20100568 Ver 1_More Info Received_20101116

Letter of Transmittal
S&ME, Inc. *S&ME
9751 Southern Pine Blvd.
Charlotte, NC 28273
[phone]
[phone] fax
N.C. Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina, 27604-2260
WE ARE SENDING YOU
? Shop drawings
? Copy of letter
iL-) - oSLoS
DATE: November 15, 2010 I JOB NO: 1357-10-24A
ATTENTION: Mr. Ian McMillan
RE: Enclave Pond
® Attached ? Under separate cover via
? Prints ? Plans ? Draft
® Report
-the following items:
? Specifications
COPIES DATE NO DESCRIPTION
5 11.12.2010 1 Individual Water Quality Certification Application for Enclave Pond
1 10.22.2010 2 $570 Check for Processing Fee
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ® For your record
? As requested ? For review and comment ?
? FORBIDS DUE: / I_ ? PRINTS RETURNED AFTER LOAN TO US
REMARKS: Attached please find the above. Please let Isaac Hinson or myself know if you have questions, Thank you.
- Dave Homans
SIGN:
COPY TO: File, CSWS, USACE
'!J V 1 Zt; i;?
DENR. MrEi OLIAUT1r
%tXWS AND 6T0 iL^MM
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
This Letter of Transmittal and the documents accompanying this Letter of Transmittal contain information from S&ME, Inc., which is confidential and legally
privileged. The information is intended only for use of the individual or entity named on this Letter of Transmittal. If you are not the intended recipient, you
are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on these documents is strictly prohibited.
S&ME SFG-001
(Rev. 04/04)
#S&ME
November 12, 2010
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Attention: Ms. Amanda Jones
North Carolina Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh; North Carolina 27604-2260
Attention: Mr. Ian McMillan
Reference: Application for Section 404 Individual Permit
Enclave Pond
Charlotte, North Carolina
S&ME Project No. 1357-10-024A
USACE Action ID No. 201001358
Dear Ms. Jones and Mr. McMillan:
S&ME, Inc. (S&ME) wishes to submit this application for a Department of the Army
Section 404 Individual Permit (IP) and a corresponding North Carolina Individual Water
Quality Certification (IC) for proposed impacts to waters of the U.S. in connection with
the project referenced above. We are working on behalf of Charlotte-Mecklenburg Storm
Water Services, who will be considered the applicant. If you need additional
information, please do not hesitate to contact us.
Sincerely, 4
S&ME --1 ?,?,?t--
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?a DENR - WAI ER GUAUTY
11 IWA
VEiiANDS AND STOR1w TER$RNJM
D. David Homans v T 1P
Natural Resources Staff Professional Senior Project Manager
Senior Review by Julie Bennett-Hudel, P.G., LEED AP
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
Figures
Figure 1 - Site Vicinity Map
Figure 2 - USGS Topographic Map
Figure 3A - 2005 Aerial Photograph
Figure 3B - 2007 Aerial Photograph
Figure 3C - 2010 Aerial Photograph
Figure 4 - Approximate Waters of the U.S. Map
Figure 5 - Project Impacts Map
Appendices
Appendix I: Completed ENG FORM 4345 and Adjacent Property Owner List;
Appendix II: Site Photographs
Appendix III: U.S. Army Corps of Engineers (USACE) Notice of Jurisdictional
Determination
Appendix IV: CSWS Construction Plans
Appendix V: NC EEP Payment Acceptance Letter
Application for Section 404 Individual Permit SWE Project No. 1357-10-024A
Enclave Pond Rehabilitation Proiect, Charlotte, N.C. November 12, 2010
BACKGROUND INFORMATION
The general project area consists of the immediate vicinity of Enclave Pond, which is
maintained by the City of Charlotte (the City). The project area is centered on
Mecklenburg County Tax Parcel No. 21912599, located at the southwest corner of
Brotherly Lane and Arrival Drive in Charlotte, North Carolina (35.0925°N, -80.9948°W).
The location of the subject property is depicted by the Site Vicinity Map (Figure 1), the
appropriate portion of the 1996 Lake Wylie, N.C. and Fort Mill, S.C. USGS Topographic
Map (Figure 2), 2005, 2007, and 2010 Aerial Photographs (Figures 3A, 313, and 3C), an
Approximate Waters of the U.S. Map (Figure 4), and a Project Impacts Map (Figure 5).
Enclave Pond was historically a rural farm pond that was breached in December 2008 in
order to allow development of adjacent lots (Enclave subdivision) and the installation of
an adjacent sanitary sewer line. The City proposes to reestablish the recently breached
pond by reconstructing the breached dam and selectively grading within the old pond
footprint. In addition, the City plans to upgrade an undersized driveway culvert located
downstream of the pond.
The pre-breach Enclave Pond occupied approximately 1.77 acres (estimated based on
2005 aerial photographs and existing contours), with a normal water surface elevation of
approximately 628 feet.
EXISTING SITE CONDITIONS
The watershed draining to the project area is in a "built-out", urban condition with an
estimated impervious coverage of 38 percent. This has contributed to excessive channel
erosion and incision. The on-site tributaries drain to Walker Branch, which is located in
the Steel Creek Watershed. Steel Creek is on the 303d list for Biological Impairment at
CW-681, which is the monitoring location where Steel Creek crosses under U.S.
Highway 21 Bypass in York County, South Carolina (downstream of the project area).
Furthermore, a single driveway culvert immediately downstream of the pond floods
frequently and provides the only access for several households.
S&ME visited the site on June 9, 2010, and delineated the jurisdictional boundaries
within the project area. Wetland boundaries within the breached pond and vicinity were
located with a Trimbleo GeoXH GPS unit capable of sub-meter accuracy, and mapped on
the Approximate Waters of the U.S. Map (Figure 4). The USACE visited the site on
September 13, 2010 to approve the delineation, and subsequently issued a Notice of
Jurisdictional Determination on September 13, 2010 (Action ID 2010-01358, Appendix
III).
Streams and wetlands identified in the project area are described below:
Tributary A (Photos 2 and 3): This stream enters the Enclave Pond area from the west.
Tributary A scored 30.0 on the DWQ Stream Classification Form, indicating perennial
flow. The stream channel has been heavily impacted by recent sedimentation, which has
filled the lower portion of the channel and converted it into a linear wetland feature.
Additionally, the channel appears to have been straightened in the past.
Tributary B (Photo 4): This stream enters the Enclave Pond area from the south.
Tributary B scored 40.5 on the DWQ Stream Classification Form, indicating perennial
flow. The stream channel has also been heavily impacted by recent sediment deposition
1
Application for Section 404 Individual Permit S&ME Project No. 1357-10-024A
Enclave Pond Rehabilitation Project, Charlotte, N.C. November 12, 2010
associated with adjacent residential development. During the field visit, a riprap
equipment crossing associated with recent sewer line installation was observed along the
channel (Photo 5).
Tributary C (Photo 6): This tributary is the outlet stream from Enclave pond. Tributary
C scored 41.5 on the DWQ Stream Classification Form, indicating perennial flow.
Immediately upstream and downstream of Brotherly Lane, the channel has been rip-
rapped. Downstream of the gravel drive, the channel is deeply incised and actively
undercutting the banks, resulting in the culvert being perched over the channel bed by
approximately 3 feet.
Wetland 1 (Photo 1): Enclave Pond was breached in December 2008 and has since
developed scrub/shrub and herbaceous wetland characteristics. The scrub/shrub area is
predominantly black willow (Salix nigra) and sapling bald cypress (Taxodium distichum),
and the herbaceous area contains common rush (Juncus effusus), shallow sedge (Carex
lurida), softstem bulrush (Scirpus validus), and cattails (Typha latifolia). Soils within the
pond demonstrate hydric indicators (sulfidic odor and low-chroma colors). However, the
soil has been disturbed by the recent deposition of sediments, apparently a consequence
of adjacent construction.
PROJECT PURPOSE AND NEED
Establishment of the proposed pond has multiple purposes and benefit, including:
Flood control for downstream residential access road.
- Neighborhood amenity.
I -year flow volume mitigation.
Total suspended solids (TSS) removal.
Nutrient removal.
A key aspect of this project is to reduce downstream flooding. A single driveway culvert
immediately downstream of the pond floods frequently. The City of Charlotte considers
the flood mitigation a high priority because the driveway serves multiple households and
provides the only access in the event of an emergency. Second, the neighborhood wishes
to restore the pond as an aesthetic and recreational amenity. Finally, this project will
provide water quality improvements for the downstream watershed. In particular, the
pond is expected to provide 66 percent total suspended solids (TSS) removal and a
proportionate removal of nutrients. Furthermore, the pond will control the volume of the
one-year rainfall event to mimic pre-development hydrology, which is expected to
provide water quality enhancements by restoring the downstream flow regime to reduce
channel erosion and improve in-stream habitat.
DESCRIPTION OF PROPOSED WORK
In order to allow for passage of the 100-year storm event (to allow for emergency vehicle
access to multiple houses) and limit downstream erosion of Tributary C, the current 42
linear feet (If) of 42-inch diameter culvert under the gravel drive will be replaced with 52
If of 9-foot x 6-foot box culvert buried to one foot depth. In addition to the 10 If of new
culverted impacts, 85 if of Tributary C (combined total upstream and downstream of the
culvert) will be re-graded and the banks will be stabilized.
Application for Section 404 Individual Permit SWE Project No. 1357-10-024A
Enclave Pond Rehabilitation Project, Charlotte, N.C. November 12, 2010
In order to re-establish Enclave Pond in a manner that provides similar capacity to the
pre-breach conditions and limits flooding concerns, the pond banks will be re-graded and
excavated to a bottom depth of 618 feet. A stamped concrete headwall / weir will be
installed in the location of the original pond breach in order to establish the proposed
pond elevation at project completion of 623 feet. In accordance with current pond safety
and design standards, a proposed 15 foot wide safety bench starting approximately 10
feet inland of the permanent pool elevation will be established to protect adjacent
properties. Disturbance associated with grading of the new pond banks and installation of
the pond control structures will result in 0.98 acres of permanent impact to the existing
wetlands that have established under the footprint of the original pond (Wetland 1).
Work associated with Tributaries A and B will involve natural channel rock cross vane
tributary tie-ins. The proposed grade control structures are necessary to match the
channel elevations to the new pond bottom elevation. As these tie-ins will be installed
using natural channel design techniques, no permanent impacts to existing streams will
occur due to their tie-ins with the new pond.
Impacts resulting from the proposed project are detailed in Table 1.
Table 1: Proposed Impacts
Wetland ID Classification Grading/Fill<Placement Impact (ac)
Wetland 1 Scrub-shrub 0.98
Stream ID Classification Structure Placement)
Bank Stabilization Pipe
Replacement (If)
Tributary A Perennial 0 0
Tributary B Perennial 0 0
Tributary C Perennial 85 10
As identified above, work associated with the pond will result in impacts to 0.98 acre
of Wetland 1, along with 95 if of Tributary C. A copy of CSWS' Preliminary
Construction Plans is included in Appendix IV.
ALTERNATIVES ANALYSIS
This alternatives analysis and the proposed selection of the wet pond alternative were
developed with consideration of the Environmental Protection Agency's (EPA) "Region
4 Guidelines for Reconciling Storm Water Management and Water Quality and Resource
Protection Issues." The City of Charlotte has a robust Post Construction Controls
Ordinance and should help mitigate future adverse water quality impacts due to new
impervious area in the watershed. However, in conformity with EPA regulations, the
City is also attempting to improve stream quality in existing impaired watersheds. Re-
construction of the pond will provide the most expeditious and cost-effective method of
achieving this goal. Accordingly, the City has selected Alternative "C" (see below).
Alternative A: No-build
Alternative `A' can be characterized as the "do nothing" approach. In this approach, no
action would be taken and the existing wetland would be left in place. This alternative
3
Application for Section 404 Individual Permit S&ME Project No. 1357-10-024A
Enclave Pond Rehabilitation Project, Charlotte, N.C. November 12, 2010
was not selected as it does not meet the project's goals. The existing wetlands do not
provide the flood detention benefits that the proposed pond will, and therefore do not
address the downstream flood safety and stream impairment issues. Furthermore, the
neighborhood would not receive the pond that they desire as an aesthetic and recreational
amenity. Finally, there are a few environmental benefits associated with this option. The
lack of pollutant removal and stormwater detention associated with this option (when
compared to the preferred alternative) will not result in significant environmental
improvements for the impaired watershed. Therefore, the heavily urbanized watershed
will continue to contribute erosive flows and pollutants to Steele Creek and ultimately the
Catawba River.
Alternative B: Off-line Measures
Alternative `B' would involve retrofitting the remaining watershed with alternative
structural Best Management Practices (BMPs) in order to achieve water quality benefits
similar to those recognized in the proposed preferred alternative (Alternative `C'). Like
Alternative `A', this approach would not provide the neighborhood with the pond that
they desire as an amenity. However, since this alternative has the potential to meet the
other project goals, it was evaluated more extensively than Alternative `A'.
While many different structural BMPs are available, for the purpose of this alternatives
analysis, bioretention cells were assumed to be the primary structure that would be
utilized. The use of bioretention cells is a valid comparison because the City of Charlotte
has a solid database of information for comparative purposes. Bioretention cells would
have the potential to provide water quality treatment equivalent to that of the proposed
pond. However, experience within in the Charlotte geographic region has shown that the
drainage area of bioretention cells should be limited to impervious surfaces due to a
tendency for the soils to clog from clay particles in the runoff. Construction of
bioretention cells that are limited to impervious surfaces in the watershed would not be
feasible. The fact that the watershed consists of existing built-out area that was not
originally designed and built to direct runoff to potential bioretention locations makes it
impractical to retrofit the existing developed areas.
In addition to construction infeasibility, cost is also a considerable hurdle with
Alternative `B". The estimated construction cost of Alternative `B' is substantial. Per
the City of Charlotte and North Carolina Division of Water Quality Best Management
Practices Manuals, bioretention cells may drain no more than five acres but are optimal
when designed to drain no more than one acre. In order to be conservative in favor of
bioretention cells, the City's analysis assumed that each cell treats the maximum area of
five acres. Given that the watershed area is 138 acres, 28 bioretention cells would be
needed. The City has constructed several bioretention cells as part of its Pilot BMP
Program and has determined that the average construction cost is $35,000 per treated
acre. Assuming the entire watershed would be treated, the total construction cost to
retrofit the watershed with bioretention would be approximately $4,830,000.
Additionally, based on recent consultant design fees, each bioretention cell would be
expected to cost $36,000 to design, for a total design cost of $1,008,000. Given these
estimates, the total cost to design and build 28 bioretention cells to treat 138 acres would
be $5,838,000.
Property acquisition for the hypothetical bioretention cells presents considerable cost
challenges as well. The high-density nature of the adjacent subdivision, along with
4
Application for Section 404 Individual Permit SBME Project No. 1357-10-024A
Enclave Pond Rehabilitation Proiect, Charlotte, N.C. November 12, 2010
existing watershed topography, would necessitate acquisition of properties that might
already have occupied single-family residential structures. In the event that the City was
able to obtain property with existing, occupied single-family homes, the City would be
required to pay market value for the homes, and internal real estate costs would further
inflate the cost to construct the bioretention cells. Homes in the watershed are estimated
to have a value between $150,000 and $200,000. In order to duplicate the treatment
provided by the pond, it's estimated that a minimum of 10 occupied, single-family
properties would need to be acquired at a minimum cost of $1,500,000. This increases
the total estimated minimum cost to perform water quality retrofits outside of the stream
to $7,338,000.
In addition to the extensive cost, the political feasibility of Alternative `B' is extremely
unlikely. Acquiring land from homeowners for the purpose of water quality retrofits
simply would not be allowed by the Charlotte City Council or local residents. At least '/4
of the bioretention cells could not be constructed due to the presence of existing single-
family development. As a result, regardless of the formidable economic constraints,
Alternative `B' could only treat a portion of the watershed.
Alternative C: Wet Pond
Alternative `C', in which the pond will be reestablished and incorporate flood control,
water quality, and current safety features, is the preferred alternative. Under the proposed
plan, the former farm pond would be impounded with a retaining wall that will set the
permanent water surface elevation at 623 feet. A six-inch diameter orifice will control
the flow discharging from the pond at this elevation, while flows resulting from the
runoff of larger magnitude rainfall events will overtop the 20-foot wide weir wall at
elevation 625 feet. This outlet configuration will allow the pond to store the entire
volume of runoff resulting from the one-inch rainfall event and 96 percent of the volume
of runoff resulting from the one-year rainfall event, with a detention time of
approximately 52 hours. Discharge from the pond will be managed such that the bankfull
flow will discharge from the pond in a pulse over a two-to-three hour period. This pulse
flow will vary between approximately 7.0 to 18.2 cubic feet per second (cfs) and then
abruptly be reduced to a magnitude of approximately 1.5 to 3.0 cfs, which the City
believes is more representative of base flow in the stream. This base flow will then
extend for the duration of the 52-hour detention time. This should encourage restoration
of a pre-development post-storm flow regime within the receiving stream, thereby
providing downstream flood mitigation and in-stream ecological improvements.
Furthermore, the pond is expected to provide 66 percent TSS removal and a proportionate
removal of nutrients.
The preferred alternative does not present the monetary and timeframe hurdles inherent to
Alternative `B'. First, property acquisition for Alternative `C' has already been
accomplished. An easement was donated by the residents of Enclave Subdivision for the
purpose of re-constructing the pond. Accordingly, this project can be built within a year
of its agency approval, and provide immediate benefits. This is in contrast to the
approximate 20-year timeframe for Alternative `B'. Furthermore, the estimated
respective design and construction costs are $136,000 and $401,000, for a total estimated
project cost of $537,000. This is less than 8% of the estimated $7,338,000 cost for
Alternative `B'.
5
Application for Section 404 Individual Permit S&ME Project No. 1357-10-024A
Enclave Pond Rehabilitation Proiect, Charlotte, N.C. November 12, 2010
Alternative `C' was selected as the preferred alternative as it achieves the flood control,
neighborhood pond amenity, and water quality goals of the project. This alternative is
also the most feasible, cost-effective, and timely plan for achieving the individual project
goals and the City's overall water quality goals.
AVOIDANCE AND MINIMIZATION
As stated in the alternatives analysis above, permanent impacts to Wetland 1 (0.98 acre)
are required in order to effectively meet downstream flood control requirements. With
respect to stream impacts, project-wide impacts are limited to 95 If which is considerably
less than the 1501f that is typically the threshold for requiring mitigation. Impacts are
associated with bank stabilization, structure emplacement and adjustment of the channel
invert in the vicinity of the culvert to accommodate the newly buried culvert condition.
Additionally, impacts to Tributaries A and B were minimized by redesigning the tie-ins
to the pond from the originally proposed gabion structures to rock cross vanes, which are
in compliance with natural channel design principles. Work areas have been minimized
to the extent practicable and have been limited to what is necessary to facilitate the
proposed work. Following construction, disturbed areas within the work site will be
restored to original grade and elevation, and excess material will be removed to a high
ground disposal area.
Appropriate temporary erosion and sediment control practices will be implemented to
meet water quality turbidity standards. Best Management Practices (BMPs) employed
for the project will be in compliance with the most recent version of the "North Carolina
Sediment and Erosion Control Planning and Design Manual," and the local governing
authority. Impacts have been avoided and minimized, and appropriate measures will be
taken during construction to allow flow and circulation patterns of waters of the U.S. to
remain unaffected. The proposed project will not result in additional impervious surface.
PROTECTED SPECIES
To comply with applicable sections of the Endangered Species Act (ESA) of 1973 (16
USC 1531-1543), S&ME conducted a review of the U.S. Fish & Wildlife Service
(USFWS) list of federally protected species (updated June 23, 2010) documented within
Mecklenburg County, North Carolina. This review identified four protected species:
three plants and one animal. Listed flora and fauna and their federal status are identified
in Table 2.
Table 2: Federally Protected Flora and Fauna Summary
Species Federal Rank' County Status Habitat Present
Echinacea laevigata

Smooth coneflower E Current No
Helianthus schweinitzii

Schweinitz's sunflower E Current No
Rhus michauxii

Michaux's sumac E Historical No
Lasmigona decorata

Carolina heelsplitter E Historical No
" E = Endangered
Application for Section 404 Individual Permit SWE Project No. 1357-10-024A
Enclave Pond Rehabilitation Project, Charlotte, N.C. November 12, 2010
In addition to the USFWS database review, S&ME also consulted the North Carolina
Natural Heritage Program (NCNHP) Geographic Information Systems (GIS) database
Virtual Workroom and Element Occurrence (EO) Database for a listing of EOs of
endangered or threatened species within or near the project area. The EO Database
identified two federally protected plant species within a two-mile radius of the project
area, viz. the Smooth coneflower and Schweinitz's sunflower. However, the project area
does not contain suitable habitat for these species.
The Carolina heelsplitter is identified due to its extinct range. The proposed project will
not impact streams that drain to known populations of Carolina heelsplitter or its
designated Critical Habitat. No documented occurrences of Carolina heelsplitter are
known for Walker Branch or its tributaries in which the project area is located.
The Michaux's sumac is identified due to its historical range. Similarly, the project area
does not contain suitable habitat for Michaux's sumac. Accordingly, the proposed
project is not anticipated to impact these protected species or their designated Critical
Habitat.
S&ME also provided scoping letters to the USFWS and NCNHP on October 14, 2010.
To date; a response from either agency has not been received.
CULTURAL RESOURCES
S&ME reviewed listings on the Charlotte Historic Commission GIS layer. This effort
revealed that there are no historic properties within 0.5-mile of the project area.
Accordingly, it is not anticipated that the proposed project will adversely affect historic
properties or cultural resources.
A scoping letter was also provided to the North Carolina State Historic Preservation
Office (SHPO) on October 14, 2010, requesting their review of additional records
regarding cultural, archaeological, or historical resources in or near the project area. An
October 25, 2010 response to this request was received which stated that SHPO did not
know of any historic resources that would be affected by this project and thus they have
no further comment regarding this project.
PROPOSED COMPENSATORY MITIGATION
To mitigate for the proposed 0.98 acre of wetland impact, the City proposes to purchase I
acre of riparian wetland credit for the North Carolina Ecosystem Enhancement Program
(EEP) In-Lieu Fee (ILF) program. Use of the EEP ILF is necessary because the City's
Umbrella Mitigation Bank does not currently have the necessary wetland credit available
for purchase. The EEP accepted the in-lieu payment request from CSWS on October 26,
2010. A copy of the payment acceptance letter is attached in Appendix 5.
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) EXPIRES: 31 August 2012
Public reporting burden for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information- Send comments regarding this
burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington
Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003)- Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any
penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to
either of those addresses- Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection
Research
and Sanctuaries
,
,
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this
form will be used in evaluating the application for a permit Routine Uses: This Information may be shared with the Department of Justice and other federal,
state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law- Submission of
requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of
original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample
drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not
completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO- 2. FIELD OFFICE CODE 3- DATE RECEIVED 4- DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME 8- AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
First - Isaac Middle - Last - Hinson First - Joey Middle - Last - urmer
Company - Charlone-Mecwenburg Storm water services Company - saMe, Inc.
E-mail Address - [e-mail] us E-mail Address - [e-mail]
6- APPLICANTS ADDRESS- 9_ AGENTS ADDRESS
Address - 600 East Fourth Street Address - 9751 Southern Pine Boulevard
City - Charlotte State - NC Zip - 28202 Country - USA City - Charlotte State - NC Zip - 29745 Country - usn
7. APPLICANTS PHONE NOs- W/AREA CODE 10- AGENTS PHONE Nos. W/AREA CODE
a. Residence b- Business c Fax a- Residence b- Business c. Fax
704.336.4495 980.721.8947 704.523.4726 704.525.3953
STATEMENT OF AUTHORIZATION
11.1 hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit apprtcation-
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12- PROJECT NAME OR TITLE (see instructions)
Enclave Pond
13. NAME OF WATERBODY, IF KNOWN pr applicable) 14- PROJECT STREET ADDRESS (if applicable)
UT to Walker Branch
Address
15. LOCATION OF PROJECT Brotherly Lane and Arrival Drive p
Latitude: °N 35-ems
Longitude: °W _ City - Charlotte State - NC Zip -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see ir>structions)
State Tax Parcel ID 21925% Municipality Ch-
Section - Townshio - Range -
17. DIRECTIONS TO THE SITE
From Highway 49 proceeding south from Charlotte towards Lake Wylie, turn left on Highway 160. Site is approximately 0.75 mile on the right in
Enclave subdivision.
ENG FORM 4345, SEPT 2009 EDITION OF OCT 2004 IS OBSOLETE Proponent CECW-OR
18. Nature of Activity (Description of project, include a® features)
See attached cover letter
19. Project Purpose (Describe the reason or purpose of the project, see ersbuctions)
See attached cover letter
USE BLOCKS 20-231F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
See attached cover letter
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
See attached cover letter
22 Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 0.98 acre of Wetland 1
Or
Liner Feet 95 linear feet of Tributary C
23_ Description of Avoidance, Minimization, and Compensation (see nswcums)
See attached cover letter
24_ Is Any Portion of the Work Already Complete? Yes D No 0 IF YES, DESCRIBE THE COMPLETED WORK
N/A
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody of more than can be entered here, please attach a supplemental fist).
Address- See attachment
city - State - Zip -
26. List of Other Certifications or ApprovalslDenials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
USACE JD verification 201001358 07.15.10 09.20.10
' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is
complete and accurate- I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant
11/12/2010
SIGNTUR OPPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the
statement in block 11 has been filled out and signed.
18 U_S_C. Section 1001 provides that Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully
falsifies, conceals, or covers up any trick, scheme, or disguises a material fad or makes any false, fictitious or fraudulent statements or representations or
makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
$10,000 or imprisoned not more than five years or both.
ENG FORM 4345, SEPT 2009
ADDRESSES OF ADJOINING PROPERTY OWNERS
Parcel ID Owner Name Mailing Address city State Zip
JERRY W. FAULKNER AND
21912101 NANCY FAULKNER 14924 STEELE CREEK RD CHARLOTTE NC 28273
PHILLIP G. GRIFFITH AND
21912501 VIRGINIA LOUISE DUNNAVANT 14922 BROTHERLY LN CHARLOTTE NC 28278
MATTAMY CAROLINA
21912505 CORPORATION 2401 WHITEHALL PARK DR CHARLOTTE NC 28273
7301 CARMEL EXECUTIVE PK
21912506 HAMILTON ROAD #2 LLC STE #102 CHARLOTTE NC 28226
7301 CARMEL EXECUTIVE PK
21912508 HAMILTON ROAD #2 LLC STE #102 CHARLOTTE NC 28226
MATTAMY CAROLINA 2401 WHITEHALL PARK DR STE
21912510 CORPORATION 700 CHARLOTTE NC 28273
21912511 KEVIN HENNINGS 14718 BROTHERLY LN CHARLOTTE NC 28278
21912512 MATTAMY CAROLINA CORP. 2401 WHITEHALL PARK DR #700 CHARLOTTE NC 28273
21912516 STEPHEN W. MASSA 14626 BROTHERLY LN CHARLOTTE NC 28278
21912517 KENNETH E BOGGS 14622 BROTHERLY LN CHARLOTTE NC 28214
JASON LOMBARDI AND ANNA
21912518 LOMBARDI 14616 BROTHERLY LN CHARLOTTE NC 28278
21912520 ANNE P HAMILTON 14608 BROTHERLY LN CHARLOTTE NC 28278
HAMILTON ROAD LLC AND C/O
21912532 THE ALTURA GROUP LTD. 3436 TORINGDON WAY #200 CHARLOTTE NC 28277
HAMILTON ROAD LLC, C/O THE
21912533 ALTURA GROUP LTD. 3436 TORINGDON WAY #200 CHARLOTTE NC 28277
MATTAMY CAROLINA
21912535 CORPORATION 2401 WHITEHALL PARK DR CHARLOTTE NC 28273
MATTAMY CAROLINA
21912537 CORPORATION 2401 WHITEHALL PARK DR CHARLOTTE NC 28273
MATTAMY CAROLINA
21912538 CORPORATION 2401 WHITEHALL PARK DR CHARLOTTE NC 28273
MATTAMY CAROLINA 2401 WHITEHALL PARK DR SUITE
21912539 CORPORATION 700 CHARLOTTE NC 28273
MATTAMY CAROLINA 2401 WHITEHALL PARK DR SUITE
21912540 CORPORATION 700 CHARLOTTE NC 28273
HAMILTON ROAD LLC AND C/O
21912541 THE ALTURA GROUP LTD. 3436 TORINGDON WAY #200 CHARLOTTE NC 28277
HAMILTON ROAD LLC AND C/O
21912542 THE ALTURA GROUP LTD. 3436 TORINGDON WAY #200 CHARLOTTE NC 28277
HAMILTON ROAD #2 LLC AND
21912548 C/O THE ALTURA GROUP LTD. 3436 TORINGDON WAY #200 CHARLOTTE NC 28277
REUNION HOMEOWNERS 3436 TORINGDON WAY SUITE
21912599 ASSOCIATION, INC. 130 CHARLOTTE NC 28277
REUNION HOMEOWNERS 3436 TORINGDON WAY SUITE
21918272 ASSOCIATION, INC. 130 CHARLOTTE NC 28277
21912113 RONNIE G FOLTZ 14700 STEELE CREEK RD CHARLOTTE NC 28273
REUNION HOMEOWNERS 3436 TORINGDON WAY SUITE
21912224 ASSOCIATION, INC. 130 CHARLOTTE NC 28277
21912225 RODNEY I COOK 14817 BROTHERLY LN CHARLOTTE NC 28273
TIMOTHY C BANTA AND SUSAN
21912223 E BANTA 13606 CELEBRATION RD CHARLOTTE NC 28273
21912296 MATTAMY CAROLINA CORP. 2401 WHITEHALL PARK DR #700 CHARLOTTE NC 28273

??,i? ..u?uruuruu •? vv
11 view or Tne wenano area wanin rnciave Puna Trom z view 10OKIng upstream along I rlbutary A.
v View looking downstream along Tributary n where it
transitions into a linear wetland feature.
h of
Y view o a the scour along Tributary C resulting from the
culvert under the gravel drive.
Taken by: DDH
Checked by: MW ME
Date Taken: 6.9.2010
SITE PHOTOGRAPHS
Enclave Pond Rehabilitation
Charlotte, North Carolina
Project No.: 1357-1 P 024A Photo Page 1
5 New sewer line crossing associated with recent
development at the northern end of Tributary B.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 201001358 County: Mecklenburg U.S.G.S. Quad: Lake Wylie/Fort Mill
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Charlotte-Mecklenburg Storm Water Services
Address: 600 East Fourth Street
Charlotte. NC 28202
Telephone No.:
Property description:
Size (acres) 1.8 Nearest Town Charlotte
Nearest Waterway Walker Branch River Basin Catawba
USGS HUC Coordinates N 35.0925 W -80.9948
Location description Enclave Pond project located in the vicinity of the southwest corner of Brotherly Lane and
Arrival Drive; in Charlotte.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Page 1 of 2
Action ID:
This delineation/determination has been conducted to identify limits of COE's Clean Water Act jurisdiction for the particular
site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the
Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA
programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation
Service, prior to starting work.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Steve Chapin at 828-271-7980x224
C. Basis For Determination
The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adiacent to stream
channels located on the property that exhibit indicators of ordinary high water marks The stream channel on the
property is an unnamed tributary to Walker Branch which flows intoWalker Branch which flows into Steele Creek
which flows into Sugar Creek which flows into the Catawba River which is a Section 10 navigable-in-fact waterway that
ulitmately flows into the Atlantic Ocean.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Steve Chapin, Project Manager,
Asheville Regulatory Field Office
151 Patton Ave., Room 208
Asheville, North Carolina 28801-5006
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/20/10.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 09/20/2010 Expiration Date 09/20/2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://regulatorv.usacesurvey.conV to
complete the survey online.
Copy furnished:
S&ME, Inc.
Page 2 of 2
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PROGRAM
October 26, 2010
Isaac Hinson
Charlotte- Mecklenburg Stormwater Services
600 E. Forth St.
Charlotte, NC 28202
Project: Enclave Pond City of Charlotte
Expiration of Acceptance: July 26, 2011
County: Mecklenburg
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local
government permits, regulations or authorizations associated with the proposed activity including SL 2009-337: An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
V
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts Catawba 03050103 0 0 0 0.98 0 0 0 0
Credits 03050103 Expanded
Service Area 0 0 0 1.96 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee
Instrument dated July 28, 2010.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
(??. sbyw? 4VV
William D. G ore, PE
Director
cc: Ian McMillan, NCDWQ Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, NCDWQ-Mooresville
Joe Lawler, agent
File
R?,stor ... E ... Prot" 0" .fta &
NCDMR
FREE
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.ncbep.net
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