20110705 Ver 1_401 Application_20110711

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Betty Coleman Pond Enhancements
For Charlotte-Mecklenburg Storm Water Services
Nationwide Permit 3 Pre-Construction Notification
Jurisdictional Delineation Request and Project Narrative
Name and Address of the Applicant:
Charlotte-Mecklenburg Storm Water Services
600 East Fourth Street
Charlotte, NC 28202-2844
Contact: Isaac Hinson, PWS
Telephone: [phone]
Fax Number: 704-336-6586
E-mail Address: [e-mail]
Name and Address of the Consultant:
WK Dickson
720 Corporate Center Drive
Raleigh, NC 27607
Contact: Mr. Daniel Ingram
Telephone: [phone]
Fax Number: 919-782-9672
E-mail Address: [e-mail]
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community infrastructure consultants
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July 18, 2011
Ms. Amanda Jones
US Army Corps of Engineers
Asheville Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Dui. z a eon
RE: Betty Coleman Pond Enhancements
Dear Ms. Jones:
WK Dickson is pleased to submit a jurisdictional delineation and Nationwide Permit 3 Pre-
Construction Notification for the Betty Coleman Pond Enhancements project. The PCN is being
submitted on behalf of Charlotte-Mecklenburg Storm Water Services. The project is being undertaken
to repair the breached dam and bring the pond's dam into compliance with the City of Charlotte's
minimum design standards for dams. The attached PCN package includes: jurisdictional determination
report, pre-construction notification, supporting figures, stream and wetland data forms, jurisdictional
determination form (Rapanos), photo log, and design plans.
The proposed dam modifications are needed because the dam does not currently meet the City of
Charlotte design standards. The purpose of the proposed project is to repair the previously serviceable
dam structure. The dam embankment is in a non-functioning condition due to a partial breach of the
embankment, which occurred in January 2010. The concrete spillway is degraded, as well; seepage
under the spillway is undercutting an eroded channel into the embankment. The Betty Coleman dam
will be modified to meet City of Charlotte minimum design standards for a dam, and to provide water
quality treatment by capturing the one-inch storm runoff volume.
The current dam will be overtopped by five inches during a 50-year flood event, and the dam
embankment is high in organic materials, including numerous tree stumps, which is not suitable for a
dam. The proposed project will address these problems with the following solutions:
• replace the existing embankment and remove all trees along embankment;
• replace the existing principal spillway system with a multi-staged riser/barrel system;
• install an emergency spillway that discharges to a downstream, riprap-lined channel;
• provide erosion protection at the spillway outlet;
• install a functioning bottom drain;
• install a diaphragm drain for the new riser/barrel system; and
• provide a minimum 3:1 (H:V) slope for the downstream embankment.
C lifer I )live

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One riparian wetland area will be impacted by the proposed project. A small portion of the wetland
(0.001 acre) falls within the project limits of disturbance. This wetland may experience temporary
clearing and minor fill from the grading of the dam embankment. After the project is completed, the
disturbed wetland area will be restored by reseeding with an appropriate wetland seed mix.
One jurisdictional RPW will be permanently impacted as a result of the proposed project. 13.3 linear
feet of the existing channel will be filled by the dam maintenance, and 39.6 linear feet will be
stabilized with riprap. The new dam will outlet into an existing ephemeral channel, which will be
lined with riprap in order to prevent erosion. The riprap will extend 13.2 linear feet into the
jurisdictional RPW. In addition, the new dam and outlet facility will reduce the normal pool by 0.05
acres to allow for water quality treatment.
The impacts to the existing stream are necessary because flows from the dam outlet would cause
significant erosion problems in the existing stream. Since this would impair downstream water quality,
it is necessary to re-route flow from the dam into the existing ditch. The ditch is better suited to handle
the expected flows, and will be lined with riprap to further reduce erosion.
Impacts to jurisdictional waters of the US are based on pre-breach site conditions. Stream impacts and
riparian wetland impacts have been reduced by minimizing the size of the project area. However,
impact avoidance is difficult because construction must take place at the foot of the dam, where the
stream and wetland are located.
Thank you for your prompt attention to this project. Please let me know if you have any question or
require any additional information.
Sincerely,
W.K. Dickson & Co., Inc.
Daniel Ingram
Project Manager
cc: Ian McMillan, NCDWQ 401/Wetlands Unit
Daniel Ingram, WK Dickson Project Manager
Isaac Hinson, PWS, Charlotte-Mecklenburg Storm Water Services
Bryan Tompkins, USFWS Asheville Field Office
File: 201 10024.00. RA
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0 Table of Contents
1. USACE Submittal Cover Sheet
2. Jurisdictional Determination Report
3. Pre-Construction Notification Form (PCN)
4. Figures
Figure 1. Vicinity Map
Figure 2. USGS Quad Map
Figure 3. Soils Map
Figure 4. Approximate Waters of the U.S.
Figure 5. Proposed Pond Enhancements
Figure 6. Pre-breach Aerial Photograph
Figure 7. Post-breach Aerial Photograph
5. Photo Log
6. Data Forms
NC DWQ Stream Identification Form
USACE Stream Quality Assessment Worksheet
Wetland Determination Data Forms
Jurisdictional Determination Form (Rapanos)
is 7. Design Plans
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• Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Betty Coleman Pond
2. Name of Property Owner/Applicant: Charlotte-Mecklenburg Storm Water Services / Isaac Hinson
3. Name of Consultant/Agent: N/A
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: 3900 Coleman Drive Charlotte NC 28215
7. City: Charlotte
8. County: Mecklenburg
9. Lat: 35.2734 Long: -80.6850 (Decimal Degrees Please)
10. Quadrangle Name: Harrisburg
11. Waterway: Crozier Branch (tributary to Reedy Creek)
12. Watershed: Yadkin (HUC 03040105020010)
• 13. Requested Action:
X Nationwide Permit # 3
General Permit #
X Jurisdictional Determination Request
Pre-Application Request
The following information will be completed by the 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:
Jurisdictional Delineation Report
Betty Coleman Pond Enhancements
This jurisdictional delineation (JD) report is submitted on behalf of Charlotte-Mecklenburg
Storm Water Services, Mecklenburg County, NC.
1. PROJECT INFORMATION
A Waters of the US (including wetlands) delineation was completed on April 7, 2011, for
Betty Coleman Pond project in Mecklenburg County, NC. This memorandum presents our
methods, results, and conclusions for the above referenced project. The project area was
defined as the pre-breach pond extents and extending 200 feet downstream of the dam.
No construction impacts are proposed at the upper end of the pond.
2. METHODS
Jurisdictional Waters of the US, including wetlands, are defined by 33 CFR Part 328.3 and
are protected by Section 404 of the Clean Water Act (33 USC 1344), which is administered
and enforced by the US Army Corps of Engineers (USACE). The delineation of jurisdictional
waters of the US was performed utilizing the Routine On-Site Determination Method as
defined in the Corps of Engineers Wetlands Delineation Manual (Eastern Mountains and
Piedmont Supplement). This technique uses a three parameter approach, which requires
positive evidence of:
¦ Hydrophytic vegetation
¦ Hydric soils
¦ Wetland hydrology
Areas exhibiting the above three wetland characteristics, as well as surface waters, were
marked in the field with sequentially numbered pink and black stripped surveyors tape.
The origins of perennial and intermittent streams were also delineated using USACE and
NCDWQ guidance documents and marked with pink and black stripped surveyors tape.
The delineation of jurisdictional wetland boundaries on the site consisted of in-house
research and field investigations. In-house research included a review of information
sources such as US Geologic Survey 7.5 minute topographic quadrangle, aerial
photography, and National Wetlands Inventory (NWI) map. Subsequent to the in-house
review, wetlands and surface waters were delineated in the field utilizing the above stated
methodology.
3. RESULTS AND DISCUSSION
The dominant mapped soil unit is Cecil sandy clay loam, 8-15% slopes, eroded. Cecil soils
consist of very deep soils on ridges and side slopes of the Piedmont uplands. They are deep
to saprolite and very deep to bedrock. Cecil soils are well drained with medium to rapid
runoff and moderate permeability.
No wetlands are indicated within the project area on either the USGS 7.5-minute
topographic quadrangle map or the NWI mapping for the project site. A review of
available aerial photography did not indicate any obvious wetland areas. Both the
• Quadrangle and NWI map show Betty Coleman Pond and an unnamed tributary to Reedy
Creek in the project area (Crozier Branch).
Subsequent to the in-house research, a field investigation was performed to delineate •
waters of the US on April 7, 2011. One wetland area (Wetland A), one jurisdictional RPW
(UT to Reedy Creek), and one impoundment (Betty Coleman Pond) were located within the
project area. These jurisdictional features are described below and shown on Figure 4.
Betty Coleman Pond: Betty Coleman Pond is a permanent impoundment on Crozier
Branch (tributary to Reedy Creek). The pond was originally impounded with an earthen
dam and spillway. The pre-breach impoundment was 1.34 acres. An emergent freshwater
marsh wetland has formed in the exposed pond bottom. Typical species include soft rush
Uuncus effusus), peltandra (Peltandra virginica), and narrow-leaved cattail (Typha latifolia).
Soils were predominantly organic matter and unconsolidated sediment saturated to the
surface or inundated. A wetland data form is attached that describes these conditions. The
exposed pond bottom also includes some remnant open water and stream channels. These
features represent a temporary condition due to the dam breach and will be re-flooded
following the maintenance/repair activity.
Crozier Branch: Betty Coleman Pond and dam are located on this jurisdictional RPW. The
channel flows toward the east and confluences with Reedy Creek approximately 2.2 river
miles downstream. Crozier Branch is approximately six feet wide and two feet deep
immediately downstream of the Betty Coleman dam. The origin point was flagged in the
original channel at the former dam toe (prior to the breach). The stream banks were stable
and typical vegetation included Christmas fern (Polystichum acrostichoides), American
beech (Fagus grandifolia), red maple (Acer rubrum), and spicebush (Clethra alnifolia). The
channel substrate is predominantly gravel/cobble; however, many fine particles were
present due to the dam breach. A NCDWQ stream classification form (attached) was
completed for UT to Reedy Creek and the channel scored 38 points, indicating perennial
flow. A USACE Stream Quality Assessment Worksheet was also completed and is attached.
UT to Reedy Creek is a jurisdictional RPW due to the presence of groundwater input,
macroinvertebrates, and geomorphology indicative of continuous stream flow.
The historic spillway channel and other incidental channels were investigated and
determined to be ephemeral non-jurisdictional channels. These channels lacked riffle-pool
sequence, macro invertebrates, substrate sorting, and other features indicative of
groundwater input.
Wetland A: Wetland A is a 0.04 acre jurisdictional wetland located on the right bank of
UT to Reedy Creek immediately downstream of the dam. This wetland is a toe-slope
seepage system. A small spring has been walled-in with rocks and outlets into a narrow
rocky channel that drains through the wetland into Crozier Branch. At the time of
delineation water was present at the surface throughout most of the wetland. Typical
vegetation found within Wetland A consists of sweetgum (Liquidambar styraciflua),
blackgum (Nyssa sylvatica), American holly (Ilex opaca), Japanese privet
(Ligustrumjaponicum), greenbrier (Smilax rotundifolia), and cinnamon fern (Osmunda
cinnamomea). The vegetation met the dominance test for hydrophytic vegetation with 83
percent FAC or wetter species. Geotechnical access to the dam resulted in a minor
disturbance to the shrub vegetation in Wetland A.
Soils consist of a clay loam surface with sandy clay subsoil. Soil colors are dark grayish
brown (10YR 4/2) surface and gray (10YR5/1) subsoil. The wetland soil met the Depleted
Matrix (F3) hydric soil indicator. 0
Wetland A was saturated at the surface and had a high water table. Other hydrology
indicators included water stained leaves and drainage patterns.
Wetland and upland USACE Routine On-Site Determination forms are attached to the
memorandum. Wetland A is a jurisdiction Water of the U.S. due to the presence of
hydrophytic vegetation, hydric soil, and wetland hydrology.
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
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Pre-Construction Notification PCN) Form
A. Applicant Information
1. Processing '
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 3687
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information ----- _ ?.
2a. Name of project: Betty Coleman Pond Enhancements
2b. County: Mecklenburg
2c. Nearest municipality / town: Charlotte JU ?
2d. Subdivision name: N/A -
2e. NCDOT only, T.I.P. or state
project no: N/A yy:?,?f7YA?rH a1A1I
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3. Owner Information c
3a. Name(s) on Recorded Deed: Betty Parker Coleman; Roland Franklin Parker & Doris Doughtry
3b. Deed Book and Page No. Deed book 06346, page 547; Deed book 05959, page 535
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: 3900 Coleman Drive
3e. City, state, zip: Charlotte, NC
3f. Telephone no.: 28215
3g. Fax no.:
3h. Email address:
Page I of 14
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Charlotte-Mecklenburg Stormwater Services
4b. Name: Isaac Hinson - Permitting Specialist
4c. Business name
(if applicable): Charlotte-Mecklenburg Stormwater Services
4d. Street address: 600 East Fourth Street
4e. City, state, zip: Charlotte, NC 28202-2844
4f. Telephone no.: 704-336-4495
4g. Fax no.: 704-336-6586
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Daniel Ingram
5b. Business name
(if applicable): WK Dickson
5c. Street address: 720 Corporate Center Drive
5d. City, state, zip: Raleigh, NC 27607
5e. Telephone no.: 919-782-0495
5f. Fax no.: 919-782-9672
5g. Email address: [e-mail]
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Page 2 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 10515331, 10515332
1b. Site coordinates (in decimal degrees): Latitude: 35.27345 Longitude: - 80.68506
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 43.15 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Crozier Branch (tributary to Reedy Creek)
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin (HUC 03040105020010)
Page 3 of 14
PCN Form - Version 1.3 December 10, 2008 Version
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Betty Coleman Dam is 18.6 feet in structural height, and has 8.7 acre-feet of impoundment capacity at the top of the dam. The
dam is below the impoundment capacity threshold of dams that are subject to Dam Safety Law. Dam safety Law applies
to dams that are 15 feet in structural height and have an impoundment of 10 acre-feet. A breach routing analysis and a
report recommending the dam be exempt from Dam Safety Law was submitted and approved by North Carolina Dam
Safety. This request was approved on September 23, 2010.
A subsurface geotechnical investigation and a visual inspection were completed to evaluate the condition of the dam
embankment. In January 2010, the dam partially breached during a large rain event, leaving a small trapezoidal opening
located approximately 25 feet south of the existing concrete weir wall. The opening is approximately four feet wide at its
base, and approximately 27 feet wide at the top of the dam. The opening's height is approximately 13 feet at its highest
point. The channel that has formed at the bottom of the breach is approximately four feet wide, and has several vertical
drops due to existing root systems protecting the channel bottom from additional erosion. A large channel has formed
downstream for approximately 165 feet until it ties in with the abandoned channel from the old primary spillway. The tie-in
of the two channels occurs near the toe of slope in the downstream floodplain. The attached photo log includes several
photos of the breach.
The remaining areas of the dam outside of the partial breach are stable and well vegetated with grasses, moss, or trees. The
existing embankment slopes are 1.9 and 1.8 feet/feet for the upstream and downstream faces. These slopes are
potentially steeper than a stable slope. Subsurface investigation indicates that the embankment fill material is generally
stiff sand clay and silty clay. Organic matter was found throughout the dam 2.5 to five feet below the top of the existing
ground surface. Several partially decayed tree stumps are now exposed in the area of the breach. Blow counts for the
embankment fill ranged from three to 25 blows per 1.75-inch test increment (bpi), where approximately 10 bpi is
considered suitable fill material.
Land use within the project vicinity is predominantly residential and forested. The proposed project is located on private
property. The 43.15-acre property is primarily forested. The one residence on the property is located north of Betty
Coleman Pond, and is surrounded by a lawn that is maintained up to the pond's edge on the north side. A jurisdictional
RPW stream flows east from the pond, and a 0.04-acre wetland abuts the stream approximately 218 linear feet
downstream of the pond.
A review of the State Historic Preservation Office (SHPO) files and the National Register of Historic Places database did not
reveal any cultural resources within or surrounding the project area. The proposed enhancements to the Betty Coleman
Pond will not result in any impacts to historic or cultural resources.
Federally threatened and endangered species listed in Mecklenburg County are as follows: Carolina heelsplitter
(Lasmigona decroata), Smooth coneflower (Echinacea laevigata), Schweinitz's sunflower (Helianthus schweinitzii), and
Michaux's sumac (Rhus michauxii). No protected species are known to occur in the project area, and none were
observed during field investigations. The proposed project is not likely to adversely affect any protected species.
3b. List the total estimated acreage of all existing wetlands on the property:
0.41
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,026.5
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Page 4 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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3d. Explain the purpose of the proposed project:
The dam embankment is in a non-functioning condition due to a partial breach of the embankment. The concrete spillway is
degraded, as well; seepage under the spillway is undercutting an eroded channel into the embankment. The purpose of
the proposed project is to repair the previously serviceable dam structure. The Betty Coleman dam will be modified to
meet City of Charlotte minimum design standards for a dam, and to provide water quality treatment by capturing the one-
inch storm runoff volume. The water quality detention time is three days. This will result in minor deviations to the
structures configuration and filed area to meet current design standards and construction techniques.
The existing embankment consists predominantly of sandy and silty clays that appear to have been placed in a relatively
uncontrolled manner, as the blow counts from the geotechnical borings indicate that the material was not properly
compacted at the time of construction. Furthermore, the existing downstream slope of the embankment is at a very steep
gradient, and will need to be flattened for slope stability purposes. Since the majority of the embankment does not
consist of suitable structural fill material, the embankment will need to be replaced with structural fill material that is
appropriately compacted.
The existing pre-breach spillway does not convey the 50-year, 6-hour storm event without overtopping. City requirements
specify that there must be six inches of freeboard during the 50-year, 6-hour storm event, which was not satisfied by the
weir/spillway combination prior to the breach. The proposed spillway is configured to treat the water quality volume for
existing conditions, and to meet the City design standards for the 50-year storm.
The proposed project will fix the issues with the existing embankment and spillway, and will bring the Betty Coleman Dam
into compliance with the City design standards. Additionally, the project will provide storm water attenuation, and
contribute to improved water quality.
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Page 5 of 14
PCN Form - Version 1.3 December 10, 2008 Version
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will modify the Betty Coleman Pond so that it will meet City of Charlotte minimum design standards for a
dam. The current dam will be overtopped by five inches during a 50-year flood event, and the dam embankment is high in
organic materials, including numerous tree stumps, which is not suitable for a dam. The proposed project will address
these problems with the following solutions:
• replace the existing embankment and remove all trees along embankment;
• replace the existing principal spillway system with a multi-staged riser/barrel system;
• install an emergency spillway that discharges to a downstream, riprap-lined channel;
• provide erosion protection at the spillway outlet;
• install a functioning bottom drain;
• install a diaphragm drain for the new riser/barrel system; and
• provide a minimum 3:1 (H:V) slope for the downstream embankment.
A riser-barrel system is proposed as the new principal spillway, with a separate concrete-lined emergency spillway to add
additional capacity and level control to the pond. The proposed riser is a 76-inch by 76-inch precast concrete box
configured to maintain the existing normal water surface elevation while providing water quality treatment. The riser
structure will be approximately 16.2 feet tall, and will be located in the west side of the pond at the approximate midpoint
of the existing embankment. A new eight-inch Ductile Iron Pipe (DIP) bottom drain will connect to the south side of the
riser with a plug valve located inside the new riser structure. A four-inch water quality orifice will be connected via six-
inch PVC pipes to the inside of the riser structure at the proposed normal pool elevation of 714.00 feet. The location of
the four-inch water quality orifice will be approximately 12 inches below the pond embankment, which will direct water
from the middle of the water column through the orifice during drawdown to minimize thermal pollution of downstream
water bodies.
The proposed barrel will be a 48-inch diameter O-Ring RCP with an outlet invert of 699.00 feet. The barrel will be 72 feet
long, and will be located in the approximate midpoint of the existing embankment. The outlet of the pipe will include an
endwall, and will discharge to a Class I riprap pad for energy dissipation due to the high discharge velocities. The
proposed emergency spillway will be a concrete-lined channel that transitions to a riprap-lined channel after it has passed
below the toe of the embankment. The riprap-lined channel outlets onto the Class I riprap pad located downstream of the
primary spillway barrel.
The primary spillway riprap pad has been designed using the 10-year storm for the primary spillway and the 50-year storm for
the emergency spillway, where the outlet velocity is 3.73 fps. The dimensions of the riprap pad were developed using
methodologies outlined in section 8.06 of the North Carolina Erosion Control Manual. Using Figure 8.06a for minimum
tailwater conditions, the minimum dimensions of the riprap pad were calculated to be 26 feet long and two feet thick. The
width of the pad varies depending on the width of the natural channel that the pad is armoring, and at a minimum,
extends up the channel sides to at least 0.5 feet above the tailwater depth of the 10-year storm.
Since the majority of the embankment does not consist of suitable structural fill material, the embankment will be removed
and replaced with structural fill material that is appropriately compacted. During removal of the embankment, topsoil will
be stockpiled, and trees, vegetation, and organics will be removed. Most of the existing soil will not be able to be reused
for the new embankment due to its high plasticity. Soil unsuitable for reuse will be discarded off site.
During construction of the new embankment, the existing alluvial soils will be undercut, and unsuitable fill will be removed.
Based on the available borings, the majority of the embankment will be excavated to a depth of approximately ten to 13
feet below the crest. Specifically, material high in organic content and soft soils will be replaced. The new downstream
embankment will be constructed at a 3:1 slope in order to adhere to slope stability and maintenance requirements. The
embankment will be stabilized with grass upon completion of construction. All fill will be compacted to a minimum of 95
percent of its Standard Proctor maximum dry density. Fill will be compacted in lifts no greater than eight inches in
thickness. The placement of structural fill will be observed by a qualified geotechnical engineer. Additionally, the existing
four-inch DIP will be removed, and a toe drain will be installed along the embankment toe.
Repair and modification of the Betty Coleman Dam will require grading and earthwork within the original pond footprint as
well as downstream of the dam. This work will be minimized during construction and no temporary fill is required.
Permanent fill will be placed to repair the dam and satisfy City design standards. Strict erosion control measures will be
used to minimize sediment loss. These measures include: stabilized construction entrance, silt fence, silt ditch, rock
check dams, and temporary and permanent seeding. Dewatering measures include use of a special stilling basin (silt
bag) that will be located on a stable upland area. The dewatering will occur near the top of the water column.
Page 6 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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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?
Comments:

? 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 7 of 14
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
? Open Waters ® Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Fill Bottomland ® Yes ® Corps 0.001
Hardwood Forest ? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.001
2h. Comments: One riparian wetland area will be impacted by the proposed project. A small portion of the wetland (0.001
acre) falls within the project limits of disturbance. This wetland may experience temporary clearing and minor fill from the
grading of the dam embankment. After the project is completed, the disturbed wetland area will be restored by reseeding with
an appropriate wetland seed mix. Impacts are based on pre-breach site conditions.
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. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Stabilization
(Riprap apron) Crozier Branch ® PER
? INT ® Corps
? DWQ 6 39.6
S2 ®P ? T Fill (Dam
embankment) Crozier Branch ® PER
? INT ® Corps
? DWQ 6 13.3
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 52.9
3i. Comments: One jurisdictional RPW will be permanently impacted as a result of the proposed project. 13.3 linear feet of the
existing channel will be filled by the dam maintenance, and 39.6 linear feet will be stabilized with a ri ra apron. The new dam
C
•
•
Page 8 of 14
PCN Form - Version 1.3 December 10, 2008 Version
•

will outlet into an existing ephemeral channel, which will be lined with riprap in order to prevent erosion. The riprap will extend
into the jurisdictional RPW 13.2 linear feet. Impacts are based on pre-breach site conditions.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ® P ? T Betty Coleman Reduction in permanent pool Open water pond 0.05
Pond surface area
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts 0.05
4g. Comments: Impacts are based on pre-breach site conditions, and are the result of a lowered outlet and reduced pond
surface area.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
517. 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:
Page 9 of 14
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T im act required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream impacts and riparian wetland impacts have been reduced by minimizing the size of the project area. However, impact
avoidance is difficult because construction must take place at the foot of the dam, where the stream and wetland are located.
The pre-breach pond extents area being restored as closely as paracticable. A slight reduction in the permanent pool is
necessary to provide water quality detention in accordance with the City's pond design guidelines. The permanently exposed
pond bottom wil be inundated during and after storm events and may convert to a wetland ecosystem.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The disturbed area for the proposed improvements will require the project to have an Erosion and Sedimentation Control
Permit from NCDENR-Division of Land Quality. The project will conform to the requirements of the North Carolina Erosion
Control Manual, and shall practice all erosion and sedimentation control measures as required by the specific geography of
the project. Maintaining erosion control measures throughout construction is imperative to avoid contaminating the existing
stream feature directly downstream of Betty Coleman Pond.
Once the western portion of the pond has been drained, the entire existing embankment will be breached to begin
construction of the new primary spillway. A rock dam will be installed at the project outfall to capture sediment from the
disturbed area along the downstream embankment. Silt fence will be installed, as shown on the plans, to minimize impacts to
downstream water quality.
Strict erosion control measures will be used to minimize sediment loss. These measures include: stabilized construction
entrance, silt fence, silt ditch, rock check dams, and temporary and permanent seeding. Dewatering measures include use of
a special stilling basin (silt bag) that will be located on a stable upland area. The dewatering will occur near the top of the
water column.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
F-1 Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation

•
Page 10 of 14
PCN Form - Version 1.3 December 10, 2008 Version
•

•
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
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 11 of 14
PCN Form - Version 1.3 December 10, 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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is a maintenance activity on
an existing facility; no new impervious surface will be generated.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Charlotte-Mecklenburg
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
•
•
•
Page 12 of 14
PCN Form - Version 1.3 December 10, 2008 Version
•
•
•
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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.
The proposed project involves maintenance on an existing facility, and will not result in any additional development.
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.
Not applicable.
Page 13 of 14
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
•
5a. Will this project occur in or near an area with federally protected species or ? Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted F] Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC NHP element occurrence and significant natural heritage area shapefiles, and a site evaluation by a qualified
biologist. a copy of this PCN package has been forwarded to the USFWS Asheville Field Office for review.
6. Essential Fish Habitat (Carps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ? Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Not applicable - the proposed project is not in or near a coastal area
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?
NC State Historic Preservation and National Register shapefiles
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? NC Fooodplain Mapping Information System
Isaac J. Hinson, QAI?- '? f } •? 7/18t2011
'Wetland Specialist Applicant/Agent's Signature Date
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant
is provided.)
•
Page 14 of 14
PCN Form - Version 1 .3 December 10. 2008 Version
21
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•
•
Betty Coleman Pond Enhancements
Mecklenburg County, NC
UT to Reedy Creek, view upstream towards dam breach.
0
Drained pond bottom.
Betty Coleman Pond Enhancements
Mecklenburg County, NC
Wetland A near outlet into UT to Reedy Creek.
J
L
•
L,J
Wetland A (foreground) and back side of dam.
•
C]
Betty Coleman Pond Enhancements
Mecklenburg County, NC
Open water (foreground) immediately behind dam with emergent wetland in exposed
pond bottom.
0
View of dam breach from north side.
•
•
0
•
•
•
NC DWO Stream Identification Form Version 4.1
Date: o U Project/Site: C d~
Evaluator:r j? f f??/y1 County: ?Wj Longitude:
Total Points: w
Stream is at least intermittent
1> Stream Determination (circle
meral Intermittent renni I
E
h Other
e
Quad Name: r vv
0
if;! 19 or perennial if ? 30` p
e .g.
A. Geomorphology (Subtotal = Z. L ) Absent Weak Moderate Strang
1" Continuity of channel bed and bank 0 1 _ 2 3
2. Sinuosity of channel along thalweg 0 1 3
3. In-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 0
1
2
4. Particle size of stream substrate 0 1 2
_
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 2 3
9. Grade control 0 1 1.5
10. Natural valley 0 0.5
11. Second or greater order channel No = 0 Yes
"artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = 7. 6? 1
12. Presence of Baseflow 0 1 _ 3
13. Iron oxidizing bacteria 1 2 3
14. Leaf litter 1.5 0.5 0
15. Sediment on plants or debris 0 0.5 1.5
16. Organic debris lines or piles 0 1 1.5
17. Soil-based evidence of high water table? No = 0 Y s = 3
C. Biology (Subtotal= S. r )
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos (note diversity and abundance) 0 2 3
21. Aquatic Mollusks 1 2 3
22. Fish 0 0. 1 1.5
23. Crayfish 0 1 _ 1.5
24. Amphibians 0 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other 0
.perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:

Sketch: -S%. r/rk//.e I . 1040
USACE AID# DWQ # Site # (indicate on attached map)
---------------- -------
;,? ; STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment: -
1. Applicant's name: / C.?tu ? 2. Evaluator's name: OaAiel X. -t ,K
3. Date of evaluation: 7 &r,1 ZO! ? 4. Time of evaluation: [ .300
5. Name of stream: (4- /G &'y C&ko 6. River basin: A
7. Approximate drainage area: V ac 8. Stream order: Z,
9. Length of reach evaluated: 6o ' 1 • 10. County: L
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. cation of reach under evalu tion ate nearby roads and lan narks and attach snap identifying stream(s) location):
r; wvisl o?l of rr?tl P*td
14. Proposed channel work (if any):
15. Recent weather conditions:
16. Site conditions at time of visit:
17. 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)
18. Is there a pond or lake located upstream of the evaluation point? )(f5> NO If yes, estimate the water surface area: (s y 1? QC
19. Does channel appear on USGS quad map? 6? NO 20. Does channel appear on USDA Soil Survey? ID NO
21. Estimated watershed land use: Residential 1 D % Commercial _% Industrial _% Agricultural
q% Forested _% Cleared / Logged ?% Other ( )
22. Bankfull width: 6 23. Bank height (from bed to top of bank): T/.
24. Channel slope down center of stream: -Flat (0 to 2%) Gentle (2 to 4%) -.Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: -----Straight -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): Comments:
Evaluator's Signature Date
This channel evaluation form is intended 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 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 06/03. To Comment, please call 919-876-8441 x 26.
0
•
•
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREG ION POINT RANGE
-
SCORE
# CHARACTERISTICS
Coastal „., Piedmont Mountain,
I Presence of flow / persistent pools in stream 0-5 0-4 0-5
(no flow or saturation= 0; strop flow = max points)
2 Evidence of past human alteration 0-6 0-5 0-5
(extensive alteration = 0; no alteration = max points)
3 - Riparian zone 0- 6 0- 4 0- 5
no buffer = 0; contiguous, wide buffer =max points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 -

(extensive discharges= 0; no discharges = max points) 1
5` Groundwater discharge 0-3 0-4 0-4
(no discharge = 0; springs, setps, wetlands, etc. = max points)
6 Presence of adjacent floodplain 0-4 0-4 0-2
y, (no floodplain ? 0; extensive floodplain = max points)
Entrenchment / floodplain access , 0-5 0-4 0-2
a" (deeply entrenched = 0; frequent flooding = max points

8 Presence of adjacent wetlands
0-6
(? 4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9 Channel sinuosity
0-S
0-4
0-3 3
extensive channelization = 0; natural meander = max points

10 Sediment input
0 - 5
0 - 4
0 - 4
extensive deposition= 0; little or no sediment - max points
11 Size & diversity of channel bed substrate NAB 0-4 0-5
(fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0 - 5 0-4 0-5
deeply incised = 0; stable bed & banks = max point-,I

13 _
Presence of major bank failures
0-5
0-5
0-5

3
(severe erosion = 0; no erosion stable banks = max points)
14 Root depth and density on banks 0-3 0 4 0-5
no visible roots = 0; dense roots throughout = max points) _

15 Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
substantial i?n act 4; no evidence - max points) _

16 Presence of riffle-pool/ripple-pool complexes
0-3
0-5
0-6 3
no riffles./ripples les or pools= 0; well-developed = max points)

17 Habitat complexity
0-6
0-6
0-6
little or no habitat = 0; frequent, vied habitats = max points)

lA Canopy coverage over streambed
0-5
0-5
0-5
_

no shading vegetation =.0• continuous canopy= max points 11
j 19 Substrate embeddedness ?j? rt
0 - 4
0 - 4 '?
G
(deeply embedded = 0; loose structure = max .
r
20 Presence of stream invet'tebrates (see page 4)
0-4
0-5
0-5

conu4ion, numerous types _ max points)
no evidence
_

21 Presence of amphibiAns
?
0-4
0-4
0-4
no evidence a 0; conunoq numerous types= max points)
f Presence of
flsb
-
22 ,
no evidence 0; common, numerous types max points) 0-4 0-4 0-4

t
23 Evidence of "dlife use
0-6
0-5
0-5
(no evidence = 0; abufidW evidence = max points

0 (ale; pit p

WA yl?
T
`

I S P
1

* These characteristics are not assessed in coastal streams.
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
0
•
•
City/County: Mecklenburg
Section, Township, Range:
State: NC
Sampling Date: April-7-2011
_ Sampling Point: A4-Wet
Landform (hillslope, terrace, etc.): toe slope Local relief (concave, convex, none): concave-concave Slope (%):
Subregion (LRR or MLRA): LRR P / MLRA 136 Lat: 35.273591 Long: -80.685145 Datum: NAD83
Soil Map Unit Name: CeD2 - Cecil sandy clay loam, 8-5% slopes, eroded NWI classification: PF01 B
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No ? (If no, explain in Remarks.)
Are Vegetation M, Soil ? , or Hydrology ? significantly disturbed? Are "Normal Circumstances" present? Yes ? No ?
Are Vegetation ? , Soil _L1, or Hydrology _L1 naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Project/Site: Betty Coleman Pond
Applicant/Owner: Charlotte Stormwater Services
Investigator(s): Daniel Ingram
Hydrophytic Vegetation Present? Yes 0 No ?
Is the Sampled Area
Hydric Soil Present? Yes ?? No ? within a Wetland? Yes ? No
Wetland Hydrology Present? Yes ?? No ?
Remarks:
Area impacted by geotechnical equipment access. Spring head has been rocked in and shallow rock
drain is present. Immediately downstream of historic dam.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply) =Surface Soil Cracks (136)
=Surface Water (Al) =True Aquatic Plants (1314) =Sparsely Vegetated Concave Surface (B8)
=High Water Table (A2) =Hydrogen Sulfide Odor (Cl) [Z]Drainage Patterns (1310)
? Saturation (A3) =Oxidized Rhizospheres on Living Roots (C3) =Moss Trim Lines (1316)
=Water Marks (131) ? Presence of Reduced Iron (C4) =Dry-Season Water Table (C2)
=Sediment Deposits (132) =Recent Iron Reduction in Tilled Soils (C6) =Crayfish Burrows (C8)
=Drift Deposits (133) =Thin Muck Surface (C7) =Saturation Visible on Aerial Imagery (C9)
=Alga) Mat or Crust (134) =Other (Explain in Remarks) =Stunted or Stressed Plants (D1)
=Iron Deposits (135) =Geomorphic Position (D2)
=Inundation Visible on Aerial Imagery (87) =Shallow Aquitard (D3)
?=Water-Stained Leaves (139) =Microtopographic Relief (D4)
=Aquatic Fauna (B13) =FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ? No 0 Depth (inches):
Water Table Present? Yes =
= No ? Depth (inches): 1 inch
f
?
??
?
Saturation Present? Yes ace
Depth (inches): sur
No Wetland No
Hydrology Present? Yes
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Eastern Mountains and Piedmont - Interim Version
VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: A4-wet
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 10 ft radius ) % Cover Species? Status
Number of Dominant Species
1 Liquidambar styraciflua 20% YES FAC That Are OBL, FACW, or FAC: 10 (A)
2 Ostrya virginiana 20% YES FACU

3
Nyssa sylvatica
15%
YES
FAC Total Number of Dominant
12
Species Across All Strata:
(B)
4 Liriodendron tulipifera 5% NO FAC
Percent of Dominant Species
5 That Are OBL, FACW, or FAC: 83% (A/B)
6. '
Prevalence Index worksheet:
8. -
Total % Cover of: Multiply by:
60% = Total Cover OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 10 ft radius ) FACW species x 2 =
1 Ilex opaca 10% YES FAC FAC species x 3 =
2 Ligustrum sinense 5% YES FAC FACU species x 4 =
3 Acer ruburm 5% YES FAC UPL species x 5 =
4. Column Totals: (A) (B)
5.
Prevalence Index = B/A =

Hydrophytic Vegetation Indicators:
7 ? 1 - Rapid Test for Hydrophytic Vegetation
8. - -
? 2 - Dominance Test is >50%

? 3 - Prevalence Index is 53.0'
10 ? 4 - Morphological Adaptations' (Provide supporting

10 ft radius 20% =
Total Cov
er
data in Remarks or on a separate sheet)
)
Herb Stratum (Plot size:
? Problematic Hydrophytic Vegetation' (Explain)
1 Osmunda cinnamomea 10% YES FACW
2 Rubus argutus 5% YES FACU
3 Polystichum acrostichoides 5% YES FAC 'Indicators of hydric soil and wetland hydrology must

Juncus effusus
2%
NO
FACW be present, unless disturbed or problematic.
4 D
fi
iti
f F
V
t
ti
St
t
e
n
ons o
our
ege
a
on
ra
a:
5.
6 Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7. height.
8.
Sapling/Shrub - Woody plants, excluding vines, less
g. than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
Herb - All herbaceous (non-woody) plants, regardless
11. of size, and woody plants less than 3.28 ft tall.
12.
22% = Total Cover Woody vine - All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size: 10 ft radius ) height.
1 Lonicera japonica 10% YES FAC
2 Parthenocissus quinquefolia 5% YES FAC
3 Smilax rotundifolia 5% YES FAC
4. '
Hydrophytic
5. Vegetation
?]
6. - No
Present? Yes
20% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)

•

US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version
0
C J
•
SOIL
Sampling Point: A4-wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tyoe Loc Texture Remarks
0-8 10 YR 4/2 CL
8-18 10 YR 5/1 SC
'Type: C=Concentration, D=De letion, RM =Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hyd ric Soil Indicators: Indicators for Problematic Hydric Soils':
Q Histosol (Al) Q Dark Surface (S7) Q 2 cm Muck (A10) (MLRA 147)
Q Histic Epipedon (A2) Q Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (At 6)
Q Black Histic (A3) Q Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)

B Hydrogen Sulfide (A4) 0 Loamy Gleyed Matrix (F2) Q Piedmont Floodplain Soils (F19)
Stratified Layers (A5) Q Depleted Matrix (F3) (MLRA 136, 147)
0 2 cm Muck (A10) (LRR N) Q Redox Dark Surface (F6) Q Red Parent Material (TF2)
Q Depleted Below Dark Surface (A11) 0 Depleted Dark Surface (F7) [:]Very Shallow Dark Surface (TF12)
Q Thick Dark Surface (A12) 0 Redox Depressions (F8) Q Other (Explain in Remarks)
Q Sandy Mucky Mineral (S1) (LRR N, Q Iron-Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)

B Sandy Gleyed Matrix (S4) Q Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
Sandy Redox (S5) Q Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
= Stripped Matrix (S6) unless disturbed or problematic.
Restrictive Layer (if observed):
Type: Z
Depth (inches): Hydric Soil Present? Yes . No
Remarks:
US Army Corps of Engineers
Eastern Mountains and Piedmont - Interim Version
WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
C
•
•
Project/Site: Betty Coleman Pond City/County: Mecklenburg Sampling Date: April-7-2011
Applicant/Owner: Charlotte Stormwater Services State: NC Sampling Point: A4-up
Investigator(s): Daniel Ingram Section, Township, Range:
Landform (hillslope, terrace, etc.): toe slope Local relief (concave, convex, none): concave-concave Slope
Subregion (LRR or MLRA): LRR P / MLRA 136 Lat: 35.273591 Long: -80.685145 Datum: NAD83
Soil Map Unit Name: PaE - Pacolet sandy loam, 15-25% slopes NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes No ? (If no, explain in Remarks.)
Are Vegetation ?, Soil ? , or Hydrology ? significantly disturbed? Are "Normal Circumstances" present? Yes 0 No ?
Are Vegetation ? , Soil or Hydrology = naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes F7_1 No Is the Sampled Area
Hydric Soil Present? Yes ? No within a Wetland? Yes ? No
Wetland Hydrology Present? Yes ? No ?
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply) QSurface Soil Cracks (136)
F-1 Surface Water (Al) [--]True Aquatic Plants (1314) QSparsely Vegetated Concave Surface (138)
F-1 High Water Table (A2) 71 Hydrogen Sulfide Odor (Cl) QDrainage Patterns (1310)
? Saturation (A3) Q Oxidized Rhizospheres on Living Roots (C3) OMoss Trim Lines (1316)
? Water Marks (131) ? Presence of Reduced Iron (C4) QDry-Season Water Table (C2)
QSediment Deposits (132) QRecent Iron Reduction in Tilled Soils (C6) QCrayfish Burrows (C8)
F-1 Drift Deposits (133) QThin Muck Surface (C7) QSaturation Visible on Aerial Imagery (C9)
F-1 Algal Mat or Crust (134) ? Other (Explain in Remarks) QStunted or Stressed Plants (D1)
? Iron Deposits (135) QGeomorphic Position (132)
? Inundation Visible on Aerial Imagery (137) [:]Shallow Aquitard (D3)
? Water-Stained Leaves (B9) QMicrotopographic Relief (D4)
QAquatic Fauna (813) OFAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ?
No ?? Depth (inches):
Water Table Present? Yes ? No ?? Depth (inches):
?
W1
Saturation Present? Yes ? No Q Depth (inches): Wetland No
Hydrology Present? Yes
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers
Eastern Mountains and Piedmont - Interim Version
VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: A4-up
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 ft radius ) % Cover Species? Status
Number of Dominant Species
1 Fagus grandifolia 30% YES FACU That Are OBL, FACW, or FAC: 4 (A)
2 Liquidambar styraciflua 15% YES FAC

3 Acer rubrum
10%
YES FAC Total Number of Dominant
6
Species Across All Strata:
(B)
4.

5 Percent of Dominant Species
' That Are OBL, FACW, or FAC: 66% (A/B)
6.
Prevalence Index worksheet:
8. - -
Total % Cover of: Multiply by:
55% = Total Cover OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 20 ft radius ) FACW species x 2 =
1 Oxydendrum arboreum 10% YES NI FAC species x 3 =
2. - FACU species x 4 =
3. - UPL species x 5 =
4. - Column Totals: (A) (B)
5. -
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
8 - -
1 - Rapid Test for Hydrophytic Vegetation
. ? 2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
10.
15% - -
04 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size: 20 ft radius
) =Total Cover data in Remarks or on a separate sheet)
P
l
i
h ? Problematic Hydrophytic Vegetation' (Explain)
yst
1
o
c
um acrostichoides 5% YES FAC
2.

3. Indicators of hydric soil and wetland hydrology must

4 be present, unless disturbed or problematic.
. Definitions of Four Vegetation Strata:
5. -
6 Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7. height.
8. -
Sapling/Shrub - Woody plants, excluding vines, less
g. than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10. - -
11 Herb - All herbaceous (non-woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
12.
5% = Total Cover Woody vine - All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size: 20 ft radius ) height.

1 Lonicera japonica 2% YES FAC
2.
3.
4. -

5 Hydrophytic
' Vegetation
F
F
6. - Present? Yes
No
2% = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
C
LI
•
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version
•
•

SOIL
Sampling Point: A4-up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) % Redox Features
Color (moist) % Tvoe Loc
Texture Remarks
0-6 10 YR 3/6 L
6-12 10 YR 6/8 Sic
12-18 10 YR 6/6 C gravel --10 %
'Type: C=Concentration, D=De letion, RM =Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
Q Histosol (Al) Q Dark Surface (S7) Q 2 cm Muck (A10) (MLRA 147)
Q Histic Epipedon (A2) Q Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (A16)
Q Black Histic (A3) Q Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148)
Hydrogen Sulfide (A4)
e Q Loamy Gleyed Matrix (F2) Q Piedmont Floodplain Soils (F19)
Stratified Layers (A5) Q Depleted Matrix (F3) (MLRA 136, 147)
Q 2 cm Muck (A10) (LRR N) Q Redox Dark Surface (F6) Q Red Parent Material (TF2)
Q Depleted Below Dark Surface (A11) Q Depleted Dark Surface (F7) =Very Shallow Dark Surface (TF12)
Q Thick Dark Surface (A12) Q Redox Depressions (F8) Q Other (Explain in Remarks)
=Sandy Mucky Mineral (S1) (LRR N, Q Iron-Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
Q Sandy Gleyed Matrix (S4) Q Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
Sandy Redox (S5) Q Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
=Stripped Matrix (S6) unless disturbed or problematic.
Restrictive Layer (if observed):
Type: n
Depth (inches): Hydric Soil Present? Yes JL No 1/
Remarks:
US Army Corps of Engineers
Eastern Mountains and Piedmont - Interim Version
• 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):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Betty Coleman Pond
State: North Carolina County/parish/borough: Mecklenburg City: Charlotte
Center coordinates of site (]at/long in degree decimal format): Lat. 35.274° Long. 80.686° W.
Universal Transverse Mercator:
Name of nearest waterbody: UT to Reedy Creek (Crozier Branch)
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Reedy Creek
Name of watershed or Hydrologic Unit Code (HUC): Yadkin, (HUC 03040105020010)
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., offsite mitigation 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:
? Field Determination. Date(s):
SECTION IL SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
is ? 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 Are "waters of the U.S." within Clean Water Act (CWA) 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): t
TNWs, including territorial seas
? 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
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
0 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: 766 linear feet: 6 width (ft) and/or 1.60 acres.
Wetlands: 0.04 acres.
c. Limits (boundaries) of jurisdiction based on: W Dclkuetios Manual
Elevation of established OHWM (if known): unknown.
2. Non-regulated waters/wetlands (check if applicable)?
C) Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: An ephemeral channel that runs from the dam to UT to Reed Creek (Crozier Branch) was determined to be
non-jurisdictional.
•
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 at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs is
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 HI.D.l.; otherwise, see Section 111.13 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: square miles
Drainage area: Pk List
Average annual rainfall: 57.96 inches
Average annual snowfall: 1.7 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through t'iiek Lio tributaries before entering TNW.
Project waters are PitkUst river miles from TNW.
Project waters are f%k UM river miles from RPW.
Project waters are 11? aerial (straight) miles from TNW.
Project waters are ERIK lAd aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: NO.
Identify flow route to TNW5: FUT Bear Creek flows approximately 1.3 miles SW into Bear Creek (TNW).
Tributary stream order, if known:
° Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
s 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: Channelized and culverted in project area..
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick 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: stable, low energy coastal stream.
Presence of run/riffle/pool complexes. Explain: mostly pool habitat with few runs.
Tributary geometry: Pick List
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: perennial some years but mostly intermittent, only drying in late summer/early fall.
Other information on duration and volume:
Surface flow is: PickLisf. 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 ? multiple observed or predicted flow events
? water staining ? abrupt change in plant community
? other (list):
? Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
i3 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 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): bottomland swamp, >200 feet wide throughout.
? Wetland fringe. Characteristics: bottomland hardwood, >200 feet wide.
? 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-T1' 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: 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 Lbt river miles from TNW.
Project waters are List aerial (straight) miles from TNW.
Flow is from: Pick
it•
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 any)
All wetland(s) being considered in the cumulative analysis: PkkUs$
Approximately ( ) acres in total are being considered in the cumulative analysis.

0
For each wetland, specify the following:
do 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:
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:
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:
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: The tributary has the capacity to carry pollutants and nutrients to a TNW and offers some treatment of pollutants
prior to reaching a TNW. The tributary and its adjacent wetlands also provide a contiguous wetland/aquatic habitat down to the
TN W.
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.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: A NCDWQ stream classification form was completed for UT to Reedy Creek (Crozier Branch), and the
• channel scored 38 points, indicating perennial flow. UT to Reedy Creek (Crozier Branch) is a jurisdictional perennial stream
due to the presence of groundwater input, macroinvertebrates, and geomorphology indicative of continuous stream flow.
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:
Non-RPWss that flow directly or indirectly into TN-Ws.
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:
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: Wetland abuts and flows directly into UT to Reedy Creek (Crozier Branch)
approximately 218 linear feet downstream of the Betty Coleman Pond dam.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary
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 forjurisdictional wetlands in the review area: acres
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.
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-STATE1 WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
'See Footnote # 3.
' 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.
? 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:
? 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):
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: 1:24,000 Harrisburg.
USDA Natural Resources Conservation Service Soil Survey. Citation: Mecklenburg County 2011.
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
® FEMA/FIRM maps: Panel 4595, Map# 3710459500J.
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): 2009, obtained from NC OneMap.
or ? Other (Name & Date):
? 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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