jurisdictional waters of the U.S. within the project area.
Most recently, CWS revisited the proposed impacted areas on October 23, 2008 to verify that
previously documented conditions still exist. Jurisdictional areas were delineated using the U.S.
Army Corps of Engineers (USACE) Routine On-Site Determination Method. This method is defined
in the 1987 Corps of Engineers Wetlands Delineation Manual.2 Jurisdictional stream channels were
classified according to recent USACE and North Carolina Division of Water Quality (NCDWQ)
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.
The results of the on-site field investigation conducted by CWS indicate that there are three
jurisdictional stream channels (Streams A-C), and one non jurisdictional wetland area (Wetland AA)
located within the project area (Figure 6, enclosed). On-Site waters are unnamed tributaries to Little
Hope Creek. Little Hope Creek is part of the Catawba River basin (HU# 03050103)3 and is rated
"Class C Waters" by the NCDWQ.
Stream A flows south between South Boulevard and Conway Avenue for approximately 165 linear
feet (Figure 6, enclosed). Stream A was evaluated to be Perennial. This stream exhibits moderate
flow, weak sinuosity, a 3-foot bankfull width, a weak presence of benthic macroinvertebrates, and
some evidence of wildlife use (SCP1, enclosed). Perennial Stream A was classified as a relatively
permanent water (RPW) with perennial flow according to USACE/EPA guidance (AJDF, Perennial
RPW Stream A). This stream channel scored 30 out of a possible 71 points on the NCDWQ Stream
Classification Form and 41 out of a possible 100 points on the USACE Stream Quality Assessment
Worksheet (SCP1, enclosed). A photograph of Perennial Stream A is included as Photograph A.
Stream B generally flows southeast across the southeast corner of the project area for approximately
585 linear feet (Figure 6, enclosed). Stream B was evaluated to be Perennial. This channel exhibits a
3-foot bankfull width, an approximately 4-foot bank height, a continuous bed and bank, moderate
sinuosity and flow, a weak presence of benthic macroinvertebrates, and strong presence of amphibians
(SCP2, enclosed). Perennial Stream B was classified as a RPW with perennial flow according to
USACE/EPA guidance (AJDF, Perennial RPW Stream B). This stream channel scored 39.5 out of a
possible 71 points on the NCDWQ Stream Classification Form and 63 out of a possible 100 points on
the USACE Stream Quality Assessment Worksheet (SCP2, enclosed). A photograph of Perennial
Stream B is included as Photograph B.
Stream C generally flows east across the southern portion of the project area for approximately 100
linear feet (0.009 acre) (Figure 6, enclosed). Stream C was evaluated to be Unimportant Intermittent
and exhibits a 4-foot bankfull width, weak sinuosity, and channel substrate consisting of coarse sand
to cobble. Biological sampling efforts within the channel indicate the absence of biological indicators
2 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual", Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
3 "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
2
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos 3 18, 27, and 33 Proiect No. 2007-2090
including benthic macroinvertebrates (SCP3, enclosed). Stream characteristics were consistent with a
stream that flows for less than three consecutive months in a typical year. Therefore, Unimportant
Intermittent Stream C was classified as non-relatively-permanent water (Non-RPW) according to
USACE/EPA guidance (AJDF, Non-RPW Stream C). This stream channel scored 21 out of a possible
71 points on the NCDWQ Stream Classification Form and 39 out of a possible 100 points on the
USACE Stream Quality Assessment Worksheet (SCP3, enclosed). A photograph of Unimportant
Intermittent Stream C is included as Photograph C.
Wetland AA is approximately 0.02 acre in size and is located along the edge of a recreational field in
the park at the Haverhill Road cul-de-sac (Figure 6, enclosed). Dominant vegetation within Wetland
AA includes Kentucky fescue (Festuca arundinacea), black willow (Salix nigra), soft rush (Juncus
effusus), and various sedges (Carex spp.). This wetland also exhibits saturation at 10 inches below the
surface, drainage patterns, oxidized root channels, and gleyed soils (Gley 1 3/5GY). A Routine
Wetland Determination Form representative of Non-Jurisdictional Wetland AA is enclosed (DPI). A
Routine Wetland Determination Form representative of adjacent non jurisdictional upland areas is
also enclosed (DP2). Wetland AA was determined to be non jurisdictional for the following reasons:
it is not located in a natural drainageway, it appears to have been constructed as a stormwater
conveyance, and it appears that hydric soils and wetland hydrology are present only because
stormwater runoff from nearby developments has been directed into this low area. There is no
significant nexus between Wetland AA and downstream jurisdictional wateres. This area is an un-
maintained non jurisdictional ditch through uplands. A representative photograph of Wetland AA is
included as Photograph D.
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on October 20, 2008 to
determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. In a response letter dated November 7, 2008 (enclosed) the SHPO
stated, "We have conducted a review of the proposed undertaking and are aware of no historic
resources that would be affected by the project. Therefore, we have no comment on the undertaking
as proposed."
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on October 20,
2008 to determine the presence of any federally-listed, candidate endangered, threatened species or
critical habitat located within the project area. In a response letter dated October 29, 2008 (enclosed)
the NCNHP stated that it "...has no record of rare species, significant natural communities, significant
natural heritage areas, or conservation/management areas at the site nor within a mile of the project
area."
Purpose and Need for the Project
Charlotte Mecklenburg Stormwater Services contracted Armstrong Glen, P.C. to conduct an Existing
Conditions and Alternatives Analysis Report on the ConwayBriabend area drainage system. This
existing conditions report indicates that the existing stream and pipe system at Conway/Briabend
Project Area is experiencing drainage issues resulting in severe street and property flooding.
Problems are occuring at the Kenlough Drive pipe system, Firwood open channel, 4300/4308 Firwood
pipe system, 4224/4228 Firwood pipe system, Briabend pipe system, Conway pipe system, Blackthorn
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos 3 18, 27, and 33 Proiect No. 2007-2090
Lane pipe system, Scaleybark Road pipe system, South Boulevard pipe system (near Scaleybark
Raod), and project area secondary systems. The most significant and widespread flooding happens
along the Kenlough culvert due to a severely undersized storm drainage system. Street and house
flooding occur during the 10-year storm event at numerous locations along the culvert.
The entire Kenlough pipe system overtops during 10-year storm events which causes crawl space,
basement, and first floor flooding at several areas along the Kenlough pipe system. The flooding
occurs when water overtops the upstream headwall and flows downstream along Kenlough Drive.
Water also surcharges from inlets along Kenlough Drive, Manhasset Road, and Murrayhill Road.
Property flooding also occurs along the Conway pipe system and at the storage facility on Briabend
Road. All properties prone to flooding are summarized in Attachment A.
The purpose of this project is to develop a solution to reduce street flooding, crawl space flooding,
and first floor flooding throughout the project area. Many factors were used to evaluate each of the
four alternatives including the following:
-Public safety
-Cost vs. public Benefit
-Use of natural (vegetated)
channel design
-Geotechnical concerns
-Downstream impacts
-Construction phasing
-Purchase structures
-Permitting issues
-Long-term maintenance
-Impact on community
aesthetics
-Flood proofing considerations
-Traffic control issues
-Easement availability
-Impact on homes
-Bidability and constructability
-Levels of service met by
alternate
-Water quality impacts
-Utility conflicts
-Time required for construction
The most significant and widespread flooding happens along the Kenlough culvert due to a severely
undersized storm drainage system. Upsizing the Kenlough culvert is not possible due to excessive
cost. Since upsizing the Kenlough culvert is not possible, storm water detention is necessary in order
to reduce the amount of runoff entering the pipe systems. Based on the layout of the project area, two
areas were deemed acceptable to detain the amount of water needed to meet the goals of the project.
The first location is along the ball field behind the Collinswood Elementary School and adjacent to
the apartments located at 3939 and 4001 Conway Avenue (Figure 7, enclosed). The large open space
provided by the ball field made this storm detention area feasible. The second location is along the
Firwood Lane channel (Perennial Stream B; Figure 7, enclosed). This area already has a natural
floodplain which can be used for storage, with the potential for additional floodplain to be created.
The existing Firwood Lane channel (Perennial Stream B) is currently deeply incised and unstable.
Significant bank erosion is occurring, especially at the outside of meander bends and at pipe outfalls.
This bank erosion is resulting in increased sediment loads within the stream.and results in decreased
ecological function. Increasing the floodplain access of the stream, as well as improving channel
structure and sinuosity will decrease shear stress and reduce bank erosion.
Avoidance and Minimization/Alternatives Analysis
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. The need to minimize impacts to on-site jurisdictional waters while still meeting the
goals of the project was considered in the extensive alternatives analysis which was conducted for this
project. Alternatives that received consideration and the rationale for selecting the preferred
4
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos. 3 18, 27, and 33 Protect No. 2007-2090
alternative are described below. All the alternatives described below result in unavoidable impacts to
jurisdictional waters.
Alternative No. 1- This alternative would bring the Kenlough culvert to City of Charlotte capacity
standards (25-year design storm - no roadway flooding). It would focus on creating a 13.4 acre-=foot
storm water detention pond at the Collinswood Elementary School ball field so that close to 100
percent of the peak flow would be detained for a 25-year storm event. This scenario requires the
acquisition of a six unit apartment building. The additional detention needed to bring the Kenlough
culvert to capacity standard would be obtained along the Firwood channel (Perennial Stream B) using
inline detention. This alternative was not selected due to the fact that it would require the
construction of a major detention facility in the homeowner's back yards. This option does not
provide any functional lift to Perennial Stream B and would result in 542 linear feet of permanent
impacts to Perennial Stream B (Figure 8, enclosed). It was also the second most expensive alternative
and did not accomplish the best flood reduction.
Alternative No. 2 - This alternative would bring the Kenlough culvert to City of Charlotte capacity
standards (25-year design storm - no roadway flooding). It would focus on maximizing the grading
along the Firwood channel (Perennial Stream B) and would not require the acquisition of any homes
along the Firwood channel. The additional detention needed to bring the Kenlough culvert to capacity
standards would be obtained by creating a 5.4 acre-foot storm water detention pond at the
Collinswood Elementary School ball field. This pond would be smaller than the one designed for
Alternative No. 1, but would still hold enough peak runoff that the majority of the existing
downstream Conway Pipe system could remain. This option does not provide any functional lift to
Perennial Stream B and would result in 542 linear feet of permanent impacts to Perennial Stream B
(Figure 9, enclosed). This option was also discarded due to that fact that a large amount of detention
would be occurring in the homeowner's backyards and it did not accomplish the best flood reduction.
Alternative No. 3 - This alternative would create just enough storage at the Collinswood Elementary
School ball field and along the Firwood channel (Perennial Stream B) to offset the increase in storm
water runoff at the Kenlough culvert resulting from the improvements to the existing pipe system
upstream. This alternative would include constructing a 4.0 acre-foot storm water detention pond,
which would be the smallest out of the four alternatives. Due to the smaller storage capacity, the
entire existing downstream Conway Pipe system would have to be replaced in order to meet City
design goals (10-year storm capacity, with no 25-year storm street flooding). The grading that would
occur along the Firwood channel (Perennial Stream B) would be the least evasive of the four
alternatives. This option does not provide any functional lift to Perennial Stream B and would result
in 542 linear feet of permanent impacts to Perennial Stream B (Figure 10, enclosed). Although this
alternative was the cheapest it would also leave the resident with many of the same flooding issues
and therefore it was not the best option.
Alternative No. 4 (preferred alternative) - This alternative would bring the Kenlough culvert to
City of Charlotte capacity standards (25-year design storm - no roadway flooding). It would focus on
maximizing the grading along the Firwood channel and would require the acquisition of seven
properties along Firwood Lane. The grading would start at Firwood Lane and end prior to the limits
of Collinswood Park. The goal would be to extend the Collinswood Park property down to Firwood
Lane. In order to avoid the need of upsizing the majority of the existing Conway Pipe system, a dry
pond detention facility will be created that will provide enough detention to meet City design criteria
along the Kenlough culvert. Like the other alternatives, this pond would be located at the
Collinswood Elementary School ball field. This alternative was the preferred option since it provided
the most attenuation and flood control benefit along the Kenlough culvert. The cost for this
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos. 3 18, 27, and 33 Proiect No. 2007-2090
alternative was the highest in order to acquire the properties along Firwood Lane. However, it also
would not leave the residents with a large detention facility in their back yards (Figure 11, enclosed).
This option also allows stream enhancement to be undertaken on Perennial Stream B between
Firwood lane and Kenlough Drive. This option incorporates Natural Channel Design principles to
design a new low flow channel for Perennial Stream B (Attachment B, Sheet D4). This new channel
will provide improved stability and ecological function and represents a significant enhancement of
the existing unstable, incised channel.
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts to on-site jurisdictional waters total approximately 542 linear feet (0.037 acre)
of temporary impacts to perennial stream channels, 43 linear feet (0.005 acre) of permanent impacts to
perennial stream channel, and 15 linear feet (0.001 acre) of permanent impacts to unimportant
intermittent stream channel. Impacts to Jurisdictional Waters of the U.S. are discussed in detail below
and are summarized in Table 2.
Approximately 542 linear feet of Perennial Stream B between Firwood Lane and Kenlough Drive will
be impacted by stream enhancement activities. The current channel is deeply incised, with unstable
banks displaying extensive erosion (Photograph B, enclosed). The existing channel will be relocated
to a new, geomorphologically stable channel approximately 650 linear feet in length (Attachment B,
Sheets 02 and 03). This results in a net gain of 108 linear feet of perennial stream channel. The new
channel will provide a functional lift from the old unstable channel. Channel sinuosity will be
increased and instream structures such as constructed riffles, log vanes, and J-hooks will be used to
improve habitat diversity, oxygenation, and stream stability (Attachment B, Sheet D4). The adjacent
floodplain area will be regraded at a lower elevation to improve floodplain access and stormwater
storage capacity. Increased floodplain access and capacity will improve the stability of the proposed
new channel while also meeting the stormwater attenuation goals of the project. A typical cross
section of the proposed new channel and floodplain is included (Attachment B, Sheet X2). Stream
banks and floodplain areas will be planted with native riparian vegetation to promote stability
(Attachment B, Sheet LP I). No maintenance of the new floodplain is anticipated and the intent is to
allow natural native riparian vegetation to become established.
At the downstream end of the proposed new channel an 11' high, 31' long concrete horseshoe weir
will be constructed. The purpose of this weir is to provide grade control for the new channel, increase
the stormwater storage capacity of the detention facility, and to control the flow of water into the
undersized Kenlough culvert. Two 2'x 2' square openings will be constructed in the weir wall to
allow the uninterrupted flow of Perennial Stream B during low flow conditions (Attachment B, Sheets
D3 and D4). The construction of this grade control structure will result in unavoidable impacts to
approximately 8 linear feet (0.001 acre) of Perennial Stream B. Detention times for the proposed
floodplain detention facility at Firwood Lane are shown in Table 1 below. Drawdown times are short
enough to ensure that the integrity of the riparian ecosystem is not compromised by prolonged
inundation.
Table 1. Draw Down Times for Proposed Firwood Lane Stormwater Detention Facilitv
Storm Event Draw Down Time from peak) Peak Flow Rate In cfs
2-year 1.5 hours 264
10-year 2.2 hours 466
25-100 year 2.6 hours 560 (25), 637 (50), 715 (100)
6
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos 3 18, 27, and 33 Project No. 2007-2090
Approximately 35 linear feet (0.004 acre) of Perennial Stream B directly downstream of Fir-wood
Lane will be placed in a 9'x 5' reinforced concrete box culvert (RCBC). This culvert extention is
necessary to avoid potential erosion downstream of Firwood Lane (Attachment B, Sheet 03). A cross
section of the proposed culvert impacts to Perennial Stream B is included (Attachment B, Sheet 04 -
stations 15+32 to 15+67).
Approximately 15 linear feet (0.001 acre) of Unimportant Intermittent Stream C will be impacted by
the proposed project. Impacts are the result of the placement of rip-rap in the channel associated with
the replacement of the current stream culvert beneath Briabend Road (Attachment B, Sheets 04 and
06).
Approximately 0.01 acre of Non-Jurisdictional Isolated Wetland AA will be impacted. Impacts are
the result of the rerouting of stormwater into the proposed stormwater detention pond located at the
Collinswood Elementary School ball field (Attachment B, Sheets 13 - 15). The existing wetland is
located in a drainage ditch at the edge of the ball field (Attachment B, Sheet 14). It is likely that the
rerouting of stromwater will result in a loss of hydrology for the wetland. No fill material will be
placed in the existing wetland. A new drainage ditch will be constructed inside the proposed
detention pond at a lower elevation than the existing naturalized ditch. The new ditch will be planted
with native wetland species (Attachment B, Sheet LP2). A typical cross section of the proposed new
drainage ditch and stormwater detention pond is included (Attachment B, Sheet X7).
Tabled. Pro osed Impact to Jurisdictional Waters of the U.S.
Jurisdictional Feature Type of Impact Temporary /
Permanent NWP
No. Impacts
(10 Impact
(acres)
Perennial Stream B Enhancement Temporary 27,33 542 0.037
Perennial Stream B Culvert Permanent 3, 33 35 0.004
Perennial Stream B Grade Control Permanent 18,33 8 0.001
Unimportant Intermittent Stream C Rip-Rap Permanent 3,33 15 0.001
Total Permanent Stream Impacts 58 if 0.006
Total Temporary Stream Impacts 5421f 0.037
Stream Impacts Total 6001f 0.043
On behalf of CSWS, CWS is submitting a Pre-Construction Notification Application with attachments
in accordance with Nationwide Permit General Condition No. 27 and pursuant to Nationwide Permit
(NWT) Nos. 3, 18, 27, and 33 and Water Quality Certification Nos. 3687, 3689, 3705, and 3688
(enclosed).
Compensatory Mitigation
Permanent stream impacts have been limited to 15 linear feet of unimportant intermittent stream and
43 linear feet of perennial stream. Therefore, no compensatory mitigation is proposed. The
temporarily impacted portion of Perennial Stream B will be relocated to a new geomophologically
stable channel. This will result in significantly enhanced ecological function for the stream.
Floodplain access will be restored and channel pattern, profile, and dimension will be improved
(Attachment B, Sheet D4). The enhanced channel will be approximately 650 linear feet in length,
resulting in a net gain of 100 linear feet of perennial stream channel. The banks will be matted and
vegetated with native woody plant species to promote stability (Attachment B, Sheet LP1).
7
ConwayBriabend Storm Drainage Improvements Project December 8, 2008
Nationwide Permit Nos 3, 18, 27, and 33 Proiect No. 2007-2090
Please do not hesitate to contact Isaac Hinson at 704-336-4495 or [e-mail] should
you have any questions or comments regarding these findings.
c &h`'
? '?n A,
o 41r?_Isaac J. Hi Thomas J. Blackwell
Wetland Specialist Project Scientist
Enclosures: Figure 1. Vicinity Map
Figure 2. USGS Site Location Map
Figure 3. Aerial Photograph
Figure 4. NRCS Mecklenburg County Soil Survey
Figure 5. FEMA Floodplain Map
Figure 6. Wetland Boundary Survey
Figure 7. Potential Stormwater Detention Locations
Figure 8. Alternative 1
Figure 9. Alternative 2
Figure 10. Alternative 3
Figure 11. Alternative 4 (Preferred Alternative)
Request for Jurisdictional Determination Form
Pre-Construction Notification Pursuant to Nationwide Permit Nos. 3, 18, 27, and 33
NCDWQ Stream Classification Forms (SCPI - SCP3)
USACE Stream Quality Assessment Worksheets (SCP1 - SCP3)
Approved Jurisdictional Determination Form (SCPI - SCP3)
Jurisdictional Drainage Area Map
USACE Routine Wetland Determination Data Forms (DPI - DP2)
Agency Correspondence
Representative Photographs (A - D)
Attachment A: Floodprone Properties
Attachment B: Construction Plans
cc: Ms. Cyndi Karoly, NC Division of Water Quality
Mr. Isaac Hinson, CSWS
Mr. Mark Cantrell, USFWS
A
I REFERENCE: 2003 DeLorme Map, data zoom 12-0
Legend
= Project Area
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Carolina Wetland Services, Inc. Figure 1. Vicinity Map
?. 550 E. Westinghouse Blvd. Conway/Briabend Storm Drainage Improvement Project
Mecklenburg County, North Carolina
?S Charlotte, NC 28273 Project No. 671-01-008
CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
Applicant No: Sheet of

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REFERENCE: USGS 7.5 Minute Topographic Map Series,Charlotte West and Charlotte East, North Carolina, dated 1996 and 1991 1 inch = 2,000 feet
Carolina Wetland Services, Inc. Figure 2. USGS Site Location Map
550 E. Westinghouse Blvd. Conway/Briabend Storm Drainage Improvement Project
Mecklenburg County, North Carolina
.?? VW? Charlotte NC 28273 Project No. 671-01-008
CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
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3 REFERENCE: GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS ARTDEPMENT ;
Carolina Wetland Services, Inc. Figure 3. Aerial Photograph
550 E. Westinghouse Blvd. Conway/Briabend Storm Drainage Improvement Project
Cws Charlotte, NC 28273 Mecklenburg County, North Carolina
Project No. 671-01-008
CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
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t Conway/Briabend Storm Drainage Improvement Project

Mecklenburg County, North Carolina
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CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
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REFERENCE: GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT
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550 E. Westinghouse Blvd.
NC 28273
'WS Charlotte Conway/Briabend Storm Drainage Improvement Project
Mecklenburg County, North Carolina
i , Project No. 671-01-008
? CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
Applicant No: Sheet of
Note: Jurisdictional water were delineated and classified by
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REFERENCE: GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT
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Conway/Briabend Storm Drainage Improvement Project
550 E. Westinghouse Blvd. Mecklenbur Count, North Carolina
CWS Charlotte, NC 28273 g y
? Project No. 671-01-008
CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
Applicant No: Sheet of
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REFERENCE: GIS LAYERS PROVIDED BY MECKLENBURG COUNTY GIS DEPARTMENT r'
Carolina Wetland Services, Inc. Figure 7. Potential Stormwater Detention Areas
550 E. Westinghouse Blvd. Conway/Briabend Storm Drainage Improvement Project Cws Mecklenburg County, North Carolina
Charlotte, NC 28273 Project No. 671-01-008
CWS Project Number: 2007-2090
Prepared By: Date: Checked By: Date:
Applicant No: Sheet of

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REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: December 5, 2008
COUNTY Mecklenburg County North Carolina TOTAL ACREAGE OF TRACT 79 acre
PROJECT NAME (if applicable) ConwavBriabend Storm Drainage Improvement Project
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Isaac Hinson, PWS at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X) Project in planning stages
(Type of project: Storm Drainage Improvement Project )
( ) No specific de` olopu e t plaru.ed =t present
( ) Project already completed
(Type of project: )
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS 7.5-Minute Charlotte West and Charlotte East, NC Topographic Quadrangles (Figure 2)
(X) NRCS Mecklenburg County Soil Survey (Figure 4)
(X) Approximate Jurisdictional Boundary Field Map (Figure 6)
(X) Proposed Stream Impacts and Plans (Attachment B)
(X) Pre-Construction Notification Pursuant to Nationwide Permit No. 3, 27 , 18, and 33
(X) NCDWQ Stream Classification Form (SCP1- SCP3)
(X) USACE Stream Quality Assessment Worksheet (SCP I - SCP3)
(X) Approved Jurisdictional Determination Form (SCP 1 - SCP3)
(X) Jurisdictional Drainage Area Maps
(X) Routine On-Site Data Form (DP 1 - DP2)
(X) Representative Photographs (A - D)
-31
Signature of Property Owner or
Authorized Agent
Mr. Isaac Hinson, PWS
of wA
o -mac
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit
El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3, 18, 27, and 33 or General Permit (GP) number: Water Quality
Certification Nos. 3687, 3705, 3689, and 3688
1 c. 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 for Corps Permit:

? Yes ® No
If. 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. RmJect Informant-con
2a. Name of project: Conway/Briabend Storm Drainage Improvement Project
2b. County: Mecklenburg
2c. Nearest municipality / town: Charlotte
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name on Recorded Deed: N/A (many)
3b. Deed Book and Page No. N/A (many)
3c. Responsible Party (for LLC if
applicable):
3d. Street address: Conway Avenue and Briabend Drive
3e. City, state, zip: Charlotte, NC, 28209
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 15
PCN Form - Version 1.0 November 2008 Version
Section A. Applicant Information, continued
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: City of Charlotte
4b. Name: Mr. Isaac Hinson
4c. Business name
(if applicable): City of Charlotte Storm Water Services (CSWS)
4d. Street address: 600 East Fourth Street
4e. City, state, zip: Charlotte, North Carolina, 28202
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 15
PCN Form November 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A (many)
1 b. Site coordinates (in decimal degrees): 35.18468`N - 80.87393`W
1 c. Property size: 79 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Little Hope Creek
2b. Water Quality Classification of nearest receiving water: Class C Waters
2c. River basin: Catawba
Page 3 of 15
PCN Form - Version 1.0 November 2008 Version
B. Project Information and Prior Project History
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 existing land use of the project area is residential with maintained lawns and small adjacent wooded areas.
3b. List the total estimated acreage of all existing wetlands on the property:
0.02 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
850 linear feet
3d. Explain the purpose of the proposed project:
The existing stream and pipe system at Conway/Briabend Project Area is experiencing drainage issues resulting in
severe street and property flooding. Problems are occuring at the Kenlough Drive pipe system, Firwood open channel,
4300/4308 Firwood pipe system, 4224/4228 Firwood pipe system, Briabend pipe system, Conway pipe system,
Blackthorn Lane pipe system, Scaleybark Road pipe system, South Boulevard pipe system (near Scaleybark Raod), and
project area secondary systems. The most significant and widespread flooding happens along the Kenlough culvert due
to a severely undersized storm drainage system. Street and house flooding occur during the 10-year storm event at
numerous locations along the culvert. The purpose of this project is to reduce street flooding, crawl space flooding, and
first floor flooding throughout the project area by temporarily detaining storm flows and performing channel improvements.
Page 4 of 15
PCN Form - November 2008 Version
B. Project Information and Prior Project History
3e. Describe the overall project in detail, including the type of equipment to be used:
In order to alleviate flooding issues and stabilize the channels the following improvements will be made. A 190,316
cubic foot detention pond will be constructed on the Collinswood Elementary School ball field (Attachment B, Sheets 13-
15). The pond will be drained with a 24" RCP and 30" RCP inlet orifice and a horizontal weir totaling 16 feet in length.
Approximately 542 linear feet of Perennial Stream B between Firwood Lane and Kenlough Drive will be relocated to a
new, geomorphologically stable channel approximately 650 linear feet in length (Attachment B, Sheets 02 and 03). This
results in a net gain of 108 linear feet of perennial stream channel. The new channel will provide a functional lift from the
old unstable channel. Channel sinuosity will be increased and instream structures such as constructed riffles, log vanes,
and J-hooks will be used to improve habitat diversity, oxygenation, and stream stability (Attachment B, Sheet D4). The
adjacent floodplain area will be regraded at a lower elevation to improve floodplain access and storm water storage
capacity. Increased floodplain access and capacity will improve the stability of the proposed new channel while also
meeting the storm water attenuation goals of the project. A typical cross section of the proposed new channel and
floodplain is included (Attachment B, Sheet X2). Stream banks and floodplain areas will be planted with native riparian
vegetation to promote stability (Attachment B, Sheet LP1). At the downstream end of the proposed new channel an 11'
high, 31' long concrete horseshoe weir will be constructed. The purpose of this weir is to provide grade control for the
new channel, increase the stormwater storage capacity of the detention facility, and to control the flow of water into the
undersized Kenlough culvert. Two 2'x 2' square openings will be constructed in the weir wall to allow the uninterrupted
flow of Perennial Stream B during base flow conditions (Attachment B, Sheets D3 and D4). The construction of this
grade control structure will result in unavoidable impacts to approximately 8 linear feet (0.001 acre) of Perennial Stream
B. A pilot channel will be constructed within this inline detention area. The pilot channel slopes will be graded to 2:1 side
slopes and stabilized using live staking, bare root planting, and seeding of native plant species.
Approximately 35 linear feet (0.004 acre) of Perennial Stream B directly downstream of Firwood Lane will be placed in
a 9'x 5' reinforced concrete bottomless culvert (RCBC). This culvert is necessary to accommodate the side-slopes of the
proposed storm water detention facility adjacent to Firwood Lane (Attachment B, Sheet 03). A cross section of the
proposed culvert impacts to Perennial Stream B is included (Attachment B, Sheet 04 - stations 15+32 to 15+67).
Approximately 15 linear feet (0.001 acre) of Unimportant Intermittent Stream C will be impacted by the proposed
project. Impacts are the result of the placement of Rip-Rap in the channel associated with the replacement of the current
stream culvert beneath Briabend Road (Attachment B, Sheets 04 and 06).
Approximately 0.01 acre of Non-Jurisdictional Isolated Wetland AA will be impacted. Impacts are the result of the
rerouting of stormwater into the proposed stormwater detention pond located at the Collinswood Elementary School ball
field (Attachment B, Sheets 13 - 15). The existing wetland is located in a drainage ditch at the edge of the ball field
(Attachment B, Sheet 14). It is likely that the rerouting of stromwater will result in a loss of hydrology for the wetland. No
fill material will be placed in the existing wetland. A new drainage ditch will be constructed inside the proposed detention
pond at a lower elevation than the existing naturalized ditch. The new ditch will be planted with native wetland species
(Attachment B, Sheet LP2). A typical cross section of the proposed new drainage ditch and stormwater detention pond is
included (Attachment B, Sheet X7)
A new pipe system will be constructed along Briabend Drive, bypassing the existing dual pipe system parallel to
Briabend Drive (beneath the storage buildings at 4475 South Boulevard). The existing drop inlets outside of the right-a-
way along Briabend Drive (at 4475 South Boulevard) will remain tied to the existing duel pipe system
Eight catch basins will be constructed along Briabend Drive. The open channel beside 4200 Firwood Lane will
discharge into the new box culvert near the existing 42" duel culverts at the Briabend Drive - Firwood Lane intersection
through a new 42" RCP. The construction includes 113 If of 9'x 5' RCBC, 587 If of 6'x 5' RCBC, 31 If of 42" RCP, 127 If
of 18" RCP, 2 - 6'x 5' bends, 1 - 9'x 5' bend, 8 catch basins, 1 - oversized junction box, 1 - 9'x 5'/ 48" RCP endwall, 4
pipe plugs, and on tie-in structure at South Boulevard.
The existing downstream section of the Conway pipe system will be tied into the 9'x 5' endwall at the upstream end of
Perennial Stream B. Two segments of 54" RCP will be required (beginning at CW2) to bring the system to accepted
standards. The existing Conway pipe system from CW2 - CW9 and CW18 - CW24 will remain in place. The riser
structure within the Collinswood Elementary School ball field will drain into CW9 via a new 42" RCP. The existing section
of Conway pipe system from CW9 - CW15 will be removed. The existing Conway pipe system from CW15 - CW18
(between 3939 and 3931 Conway Avenue) will be upsized to a 42" RCP. The construction includes 115 If of 54" RCP,
100 If of 48" RCP, 176 If of 42" RCP, 3 - drop inlets, 1 -junction box, 2 catch basins, and 1 - 42" endwall.
A 42" bypass pipe system will be constructed beginning at the most upstream section of the Conway pipe system
(structure CW24) and continuing across Conway Avenue before discharging into the detention pond at the Collinwood
Elementary School ball field. The system will divert storm water away from the existing pipes behind the condos at 3924
and 3910 Conway Avenue. The construction will include 410 If of 42" RCP, 3- junction boxes, and 2 - 42" endwalls.
The existing 15" RCP storm drain system beneath Scaleybark Road will be replaced with 384 If of 24" RCP between
Structures S82 - SB5. Also 166 If of existing 8" CMP will be replaced with 24" RCP between Structures S62 - SB6 and
248 If of existing 15" CMP will be replaced with 18" RCP between Structure SB2 - SB7.
Page 5 of 15
PCN Form - November 2008 Version
B. Project Information and Prior Project History
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 past?
? Yes ® No ? Unknown
4b. If the Corps made the jurisdictional determination, what type
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 the dates 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 6 of 15
PCN Form - November 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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 Type of wetland Forested (Corps - 404, Area of impact (acres)
Permanent (P) or impact (if known) DWQ - non-404, other)
Temporary T
W1 ? P ? T ? Yes ? No ? Corps
? DWQ
W2 ? P ? T ? Yes ?
No ? Corps
, ? DWQ
W3 ? P ? T ? Yes ? No ? Corps
? DWQ
W4 ? PEI T ? Yes ? No ? Corps
? DWQ
W5 ? P ? T ? Yes ? No ? Corps
? DWQ
W6 ? P ? T El Yes [] No El Corps
? DWQ
2g. Total wetland impacts
2h. Comments:
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.
Stream impact Type of Stream name Perennial (PER) or Average stream width (feet) Impact
number - impact intermittent (INT)? length
Permanent (P) or (linear feet)
Temporary (T)
S1 ? P ®T Enhanc-
ement Perennial RPW
Stream B ® PER ? INT
3
542
S2 ®P ? T Culvert Perennial RPW
Stream B
PER ?INT
3
35
S3 ®P ? T Grade
Control Perennial RPW
Stream B ® PER ? INT 3 8
Unimportant
S4 ®P ? T Rip-Rap Intermittent ? PER ® INT 4 15
Stream C
S5 ?P?T ?PER ?INT
S6 ?P?T ?PER ?INT
3g. Total stream and tributary impacts 600
3h. Comments: Approximately 58 linear feet (0.006 acre) permanently impacted.
Page 7 of 15
PCN Form - Version 1.0 November 2008 Version
C. Proposed Impacts Inventory, continued
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 individual) list all o en water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number waterbody Type of impact Waterbody type Area of impact (acres)
- Permanent (if
(P) or applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
Page 8 of 15
PCN Form - November 2008 Version
C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
If and or lake construction pro osed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. 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 an impacts require mitigation, then ou 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 (square Zone 2 impact
Permanent (P) for impact Stream name mitigation feet) (square feet)
or Temporary required?
T
B1 ?P?T ?Yes ?No
B2 ? P ? T ? Yes ? No
B3 ? P ? T ? Yes ? No
6h. Tota l buffer impacts
6i. Comments:
Page 9 of 15
PCN Form - November 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable. The need to
minimize impacts to on-site jurisdictional waters while still meeting the goals of the project was considered in the
extensive alternatives analysis which was conducted for this project.
1 b. 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 need to
minimize impacts to on-site jurisdictional waters while still meeting the goals of the project was considered in the
extensive alternatives analysis which was conducted for this project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) ::::?] Type Quantity
3c. Comments:
4. 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. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h.. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 10 of 15
PCN Form - Version 1.0 November 2008 Version
D. Impact Justification and Mitigation, continued
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Permanent stream impacts have been limited to 15 linear feet of unimportant intermittent stream and 43 linear feet of
perennial stream. Therefore, no compensatory mitigation is proposed. The temporarily impacted portion of Perennial
Stream B will be relocated to a new geomophologically stable channel. This will result in significantly enhanced
ecological function for the stream. Floodplain access will be restored and channel pattern, profile, and dimension will be
improved (Attachment B, Sheet D4). The enhanced channel will be approximately 650 linear feet in length, resulting in a
net gain of 100 linear feet of perennial stream channel. The banks will be matted and vegetated with native woody plant
species to promote stability (Attachment B, Sheet 1_101).
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 ? Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone Reason for impact Total impact
(square feet) Multiplier Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
6c. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6d. Comments:
Page 11 of 15
PCN Form - November 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? ? Yes ? No
2. Determination if the Project Requires a Stormwater Management Plan
2a. Does the project require a Non-404 Jurisdictional General Permit? ? Yes ® No
2b. Is the project subject to General Certification 3704 or 3705? ? Yes ® No
3. Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state-implemented stormwater ? Coastal counties
management programs (check all that apply)? ? HQW

If so, attach one copy of the approval letter from the DWQ and one copy of the ? 0RW
? Session Law 2006-246
approved stormwater management plan. ? Other:
3b. In which local government's jurisdiction is this project?
3c. Is this local government certified to implement a state stormwater program? ? Yes ? No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4. I nformation Required for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site plan? <20%
4b. Does this project contain any areas that meet the criteria for "high density" per ? Yes ® No
General Certifications 3704 and 3705?
4c. If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
4d. Has a completed BMP Supplement Form with all required items been submitted

for each stormwater BMP? ? Yes ? No
Page 12 of 15
PCN Form - Version 1.0 November 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. 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)?
1 c. 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
letter.) ? Yes ® No
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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 13 of 15
PCN Form -Version 1.0 November 2008 Version
F. Supplementary Information, continued
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?
5c. If yes, indicate the USFWS Field Office you have contacted. El Raleigh
? 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 October 20, 2008 to determine the
presence of any federally-listed, candidate endangered, threatened species or critical habitat located within the project
area. Ina response letter dated October 29, 2008 (enclosed) the NCNHP stated that it "...has no record of rare species,
significant natural communities, significant natural heritage areas, or conservation/management areas at the site nor
within a mile of the project area."
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? T[:] Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCDENR
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 historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A letter was forwarded to the State Historic Preservation Office (SHPO) on October 20, 2008 to determine the presence
of any areas of architectural, historic, or archaeological significance that would be affected by the project. In a response
letter dated November 7, 2008 (enclosed) the SHPO stated, "We have conducted a review of the proposed undertaking
and are aware of no historic resources that would be affected by the project. Therefore, we have no comment on the
undertaking as proposed."
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:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM
Isaac Hinson, PWS c
Wetland Specialist ---?1

Applicant/A?erifs Signature 12/8/08
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant Date
is provided.)
Hage 14 of 15
PCN Form - November 2008 Version
F. Supplementary Information, continued
Page 15 of 15
PCN Form - November 2008 Version
North Carolina Division of Water Quality - Stream Identification Forms Version 3.1
Late: 10/23/2008 Project_ ConwayBriabend Latitude- N35.18468°
Evaluator. TJB & JCM Site: SCP1 -Longitude, W80.87393°
-------------- ------------
Total Points: Other Perennial RPW A
Sbearrr is at Best interrr?Ptert county Mecklenbur
if ? 3 9 or osren?:ia1 rt ? 30 3 0-00 e, Quad Name'
A. Geomorphology
(Subtotal - 14.5 )

----------- - - ---- ------ -- -

---- - .
Absent '

Weak

Moderate -

Strad
1'. Continuous bed and bank 3,0: 3 1 2 3
2. Sinuosity
_ ---------------------------------------- ____ ___________________________________________________
____-...- 0 2 J

3. En-channel structure: rifle-pool sequence
01
1 _________-..-..-.
0 __---------{____._.__. .______....___.._______...._
1 ._....__._..._..._.__.__.__.__..__.____..
2 ._..__.____._.__..._.___.•
. 3
4. Soil texture or stream substrate sorting 2.0 0 1 2 3
5. A.ctiveirelic floodplain
- - 0.0
+------ 0
--- 1 2
<
3

6. Depositional bars or benches
2.0:: -------------
0 ----------- •--------- ------- --------------
1 •--------------------------
-------- ------
--------------
3
7. Braided channel 0.0 0 1 2 3
o. Recent alluvial deposits
---------------------------------------------------------------------------------------------------- 2.0 !
--
- 0 1

- 2

r
3

9 Natural levees

0.0 -

0
--
------------------------
--
1
-------- ---------------------
--------
------------------------
3
i 10. He3dcuts
-----------------------------------------------•----------------------------------------------------
-
1 =0
: i
1
2 ?
3

-11: Grade controls
...---------- ......------ ..................------- ...........__......------- ._...__--_............ -
-
--
-
1.5::
...... ..-{--.....
-- -------
0
. >
----------- •-------
-----------------------`-
0.5
-
1

5

12- Natural valley or drainage?rav
- - - --------- - -------------------------- -- ------------------- -

1.0 _--__..........
-
0 .......... {....._____. ....._.? ..._...._---- i...

0.5 ......................
.__......,.-----....
i
....................
1.5 --
------------
13. Second or greater order channel on existing -------- ------- ------- .. ............. ------- -------------- --------- ---------- -- -------------=--------- -------------------
USGS or MRCS map or other documented No= d Yes= 3
evidence. 0.01
Man-made ditches are not rated: see discussions in manual
8_ Hydrologj_ (Subtotal = 8.5 )
--------------
---------
-

14. Groundwater floWdischarge : -
-----
2
0 -----------------
0 ------------------- -------------------------
1 -------------------------------------
. 2 3
15. Water in channel and > 48 hrs since rain, or
-?Rfatar in rhannal -- dr ' Or r0?n n ca?cnn?

= -- ... Y - ------------_:?--- °?...`- ---- -- 2.0 !

---------
0
---------

-
-
1
- 2
3

16. €-eaflitter ,
1 n: -------
1.5 ----------
-
--------- -------------------
---
1 -
05

0
IT Sediment on plants or debris 0.5 0 0.5 rt 1.5
1e_ Organic debris lines or piles (Wrack lines)
- ----- 1.5
--------
- 3
= 0.5
- 1 1.5
-
-------
19. Hydric soils (redoximorphic features) present?1 5' ----------------- ----------
_ --------
No - 0 ----------------------
---- -
- =
Yes= 1.5
- - Y
C. Biology (Subtotal = 7.00
20"- Fibrous roots in channel 3.0 3 2 1 0
21`Rooted plants in channel
- -------------------------------------------------------- --------------------------------------- 3 p
----- = - 3
-------...__
2

0
'

22 Crayfish

0.0

0 +--------------

0.5
T -----
------------------•----------
1.5
23. Bivalves
°-- ----------------------------------•------------------------------------------------------- 0= 0:
------------
-- 0
------------- 1 2 J

- ----------- --- --------- ---------------------------------------------------------- :
-----?c0i-- --
----- ----- Q
°-

-

At73pl'S1bta12S
O.pl ---------
© --------
----------------- T ------- ---------------------------
26.
26. Macrobenthos (note diversity and abundance}
- - -..:. 0.5: 3 i 0.5 1 1-5

27. Filamentous algae: periphylon
-------------- -------------- - -- -- - -----------------------------

0.0 -- --------

0 --------- ----------- ---........

1 .---------- -•------......------------.............

2
...
. ----------------
3
------------------
8. Eron oxidizing bacteria/fungus. ------------ {--
0
5 ---- -------------
0
- ---------- -------------
------ a
0
5
--------- ------------------- ------------ -------
1
- -------------------------

29 _ Wetland plants in streambed
- ---------------------------------------------------------
" .
0.00_
------- - --
FAC = 0.5:
--- ---
- .
FAC?d'dt = 0.75:
OBL = 1.5 SA`d = 2.0: 1.5
Other = 0

items 23 and 21 focus on the presence of upland plants, Ite -
------------------------------------------------------------------------------------------------
m 29 focuses on the presence of aquatic or wetland plants ---------------------------
.
Notes: (use back side of this form for additional notes.) Sketch:
OFFICE USE ONLY: USACE AID# DWQ #
SCP1- Perennial Stream A
,s
Ir -
M STREAM QUALITY ASSESSMENT WORKSHEET
Q -11-1
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Andrea Hughes
3. Date of Evaluation: 12/16/03 4: Time of Evaluation: 10:00 am
5. Name of Stream: Unnamed tributary to Little Hope Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 16 acres 8. Stream Order: First
9. Length of Reach Evaluated: 100 linear feet 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(1-77) to Clanton Road (Exit 7). Turn left onto Clanton Road and travel for approximately 3/4 mile to South Blvd Turn right onto
South Blvd and travel approximately '/z mile to turn left onto Scaleybark Road The site starts at the corner of Scaleybark Rd and
12. Site Coordinates (if known): N35° 11' 5" W80° 52'25"
13. Proposed Channel Work (if any): in planning stage
14. Recent Weather Conditions: rain/sleet within 24 hours. cold
15. Site conditions at time of visit: 45° sunny and clear
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? YES (O If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES (i4E:) 19. Does channel appear on USDA Soil Survev? YES
20. Estimated Watershed Land Use: 75 % Residential
% Forested
25 % Commercial _% Industrial % Agricultural
%Cicaiud/Logged _o Other (
21. Bankfull Width: 3'
23. Channel slope down center of stream: -Flat (0 to 2%)
24. Channel Sinuosity: Straight X Occasional Bends
Gentle (2 to 4%) X Moderate (4 to 10%) -Steep (>10%)
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): 41 Comments:
Evaluator's Signature Date
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.
22. Bank Height (from bed to top of bank): 1'
STREAM QUALITY ASSESSMENT WORKSHEET
SCP1- Perennial Stream A

CHARACTERISTICS EC OREGION POII? i 12 ??TGE y,

-- , r k
,'CliustaC, Piedmonts
.4i6una' SCORE.

; Presence of floN% persistent pools in stream .
1

-
?n

(no flow or saturation = 0; strong flow= max points)
0-
? 0 4
0-5

2
a i Evidence of past human alteration
r,
(extensive alteration= 0; no alteration = max p points)
0 6
0 5
0 5
1
3
Riparian zone

(no buffer = 0; contiguous, wide buffer = max points) 6 0 4 0 5 2
4 Evidence of nutrient or chemical discharges-
(extensive discharges-0; no discharges =max points) 0 5 0 4 0 4 2
Groundwater discharge
(no discharge - 0, springs, seeps, wetlands, etc. = max points) 0 3 0 4 0 4 2
Presence of adjacent floodplain
(no flood lain= 0; extensive flood lain= max points)' 0 4 0 4 0 2 1
Entrenchment/ floodplain access

(deeply entrenched = 0; frequent flooding = max points) p 5 0 4 0 2" 2
Presence of adjacent wetlands
(no wetlands = 0, large ai?acent wetlands= max points)
Channel sinuosity

(extensive channelization 0, natural meander = max points) 0-5 0-4 0-3 2
i? '1? Sediment input
(extensive deposition- O; little or no sediment = max points) 0 S 0` 4 0 4 2

11 Size& diversity of channel bed substrate
(fine, homogenous = 0; large, diverse sizes = max points) 0 4 0 5 3

2 Evidence of channel incision or widening -
1 (deeply lv incised = 0; stable bed & banks -max points) 0- 5 0 4 0 S 2
?.I
l' Presence of major bank failures
==1? severe erosion 0; no erosion, stable banks = max points) 0 - 5 0 S 0 5 2

i4 Root depth and density on banks

-? 1
(no visible roots= 0. dense roots throughout= max points)
0 - 3 U-
4
U 5
-
2

1S Impact -by agriculture or livestock production

`
(substantial impact =0; no evidencemax points) 0-5 0-4 0-5 4
16 Presence of riffle-pool/ripple-pool complexes
(no riffles/ri les or pools =O; well-developed - max ' points)

Habitat com
lexit
E
0-5
0 6
2
-?I 17 p
y
(little or no habitat = 0: frequent, varied habitats = mar points) O 0 6 0 6 2
18 Canopy coverage over streambed
S _L (no shading vegetation = 0; continuous canopy = max points) 0 - 5 0 - 5 0 - 5 4
19 Substrate embeddedness
(deeply embedded = 0: loose structure - max) 0 4 0 - 4 2

20 Presence of stream invertebrates (see page 4)

no evidence = 0. common, numerous es = max points) 0-4- 0-5 0-5; 1
21 Presence of amphibians
? l (no evidence= 0, co
ume
es = max points)
on, 0'- 4 0 - 4 -0 -4 0
ti P
r
n
of
h
-a
M (no evidence - 0; common, numerous es = max points) 0-4 0-4 0-4 0
23 Evidence of wildlife use
n?? << idence U; ?ihund,u?t ?? iden?c - max oints) 0-6 0-5 0-5 1
Total Points Possible
l00 , LOU a' xfUO 1U0
TOTAL SC.OR1 (alswenter «i0ii5t ??at) .r 41
* These characteristics are not assessed in coastal streams. --
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 26, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Conway/Briabend Storm Drainage Improvement Project,
Charlotte, NC - Perennial RPW Stream A
State:NC County/parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. N35.18468°, Long. W80.87393°.
Universal Transverse Mercator:
Name of nearest waterbody: Little Hope Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Little Sugar Creek
Name of watershed or Hydrologic Unit Code (HUC): 03050103
El Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Q' Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: November 26, 2008
Field Detennination. Date(s): October 23, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There A rc no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review c::. [Required]
E] Waters subject to the ebb and flow of the tide.
?' Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There \:-c "waters ofthe U.S." within Clean ` =cr ct (C"',^,);ari sdiction (as dcflr cd by 33 C R part 328) in the review aria. [Reyuire~j
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
El TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters: (RPWs) that flow directly or indirectly into TNWs
?' Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
E] Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
[], Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 1651inear feet: 3 width (ft) and/or 0.01 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation NlanuaI
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow a east "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section HI.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and onsite. The determination whether a significant nexus exists is determined in Section III.C below.
I. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick Li,t
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick list river miles from RPW.
Project waters are Pick fist aerial (straight) miles from TNW.
Project waters are Pick list aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW':
Tributary stream order, if known:
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the acid
West.
Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that only):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Nick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: 1'icl< List
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ? the presence of litter and debris
? changes in the character of soil ? destruction of terrestrial vegetation
? shelving ? the presence of wrack line
? vegetation matted down, bent, or absent ? sediment sorting
? leaf litter disturbed or washed away ? scour
? sediment deposition
? water staining ?
? multiple observed or predicted flow events
b
h
i

? other (list): a
rupt c
ange
n plant community
? Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ? Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWNI that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain
(b) General Flow Relationship with Non-TNW:
Flow is Pick List Explain:
Surface flow is: Pick List
Characteristic
Subsurface flow: Pick LExplain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick 1_ist aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick I.ist floodplam.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs._ Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSIWETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Q Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream A flows south between South Boulevard and Conway Avenue for approximately 165 linear feet
(Figure 6, enclosed). Stream A was evaluated to be Perennial. This stream exhibits moderate flow, weak sinuosity, a 3-foot
bankfull width, a weak presence of benthic macroinvertebrates, and some evidence of wildlife use (Attachments C and D -
SCP1). This stream channel scored 27.5 out of a possible 71 points on the NCDWQ Stream Classification Form and 41 out of
a possible 100 points on the USACE Stream Quality Assessment Worksheet..
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
E! Tributary waters: 165 linear feet 3 width (ft).
1 Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III. C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
L Tributary waters: linear feet width (ft).
[] Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
El Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
El Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
El Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U. S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
8See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
?' which are or could be used for industrial purposes by industries in interstate commerce.
?' Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Li Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
?' If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
]' Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
?j Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
J Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
] Lakes/ponds: acres.
] Other non-wetland waters: acres. List type of aquatic resource:
] Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
i] Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
L] Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
2 Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
?' 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.
Z' U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.5' Charlotte West and Charlotte East, NC Topographic
Quadrangles, dated 1996 and 1991 respectively.
Q' USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
dated 1976.
National wetlands inventory map(s). Cite name:
] State/Local wetland inventory map(s):
i , FEMA/FIRM maps:see attached report.
?' 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):see attached report.
or ® Other (Name & Date):see attached report.
Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
D Applicable/supporting scientific literature:
Q Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 10/23/2008 Project: Conway/Briabend Latitude: N35.184680
----------------------
---------- ------------------- ------------------------------------------------ --------- -----------------------------------------------------
Evaluator: TJB & JCM Site: SCP2
Longitude: W80.873930
Total Points ------------------------------------------ ------ ----------- -_-------------------_------------ ------- ------------ -------
Stream is of least ?nterrr#t#ert GOUnty: Other Perennial RPW Stream B
if? 3Q of perennial it? 30 3 50 Mecklenburg e.g. Quad Name:
A_ Geomorphology fsubtatal = 19.0
-
I , '. Continuous bed and bank -----------
3.0
,- -Sinuosity
------ -------------------------------------------------
10 i
---------------------
--------
3. In-channel structure: riffle-Fool sequence 2.0

4. Soil texture or stream substrate sorting _
2.0:
-
5. Active/relic€loodplain
--------------- --------------------------------------------------------------- 3=0
----------------------
6. Depositional bars or benches ---- --- ------.
2.0:
7- Braided channel 0.0
8. Recent alluvial deposits
_ ------------------
-
1.0!
-
-------------------------
: Natural levees --------
---
0.0
10. Headcuts
-- - ------_---.---_-_--___--_-__________-_-__--___-------------------------- 1.0
-------------
11 . Grade controls
-------------------- --------------------
1 5
------------------------------
12 Natural valley or drainagewav
- - -- --------- {_._._.---

1
5
--
------ ---------- ----------
13- Second or greater order channel on existing ------
USES or MRCS map or other documented
evidence. '
0.0'
wean-made ditches are not rated:. see discussions in manual
---B:_Hydroiog? (Subtotal _ 10.5 )
---
------------
_14. Ground% ester floe4,4discharge -------------------
2.0
15. Water in channel and > 48 hrs since rain, or
-'Water ir; ch; -'nc`..: -dr ?r ?rcvn,? ????n 3.0
16. Leaflitter 1.5::
17 Sediment on plants or debris 1.0
10; Organic debris lines or piles (Wrack lines)
----------------------------- ------------------------- 1.5
----------------- ---------:----------
19. Hydric soils (redoximorphic features} present?1.5 i
ment - Weak t&derate
_ .::. Strong.
0 1 2

0
-----------------{------
1
-----------
2 i
3

0 ----------------
1 -{---------------------------------- '
2
3
0 1 2 3
0 1
- 2

0
1
-? .
-
0 1 2 3
0

1

G
3
3
0 1
- --------- 2
----- -------- 3

0. - ? ----------------------; --------- _----------------
1.5
0.5
- - --------------=
No= 0 yes= 3
-----------------------------------------------------
1 2 3
0 1 2
3
......................... .............. 0. ----- ---
15
0 0-5 1 1.5
0 0.5 i 1.5
---------------=------ --
-
No=O Yes= 1.
C. Biology (Subtotal = 10.00
"T. Fibrous roots in channel T^ 3.0 3 2 1

21'
Rooted
lants i
h
l 0
-
p
n c
anne 3 0:' 3 2

22 Crayfish {

0
0

------------------
--
0

---- -- --------------------------------- -------------
- r r 1 E

--------------------
r
----- 0

----------

23
Bivalves .
: 0.5 1
. 0
0 0
1
- --
24., Fish _._

0.01

0
----------------- ----------------- -------------
0.5 2
---------------- -----
--------- --------
25- Amphibians 1.
0 -
0 ------------
0.5 ----- -
26. Macrobenthos {note diversity and abundanc8j
- 0
5 0 0
5 1

- -

27. Filamentous algae: periphyton
- - -- -------------- .

........
0:
2

.... -------------
0 .

-••----•------••-----•-------•---------•-•-----•------
1

----- ------- .------- .

__----............
-------------- ------------- -------------- -----
28_ Iron oxidizing bacteria/fungus. .
----------- a-

0 3
-
29'". Wetland plants in streambed
- -- -- - -- -- _
"
0.00
FRC - 0.7- t
FACdV = 0. 5; GBL = 1.8
SR`J -- 2
0, 1.5
Other -- 0
items 20 and 21 focus on the presence of upland plants, stern 29 focuses on the presence of aquatic or .
wetland plants .
Notes: fuse back side of this form for additional notes. ) Sketch:
OFFICE USE ONLY: USACE AID# DWQ #
SCP2 - Perennial Stream B
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Andrea Hughes and Patti Kelly
3. Date of Evaluation: 3/19/04
5. Name of Stream: Unnamed tributary to Little Hope Creek
7. Approximate Drainage Area: 100 acres
9. Length of Reach Evaluated: 200 linear feet
4. Time of Evaluation: 12:15 pm
6. River Basin: Catawba River
8. Stream Order: First
10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Clanton Road (Exit 7). Turn left onto Clanton Road and travel for approximately 3/4 mile to South Blvd Turn right onto
South Blvd and travel approximately '/z mile to turn left onto Scaleybark Road The site starts at the comer of Scaleybark Rd and
12. Site Coordinates (if known): N35° 11' 5" W800 52'25"
13. Proposed Channel Work (if any): in planning stage
14. Recent Weather Conditions: rain within 24 hours
15. Site conditions at time of visit: 65° sunny and clear
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? YES (i?D If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES `?J 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 75 % Residential 25 % Commercial % Industrial % Agricultural
% rorested % Cleared / Logged _% Other
21. Bankfull Width: 3' 22. Bank Height (from bed to top of bank): 4'
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): 63 Comments:
Evaluator's Signature Date
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 Stream B

CHARACTERISTICS
kwk: ECOR N R NC'T
? ECION POI
R( gastal. 1?iedm0nV rYlauntamw,,
SCORE
-
Presence of floNs persistent pools in stream
1
(no flow or saturation - 0; strong flow = max points) 0 5 0 4 0 5 3
Evidence of past human alteration

(extensive alteration = 0; no alteration = max points) 0-6 0-5 0-5 3
Riparian zone

(no buffer- 0; contiguous, wide buffer= max points) 0-6 0-4 0-5 3
4 Evidence of nutrient or chemical discharges

(extensive discharges - 0; no discharges- max points) 0 5 0-4 0-4 3
5 Groundwater discharge
(no discharge = 0; springs, seeps, wetlands, etc. = max points) 0 3 0 4 0 4 2

6 Presence of adjacent floodplain
1
?- no flood p lain = 0; extensive flood lain max Dints) 0 4 0 4 0 2 2
Entrenchment s/floodplain access

(deeply entrenched = 0; frequent flooding = max' points) 0-5 0-4 0-2 2
8 Presence of adjacent wetlands

(no wetlands = 0; large adjacent wetlands max points) 0-6 0-4 0-2 0
Channel sinuosity

(extensive channelization =0; natural meander max points) 0-5 0-4 0-3 3
t{'' 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 '
(fine, homogenous = O; large, diverse sizes = max oints) r 0 4 0 5 3
12 Evidence of channel incision or widening

(deeply incised - 0; stable bed & banks - max points) 0-5 0-4 0-5 3

13 Presence of major bank failures
,
--
(severe erosion = 0 no erosion, stable banks = max points) 0 5 0 5 0-5 3

14 `Root depth and density on banks

(no visible roots - 0;' dense roots throughout = max points) U ? 0-4 (1 J 4

15 Impact by agriculture or livestock production;

(substantialimact=0: noevidence max points) 0-5 0-4 0-5 4
16 Presence of riffle-pool/ripple-pool complexes
-
(no riffles/ripples or pools = 0; well-developed =- max points) 0'
3 0 5 0 - 6 4
17 Habitat complexity
(little or no habitat = 0; frequent, varied habitats max points) 0 - 6 0 6 0 6 3

-r 18 Canopy coverage over streambed
0-5
0
5

(no shading vegetation = 0; continuous canopy - max points) - 0-5 5
19 Substrate embeddeduess
1?
0
4
0

(deeply embedded - 0; loose structure = max) s - 4 3
?0 Presence of stream invertebrates (see page 4)
(no evidence = O; common, numerous types = max points)
0-4
0-5
0-5
2
21 Presence of amphibians
C.? (no evidence- 0; common, numerous types = max points) 0 - 4 04 0- 4 2
.?
O' , Presence of f ish
J E
ence 0; common,numerous tti es max Dints) 0 4 0 - 4 0 - 4 0
?? Evidence ofwildlifeuse
? i?Jcnr, O. abun'ianr evidence max points) 0- 6 0- 5 0 - 5 3
'fetal Points Possible
L00 r 100
LUO
F I oo
h
- - - -
T
"'t ??..
J
K4 ?
rl OT_aL SCORE tlsr o c - ? ritet 0H li 4
( ?
r?tpa???)' --

3

?...., ,.... .,.,? uaawa?u ui l UaM 5,UUWHS.
2
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 26, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Conway/Briabend Storm Drainage Improvement Project,
Charlotte, NC - Perennial RPW Stream B and Non-Jurisdictional Isolated Wetland AA
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. N35.18468` N., Long. W80.87393` NV
Universal Transverse Mercator:
Name of nearest waterbody: Little Hope Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Little Sugar Creek
Name of watershed or Hydrologic Unit Code (HUC): 03050103
El Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Q' Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: November 26, 2008
Field Determination. Date(s): October 23, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There 1rc no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review wca. [Required]
? Waters subject to the ebb and flow of the tide.
71 Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There r. re ' vvuier, of the U.S." wiurin Clean Water Act (C W A) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
Q Wetlands adjacent to TNWs
® Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
E] Non-RPWs that flow directly or indirectly into TNWs
?' Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: linear feet: width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manual
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Wetland AA was determined to be non-jurisdictional for the following reasons: it is not located in a natural
1 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section HIT.
drainageway, it appears to have been constructed as a stormwater conveyance, and it appears that hydric soils and
wetland hydrology are present only because stormwater runoff from nearby developments has been directed into this
low area. There is no significant nexus between Wetland AA and downstream jurisdictional wateres. This area is an
un-maintained non-jurisdictional ditch though uplands. Representative photograph of Wetland AA is included as
Photograph A
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbodya is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and off'site. The determination whether a significant nexus exists is determined in Section III.C below.
I. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly inter TNW.
? Tributary flows through Pict: List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick L kr aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW':
Tributary stream order, if known:
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: flick list.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/nool cnmplexes. Explain:
Tributary geometry: Fick Gist
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick list
Estimate average number of flow events in review area/year Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: hick List. Characteristics:
Subsurface flow: Pick 1, ist_ Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil n
? shelving ?
0 vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
El Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
? High Tide Line indicated by:
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
ne lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick I.ist Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:.
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if anv)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directlv abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream B generally flows southeast across the southeast corner of the project area for approximately 585
linear feet (Figure 6, enclosed). Stream B was evaluated to be Perennial. This channel exhibits a 3-foot bankfull width, an
approximately 4-foot bank height, a continuous bed and bank, moderate sinuosity and flow, a weak presence of benthic
macroinvertebrates, and strong presence of amphibians (Attachments C and D - SCP2). This stream channel scored 36.5 out
of a possible 71 points on the NCDWQ Stream Classification Form and 63 out of a possible 100 points on the USACE Stream
Quality Assessment Worksheet. A photograph of Perennial Stream B is included as Attachment E - Photograph A.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Z Tributary waters: 585 linear feet 3 width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
E Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
0 Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
[f Demonstrate that impoundment was created from "waters of the U.S.," or
El Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
8See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
?' If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
?' Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:There is no
significant nexus between Wetland AA and downstream jurisdictional wateres. This area is an un-maintained
non-jurisdictional ditch though uplands.
?, Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
1 Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
tr] El Wetlands:0.02acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
L i Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
?C' Wetlands:0.002acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall 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:
?'' 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:USGS 7.5' Charlotte West and Charlotte East, NC Topographic
Quadrangles, dated 1996 and 1991 respectively.
Z' USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
dated 1976.
[] National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
Z' FEMA/FIRM maps:see attached report.
?' 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):see attached report.
or ® Other (Name & Date):see attached report.
Q Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
J Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
North Carolina Division of dater Quality - Stream Identification Form; Version 3.1
Date:______ 10/23/2008 Project, ConwayBriabend Latitude: N35.184680
Evaluator: M & JCM Site: SC_P3 Longitude: W80.87393°
------ - -------- --------------------------------------------- - - - - - ----
Total Points' Other- Non-RPW Stream C
Stream is at feast intermittent 00 Mecklenburg e. Quad Name:
it? 19 or perennial >_ 30
A. GeomorPholocgy (subtotal-- .._--10.5 )
- - ------ - ------------- -------------
- ---- ------- - -

------ Absent

- Weak ; - N oderate Strang
1'. Continuous bed and bank 3.0 0 1 2 -
J
2. Sinuosity
--------------- ___________________________-_..--____-__-__-___.._______.-_____..._....._____-__.._____._ 0 0
__ i-.__ 0
_-_--.._._-._. 2

3. In-channel structure: rifle-pool sequence
0.0 ___.__-.---.___. --------
0 - -----------------------
1 - ---------------------------------- ---------
2 -------------------------
3
4_ Soil texture or stream substrate sorting 3.0 0 1 2 3
-5_ Activetrelic €loodplain
-------------------- - - - ---- ---•----------------•------------------ 0.0
----- -- 0 1 2
--

6. Depositional bars or benches --
2.0 -----------------------------'--------
0 ------------------------
3 -'----------------- --------------- ---------
2 ------
---------•-----
3
7. Braided channel 0.0 •0 1 2 3
8. Recent a€luvial deposits
0.0•
0
1

G
3
.
9 -? Natural levees 0.0; 0 1 2 J
10. Headcuts
!
3 i
11. Grade controls

... ........................................ 1:5 i 0 0.5 1

_--
1•?
..............................................................

12- Natural valley or drainageway
- - - - - - - - ------------- ..._... -----

1.0' ---------------- ............. _........

0
...._..:....._..........

0.5
. ?..___-__
..__...- .................?-_-__-_
1

.F _.
---------_ ------
Second or greater order channel on existing --------- --------- --__---------............. ............ ----------- - ...............
USGS or NRCS asap or other documented No= 0 Yes= 3
evidence. 0.0
Man-made ditches are not rated: see discussions in manual
B_ Hydrolo?y_ (Subtotal = 6'5
---------------
-----
---------
-----------

14. Groundwater floMdischarge ;
1.0 ------------ ---- ----------
0 ------------------------
1 ---------------------------------- ----------
2 ------------------------,
3
15. Water in channel and > 48 hrs since rain
or
,

q
if?la}Pf in channel -- dry
__... rtrt
-- or rownn-- Season
_....-
.-._-7---.-.

.0: 1
ry
G

3
..__--_--_ ------------ --

16. ----_--.-_.._

0.5:. ._..___
.... . ........___-----------
1.5
.__._._____.__..
1
17- Sediment on plants or debris 0.5 0 0.5 1 1.5
_-_18,__Organic-------------------------------------------- debris lines or piles (Wrack lines)
-------------------------------- 1,0, 3 !
= 0.5 e 1'.5
--------------•----
19. Hydric soils (redoximorphic features) present. 1.5 ---------------------------
---------
No = 9 ----------------------- -=------------------------------------------
Yes = 1.5 ----------------------_;
C. Biology {Subtotal = 4.00
20"- Fibrous roots in channel
2.0
- 3
2
€
0
2'l__ Rooted plants in channel
- - 2.0
- r 3
------- ----------------- 2
+ 1
r p

22_ Crayfish

0.0

0 --- ----
-----------------------
0.5 ------- -------------------------
----------
1 r
23
Bivalves 0
0: 0 1 2 3
-
_
-- - -- - --------------------------------------------------------------------------
24. Fish
------------------------------------------------------------------------------------- .
----- -- -
0 0 ----------

-------

--------r------------ a.5 ---

------------------------------------------- -------

------- . 5 -----

25_ Amphibians
0.0
0 ----
0.5 ---------
- '
1.5
26. Macrobenthos (note diversity and abundance)
--- ---- •------------ - ------------ --------------------- ----------.------- -• 0.0
------•----
- 0
---- 0.5
_ 1 1-5

27_ Filamentous algae; periphyton

..... . ..... ..... -
0.0

..... ..?.. •---------...-------

0
- --------
.... -
1
3

23. Iron oxidizing bacteria/fungus. _
0.01 -...._ .-_...
0 __._{ ...____.._...___-.
0.5 _..._... { --------------------------------- v .
i
1.5
---29:'. Wetland plants in -streambed ------------------------------
- -- - Q. NJ -
-
----- F
RC
=
0
.5;
- FACtd?s = 0.75; CBL = 1.5
SA`J
=
2
.
3; Other
=
0
- --
-
--
--
-
----
-
--------------------------------------------------------------------------
---
----
--
--
-
-
---
-
Items 20 and 21 focus on the presence of upland plants, hero 29 focuses on the presence of aquatic or wetland plants

-

-------------=
--
-
--
------
.
Notes: (use back side of this form for additional notes.) Sketch
OFFICE USE ONLY: USACE AID# DWQ # j
SCP3 - Unimportant Intermittent Stream C
M STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson
3. Date of Evaluation: 6/16/04 4. Time of Evaluation: 9:15 am
5. Name of Stream: Unnamed tributary to Little Hope Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 40 acres 8. Stream Order: First
9. Length of Reach Evaluated: 100 linear feet 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(1-77) to Clanton Road (Exit 7). Turn left onto Clanton Road and travel for approximately 3/4 mile to South Blvd Turn right onto
South Blvd and travel approximately 1 mile to Briarbend Drive Turn left on Briarbend Drive and travel to Firwood Lane The
channel is located on the right at 4200 Firwood Lane
12. Site Coordinates (if known): N35° 10' 54" W80° 52' 27"
13. Proposed Channel Work (if any): in planning stage
14. Recent Weather Conditions: Heavy rain within 24 and 48 hours
15. Site conditions at time of visit: 80° 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? YES (i?D If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES `?D 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 20 % Residential 40 % Commercial 40 % Industrial _% Agricultural
=io Furesied _% Cleared /Logged % Other
21. Bankfull
22. Bank Height (from bed to top of bank): 3'
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): 39 Comments: Upon extensive sampling of stream channel no biological
indicators were observed.
Evaluator's Signature Date
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 05103. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 - Unimportant Intermittent Stream C
r
'
C
ST
C
TM .
EC ORGTON PsOINTER aN

'
r CH 1RA
TERI
I
S
,
Cbast?al ?,,? •
ie
" ?
"a
"
>
z SCORE,

-
.
?...
- -
r. ... ,. drnonr?
P Fit +?
un
m
i
, ,,.

Presence of tloNs ! persistent pools io stream --
1 llow = max points)
(no flow 0r ,aMiration = 0; stron 0 5 0 4 0 5 2
g
Evidence of past human alteration
4 2
extensive alteration = 0: no alteration = max points) 0 6 0 5 0 1
Riparian zone
3
(no buffer = 0; contiguous, wide buffer = max points) .0-6 0-4 0-5 2
Evidence of nutrient 'or chemical' discharges '
4

extensive discharges - 0-, no discharges = max point:)
0-5
0 I? -
0 4
1
Groundwater discharge
74 5
(no discharge = 0; springs, seeps, wetlands, etc_ max points) 0 3 0 4 0 4 1

6 Presence of adjacentfloodplani
f
(no flood lain = 0; extensive flood p lain= max points) 0-4 0-4 0-2. 0

Z{. 7 Entrenchment/ floodplain access
5
0-4
0-2
2
(deeply entrenched - 0; frequent flooding - max points) -

8 Presence of adjacent wetlands
p
0 6
0 4

} (no wetlands = 0; large adjacent wetlands - max
oints) 0 2 0
'
9 Channel sinuosity
0- 5
0 4
0 3
1
_ (extensive channelization - 0; natural meander max points)

sri
10 Sediment input
0 5
0-4
0 4
2
(extensive de osition= 0; little or no sediment= max points)
}
11 Size& diversity of channel bed substrate
(fine, homogenous = 0, large, diverse sizes = max points) 0-4 0 5 3
1 Evidence of channel incision or widening

y4 2
(deeply incised = 0, stable bed & banks -max points) 0-5 0-4 0 5 2
Presence of major bank failures

(severe erosion = 0; no erosion, stable banks= max points) 0-5 0-5 0 5 3
Rnot denth and density on bankc
? 14 (no visible roots = 0; dense roots throughout= max points) U' 3 0-4 0 5 3
1 Impact by agriculture or livestock production
A
? 5 substantial impact =0; no evidence = max, omts) 0 5 0 4 0 5 4
" 16 Presence of riffle-pool/ripple-pool complexes

F
no riffles/fipples or pools = O; well-developed = max points) 0 3 0-5 0 6 2

17 Habitat complexity

I

little or no habitat= 0; fre went, varied habitats max oints) 0-6 0-6 0-6
3
?^ 18 Canopy coverage over streambed
(no shading vegetation = 0: continuous canopy = max points) 0 - 5 0 5 0 5 4
'tl 19 Substrate embeddedness- '

(deeply embedded - 0, loose structure = max)
?.
m 0 4 -0
4 3

20 Presence of stream invertebrates (see page 4)

(no evidence = 0; common
numerous t
es y = max
oints) 0-4 0-5 0-51 0
,
yp
p
1 Presence of amphibians

Oi
(no evidence = 0; common, numerous types inax points) 0-4 0-4- 0 4 0
?.; 2? Presence of fish,
(no evidence = 0; common, numerous t?Tes = max points) - 0-4 0-4 0-4 ' 0
Evidence of wildlife use
23
-
6 0-5 0-5
O ?ibundant2%idence max 0 0
f µ t yWs?y?"_ ?.j^'1
Y
!-tall olnts Possibly
a ' ?'
?

"`
100
_ ?.
r

I OT G. SCORE (?aT?o ?nttr on lit5ti3c)??'r a 39
These characteristics are not assessed in coastal streams.
2
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This fonn should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 26, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Conway/Briabend Storm Drainage Improvement Project,
Charlotte, NC - Non-RPW Stream C
State:NC County/parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. N35.08527` N, Long. W80.86612° .
Universal Transverse Mercator:
Name of nearest waterbody: Little Hope Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Little Sugar Creek
Name of watershed or Hydrologic Unit Code (HUC): 03050103
ZCheck if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
J Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
E' Office (Desk) Detenmination. Date: November 26, 2008
Field Determination. Date(s): October 23, 2008
SECTION Il: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There ,1 re no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
ncic , , "wuiety of ine U.S." within Cieait Watei Act 'CWA unsdiction 'as defined b
t ) J l by 33 CF R pan 328) in the review area. [Requirea j
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
J TNWs, including territorial seas
J Wetlands adjacent to TNWs
? Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
J Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
J Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
?', Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 100 linear feet: 4 width (ft) and/or 0.009 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Nlanual
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
` For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody' is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 51 acres
Drainage area: 40 acres
Average annual rainfall: 42 inches
Average annual snowfall: 5 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
® Tributary flows through 3 tributaries before entering TNW.
Project waters are ? r-:,er miles from TNW.
Project waters are I (or less) river miles from RPW.
Project waters are 2-5 ? nal (straight) miles from TNW.
Project waters are 1 (or less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: N/A.
Identify flow route to TNW': Tributary flows to Perennial RPW Stream B, flows to unnamed tributary, flows to Little
Hope Creek, flows to Little Sugar Creek (TNW).
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
Tributary stream order, if known: 1 st.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
® Manipulated (man-altered). Explain: The majority of this tributary has been piped.
Tributary properties with respect to top of bank (estimate):
Average width: 4 feet
Average depth: 3 feet
Average side slopes:.
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ? Concrete
® Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: This is an unstable urbanized stream
system. Flow is flashy due to a high level of impervious cover in the waterershed. Stream displays high levels of sedimentation.
Presence of run/riffle/nool complexes: Explain: little to no riffle pool complex.
Tributary geometry: Relatively straight
Tributary gradient (approximate average slope): 2 %
(c) Flow:
Tributary provides for: Intermittent hutnot seasonal llow
Estimate average number of flow events in review area year: 6-10
Describe flow regime: Discreete and confined.
Other information on duration and volume:
Surface flow is: Discrete and confined. Characteristics:
Subsurface flow: Gnknown. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank ?
ILI changes in the character of soil ?C
® shelving
® vegetation matted down, bent, or absent ?
® leaf litter disturbed or washed away ?
® sediment deposition ?
® water staining ?
? other (list):
El Discontinuous OHWM.' Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ?, Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: watershed has a high level of urbanization. Single and multi-family residential properties are the predominant
land use, with some commercial properties present.
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: rick List Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick )gist.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other enviromnentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Signifleant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:Tributary acts a
conduit to transport, water, sediments and nutrients from higher in the watershed to the TNW. The presence of a sandy substrate
helps to remove some polutants. Organic material entering the stream is also transported downstream, providing nutrients for
aquatic life.
2. Signiflcant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
? TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
J` Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: .
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III. C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: 100 linear feet 4 width (ft).
C Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
_ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
-_! Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
LJ. Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
?' which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
io Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Vemorandum Regarding CWA Act Jurisdiction Following Rapanos.
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
?, If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
_ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
?' Waters do not meet the ".Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
?' Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
?' Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
? Lakes/ponds: acres.
?' Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
ED Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
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:USGS 7.5' Charlotte West and Charlotte East, NC Topographic
Quadrangles, dated 1996 and 1991 respectively.
®, USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
dated 1976.
National wetlands inventory map(s). Cite name:
?, State/Local wetland inventory map(s):
FEMA/FIRM maps:see attached report.
?' 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):see attached report.
or ® Other (Name & Date):see attached report.
Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
? Applicable/supporting scientific literature:
?' Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Conway-Briarbend Date: 10/23/08
Applicant/Owner: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Thomas Blackwell &Jamie MacMartin State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1. Festuca arundinacea
2. Salix nigra Stratum Indicator
herb FAC-
tree OBL Dominant Plant Species Stratum Indicator
9.
10.
3. Carex spp. herb 11.
4. Juncus effusus herb FACW+ 12.
5. Eupatorium coelestinum heb FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
80%
Remarks:
More than 50% of dominant ves
etation is FAC or wetter.
HHYDROLOGY
Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
_
Drift Lines
Field Observations: _
X Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 10 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are present
Copy of Routine On-Site Data Forms (revised) Page I Of 2 12/3/2008
SOILS
Map Unit Name
(Series and Phase): Cecil-Urban land complex, 8-15% slopes Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic T is Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12" B Glev1 3/5GY N/A N/A clay loam
Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional wetland area. Wetland hydrology and hydri
soils are the result of concentrated stormwater runoff and not groundwater.
Approved by HQUSACE 2/92
Copy of Routine On-Site Data Forms (revised) page 2 Of 2 12/3/2008
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Conway-Briarbend Date: 12/16/03
Applicant/Owner: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Isaac Hinson and Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wiand
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP2
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1. Festuca anindinacea
2. Ligustrum sinense
3. Rubus argutus Stratum Indicator
herb FAC-
shrub FAC
herb FAC Dominant Plant Species Stratum Indicator
9.
10.
11.
4. Acer nibrum tree FAC 12.
5. Liquidamber styracii lua tree FAC+ 13.
6. Ouercis nibra tree FACU 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
67%
Remarks:
More than 50% of the dominant ve
getation is FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
Water Marks
_
Drift Lines
Field Observations: _
_ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12" (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology indicators are absent
Routine On-Site Data Forms Page 3 of 4 11/20/2008
SOILS
Map Unit Name
(Series and Phase): Cecil-Urban land complex 8-15% slopes Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic T is Ha ludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions

(inches) Horizon (Munsell Moistl
(Munsell Moist) ,
Abundance/Contrast Structure, etc.
0-8" A 5YR 4/6 10YR 3/3 manv/prominent loam
8-12" B 2.5Y 5/3 NA sandy loam
Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soii indicators are absent
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No
(Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a non-jurisdictional upland area
Approved by HQUSACE 2/92
Routine On-Site Data Forms Page 4 of 4 11/20/2008
aSTA7fo-
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
November 7, 2008
Jamie MacMartin
Carolina Wetland Services
550 E Westinghouse Boulevard
Charlotte, NC 28273
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Conway/Briabend Storm Drainage Improvements, CWS # 2007-2090R, Charlotte, Mecklenburg
County, ER 08-2497
Dear Mr. MacMardn:
Thank you for your letter of October 20, 2008, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources that would be
affected by the project. Therefore, we have no comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
iiuviSOi y Council on Historic Preservation's Regulations for Co,Ipliance vv u Sec:°uo, 106 ^_Odified at 36 CrR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely,
Peter Sandbeck
Location: 109 Last Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
Natural Resources
Michael F. Easley, Governor
October 29, 2008
Mr. Jamie C. MacMartin
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
William G. Ross Jr., Secretary
Subject: Conway/Briabend Storm Drainage Improvement Project; Charlotte, Mecklenburg County
CWS Project No. 2007-209OR
Dear Mr. MacMartin:
The Natural Heritage Program has no record of rare species, significant natural communities, significant
natural heritage areas, or conservation/managed areas at the site nor within a mile of the project area.
Although our maps do not show records of such natural heritage elements in the project area, it does not
necessarily mean that they are not present. It may simply mean that the area has not been surveyed. The
use of Natural Heritage Program data should not be substituted for actual field surveys, particularly if the
project area contains suitable habitat for rare species, significant natural communities, or priority natural
areas.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad map. Our
Program also has a new website that allows users to obtain information on element occurrences and
significant natural heritage areas within two miles of a given location:
<http:/ 11i,l?fw%;b.err.3-tatc.nc.us/nhis/public/gmap75_,nair..P .,;-. .- ?..: name is "pub... and rh.v
password is "heritage". You may want to click "Help" for more information.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence (EO) ID
numbers Onstead of species Aame), and the data user is then encouraged io coni:a t. the Natural HCTltage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
NHP data without visiting the NHP workroom or waiting for the Information Request to be answered by
NHP staff. For more information about data formats and access, visit <www.nconemap.com>, then click
on "FTP Data Download", and then "nheo.zip" [to the right of "Natural Heritage Element Occurrences"]
You may also e-mail NC OneMap at <dataq(cr?,ncmail.net> for more information.
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., Z0616 gist
Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Rhone: 919-733-49841 FAX: [phone] Internet: www.enr.state.nc.us/ENR/
!.n Equal Opportunity /Affirmative Action Employer - 50 % Recycled 110 % Post Consumer Paper
NXW4 'e Carohna
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Conway/Briabend Storm Drainage Improvements Project
Nationwide Permit Nos 3 18, 27, and 33 Project No. 2007-2090
Photograph A. View of Perennial RPW Stream A, facing upstream.
Photograph B. View of Perennial RPW Stream B, facing downstream.
Conway/Briabend Storm Drainage Improvements Project
Nationwide Permit Nos 3 18, 27, and 33 Project No. 2007-2090
Photograph C. View of Unimportant Intermittent Stream C, facing upstream.
Photograph D. View of Non-Jurisdictional Wetland AA, facing northeast.

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