20081796 Ver 1_Individual_20081208

Rocky River Landing
Phase 2
Concord, Cabarrus County 2 0 0 3 1 7 9 6
North Carolina
Individual Permit Application
Prepared For
Mr. Brian Natwick
Crescent Resources, LLC
400 S. Tryon Street
13`n Floor
Charlotte, NC 28285-0107
Direct Phone - [phone]
Fax - [phone]
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
December 6' 2008
OTC $ ?.9??
ON¢?? gt0
I
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CFR 325) Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
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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, 33 USC 1413, Section 103. 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.
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.
1. APPLICATION NO
2. FIELD OFFICE CODE 3. DATE RECEIVED 14. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (&. spent is not reouiredl
Mr. Brian Natwick Leonard S. Rindner, PWS
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Crescent Resources, LLC; 400 S. Tryon Street Wetland and Environmental Planning Group
13th Floor; Charlotte, NC 28285-0107 3714 Spokeshave Lane; Matthews, NC 28105
7.. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. WIAREA CODE
a. Residence a. Residence
b. Business 980-321-6181 1 b. Business 704 904 2277
I hereby authorize, Let ii4ni S , 1'-Iny 'r
furnish, upon request, supplemental information in
S
to act in my behalf as my agent in the processing of this application and to
of this permit application.
«18-, I o ff, n C 9%1??
AND DESCRIPTION OF PROJECT OR
12. PROJECT NAME OR'T'tt1E o-insen-rims,
Rocky River Landing Phase 2 - Multi-Family Development
WETL94_pg AND
'13. NAME OF WATERBODY. IF KNOWN ri o ri .onia 14. PROJECT STREET ADDRESS ti/nppiicabiei
UT of Rocky River
15. LOCATION OF PROJECT
Concord Mills Boulevard across from Concord
Mills Mall
Cabarrus NC
COUNTY STATE `
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (seeinstructiom)
Concord Mills Boulevard across from Concord Mills Mall; near Exit 49 on Interstate 85
17. DIRECTIONS TO THE SITE
Exit 49 of Interstate 85 in Concord, NC; west of Concord Mills Boulevard; approximately 1/4
mile to proposed intersection (existing signalized intersection); site is north of this
intersection. See attached map.
DATE W\ DEC 8 2008
ENG R 4345, u 7 EDITION OF FEB 94 IS OBSOLETE. (Proponent: FECW-OR)
18. Nature of Activity (Description of project, include all features)
Construction of road to access multi-family development site for residents, service, and
emergency vehicles. The multi-family development will consist of apartment buildings, parking
areas, related facilities; stormwater management facilities; preservation of approximately 42
acres of wetlands.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Construction of roadway to access multi-family development site from Concord Mills Boulevard
for residents and municipal services. See report and supportive documentation.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct the access road structural fill and installation of box culverts are required.
See attached report.
21. TVpe(s) of Material Beina Discharoed and the Amount of Each Tvoe in Cubic Yards
Approximtely 50,000 Cubic yards of structural fill will be required.
22. Surface Area in Acres of Wetlands or Other Waters Filled (seeinstmamns)
Approximately 0.98 Acres of Waters of the U.S. are proposed to be permanently impacted.
Approximately 0.15 acres of wetlands will be temporarily impacted during construction.
23. Is Any Portion of the Work Already Complete? Yes r__-__1 No IF YES. DESCRIBE THE COMPLETFn WnRlc
Rocky River Landing Phase 1 is under construction. There has been no construction on
Rocky River Landing Phase 2
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached
25. List of Other Certifications or Approvals/Denials 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
NCDOT o Driveway Con.
Concord Floodplain
Concord Development 1
NCDENR 401/Water/Sew 1
3uld include but is not restricted to zoning, building and flood plain permits
26. Application is
application i
duly author
made for a permit or permits to authorize the work
to and accurate. I further certify that I possess the
,TU E OF APPLICANT DATE
The applicatio mu t be signed by the person who desires to undertake tlk./
authorized agent he statement in block 11 has been filled out and signed.
Olin this lication. I certify that the information in this
to u e ak work described herein or am acting as the
11.112 4 t;
SIGNATURE OF AGENT DATE
activity (applicant) or it may be signed by a duly
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 fact 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.

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PROGRAM
October 16, 2008
Brian Natwick
Crescent Resources, LLC
400 S. Tryon Street 13s' Floor
Charlotte, NC 28285-0107
Project: Rocky River Landing
County: Concord
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
This acceptance is valid for nine months from the date of this letter andis 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.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Yadkin 03040105 0 0 150 1.50 0 0 0 0
Credits Yadkin 03040105 0 0 300 3.00 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 Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone] or Kelly Williams at
[phone].
Sincerely,

William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Steve Lund, USACE-Asheville
Alan Johnson, NCDWQ-Mooresville
Len Rindner, agent
File
t%DYll2?... ... Prot" OGL!'' Stag
Expiration of Acceptance: July 16, 2009
HCDEHR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
LEONARD S. RINDNER, PLLC
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning [phone]
December 6, 2008
Mr. Steven Lund
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Ms. Cyndi Karoly
Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Alan Johnson
NCDENR - Division of Water Quality
610 East Center Street, Suite 301
Mooresville, NC 28115
Re: Rocky River Landing Phase 2 - + 81.1 Acres, Concord, Cabarrus County, North
Carolina
Dear Madame and Sirs:
On behalf of my client, Mr. Brian Natwick of Crescent Resources, Inc., I am providing
you with the following information concerning the proposed Rocky River Landing - Phase
2 project. The multi-family residential project is in the vicinity of Concord Mills Boulevard
and near Exit 49 of Interstate 85.
Proiect Information
1. Name of project: Rocky River Landing - Phase 2
2. Location: Cabarrus County Nearest Town: Concord
3. Property Identification Number: Portion of 4589755666; Portion of
4589765814
4. Directions: From Exit 49 of Interstate 85 - west on Concord Mills Boulevard;
north on Thunder Road.
5. Site coordinates: 35.3796°N, 80.7251°W (WGS84/NAD83); USGS Harrisburg
2
6. Property Size:- 81.1 Acres
7. Name of nearest receiving body of water: Rocky River and UT of Rocky River
- HUC 03040105
8. River Basin: Yadkin
9. Existing Conditions: The development project site is a previously graded, flat
disturbed site with steep side slopes to the large wetland and riparian areas in the
floodplain. The project vicinity is experiencing rapid economic growth due to it's
proximity to Interstate 85; Lowes Motor Speedway; Concord Mills Mall; Concord
Regional Airport; Kannapolis Research Park; and other commercial large employment
centers. Rocky River Landing is partially constructed with Phase 1 of the project
which includes a proposed Wal-Mart SuperCenter and a Multi-Family Project.
Although there is currently a downturn in single family residential development, the
commercial and multi-family apartment sector of the economy remains relatively
strong. Phase 2 consists of +/- 20.73 acres of area that is proposed to be developed.
The undeveloped areas of the site consist of +/- 60 of wetlands and adjacent riparian
area. Approximately 44 acres or the 60 acres are wetlands in the Rocky River
floodplain.
10. Overall Project Description: The proposed project is a multi-family project
consisting of apartment buildings, interior roads, parking lots, and required stormwater
management facilities. An access road from Concord Mills Boulevard is necessary to
access Phase 2. The access road is aligned with an existing signalized intersection.
11. Purpose of Proposed Work: Impacts to streams and wetlands are required to
access the development site from Concord Mills Boulevard. Access is required from
Concord Mills Boulevard in order to meet City of Concord zoning requirements. The
proposed stream impact (currently submerged due to beaver activity) is approximately
+/- 150 linear feet. The proposed permanent wetland impact is proposed not to exceed
1 acre.
12. Proiect History: A permit for the Phase 1 stream and wetland impacts were
issued by the USACE (Action ID. 2008-0531) and NCDENR - DWQ (DWQ # 07-
0076V2). Mitigation for the permitted impacts was provided to the NCEEP. In
addition the developer removed a large temporary road crossing on an adjacent
property.
The application for a Nationwide Permit #39 submitted in January 2007 indicated that
a future phase was anticipated and that additional impacts would be required.
Preliminary wetland and stream evaluation and delineations were conducted in
conjunction with project planning. Wetland Delineation was conducted by ECS and
Leonard S. Rindner, and verified by Amanda Jones and Steve Lund of the USACE.
3
The wetland conditions continue to change based on beaver activity.
A pre-application meeting was held with Amanda Jones of the USACE and Alan
Johnson of NCDENR on April 26, 2006 to review the site planning, traffic, and
proposed wetland and stream impacts proposal. This meeting included representatives
of the developer, engineers and planners. The initial proposal included over 6 acres of
wetland impacts and over 600 linear feet of stream impacts. Based on the results of
that meeting the site plan was modified to remove several proposed out-parcels along
Concord Mills Boulevard and the access road to minimize wetland and stream impacts.
Due to project scheduling and commitments the project is being developed in two
phases. Phase 1 included a commercial development and the first phase of the multi-
family component of the development and access by an extension of an existing road
called Thunder Road. Phase 2 included an additional road crossing from Concord
Mills Boulevard and Phase 2 of the Multi-family Residential Development. The two
road crossings are required to meet City of Concord zoning requirement; avoid traffic
congestion; safety concerns for residents and pedestrians; access for emergency
vehicles and other public services.
The City of Concord requires a minimum of two access drives be provided for multi-
family developments of 100 dwelling units or more. (See Article 7.8.5 A of the City of
Concord Unified Development Ordinance). Due to existing site conditions and limited
frontage on Thunder Road, the connection to Concord Mills Boulevard via the
wetland crossing is required to provide the second access point into the site. This
second access point will serve as the only full access driveway into the development
for residents, emergency vehicles, and school buses.
It was anticipated that the future Phase 2 road crossing would require an Individual
Permit based on a preliminary application review with the USAGE. Except for the
road crossings other streams and wetlands are not anticipated in Phase 2 of the project
except for the proposed road crossing. It was also anticipated that the Individual
Permit Application for Phase 2 would include a proposal to preserve the remaining
wetlands, streams, riparian areas, and other adjacent upland natural habitat areas
within a conservation easement or similar protective mechanism.
Additional pre-application meetings were held with Steve Lund of the USACE and
Alan Johnson of NCDENR through the preparation of this application and supportive
documentation prior to submittal.
13. Future Project Plans: Additional stream and wetland impacts are not expected
for the project.
14. Proposed Impacts to Waters of the United States/Waters of the State:
Proposed impacts are approximately 150 linear feet of perennial stream (currently
submerged by beaver dams) and approximately 1 acre of wetlands.
4
15. Avoidance and Minimization Analysis:
In order to access the site from the signalized intersection on Concord Mills Boulevard
to provide access for vehicles and pedestrians; provide access for emergency vehicles;
police and fire protection; trash collection; school buses; and other services;
construction of a road roadway is required. The location of the access road is aligned
with an existing signaled intersection on Concord Mills Boulevard.
A bridge alternative was evaluated. If a bridge is proposed, earthen approach
embankments would need to be constructed on each end of the bridge deck and will
impact the existing wetlands. Due to the existing topography the approach on the
Concord Mills Boulevard approach would be significant. Based on extremely saturated
soil conditions, the bridge will likely need to be supported on a deep foundation
system, such as driven steel piles. The driven pile foundations needed for bridge
support would also require an impact/disturbance in order to construct a temporary
access road across wetlands for mobilizing the pile driving equipment to the bridge
foundation locations, especially any interior bends that may be required.
To construct box culverts, an earthen embankment would need to be constructed. The
impact to the wetlands will be dependent on the depth of fill required to achieve the
proposed roadway elevation. Typically embankments are constructed with 2:1 or
flatter slopes, with the top of the slopes approximately 5 to 10 feet behind the
proposed curb. Prior to constructing the embankment, the existing wetland will likely
require undercutting to remove marginal stability soils and provide a suitable base for
placement of compacted structural fill. The preparation of the existing subgrade and
subsequent embankment construction will impact the wetlands to the extent of the
width of the embankment. It is anticipated that this would have required approximately
1.5 acres of wetland impacts. It is expected that there would be 5 to 6 box culverts.
The box culverts will be placed by side essentially creating a stable bridge between
embankments.
To reduce the scope of impacts utilizing box culverts, several options were considered,
including:
- Surcharging the existing wetland subgrade to consolidate unstable soils and reduce
the amount of undercut required (i.e. reduce the amount of disturbance to the
existing wetlands). With this option, the roadway can be surcharged past the
proposed box culvert and the remaining portion left open to allow water flow.
Then when surcharging is complete on that portion, the box culvert can be
installed and the remaining length can be surcharged,
- The width of the embankment may be reduced by utilizing steeper reinforced
slopes, possibly achieving a stable 1.5 to I or steeper slope. This option will be
dependent upon the embankment supporting materials and the proposed fill
5
material to be used for constructing the embankment. It is expected that this
technique will allow impacts to be reduced to approximately 1 acre of impacts.
For either type of proposed crossing, geotechnical subsurface data will be needed for
design (deep foundation design for bridge support or evaluation of settlement potential of
constructed embankments). To obtain the necessary subsurface data, soil test borings will
need to be performed along the length of the proposed roadway. In order to obtain the
necessary subsurface data, an access road will need to be constructed by building a soil
bridge across the proposed roadway area.
Construction of this access drive will likely consist of placing 2 to 4 feet of onsite
materials along the proposed roadway alignment to provide a stable working base for an
ATV mounted drill rig. The soils consultant has explored other options of accessing the
proposed boring locations, including performing hand auger borings, installing temporary
construction mats or utilizing a barge mounted drill rig. Hand auger borings are not
feasible due to limited depth of subsurface data that can be obtained (wet subsurface
conditions typically lead to shallow cave in of the hole when performing hand auger
borings). Based on their correspondence with various subcontractors specializing in mat
systems and barge mounted drill rigs, these options would be extremely difficult to
implement with the existing wetland conditions.
Based on the above noted information, it is the opinion of the soils consultants that
disturbance of the wetlands within the extents of the proposed roadway alignment will be
required with either of the construction alternatives.
17. Minimization Alternative Site Analysis
Original design for the road crossing included 2:1 slopes impacted approximately 1.5 acres
of wetlands. To reduce impacts soil stabilization techniques will be proposed to reduce
impacts to 1 acre by increasing slopes to a 1:5 to 1 slope. In addition, the City of Concord
agreed to reduce the width of the normal road section and to limit the sidewalk
requirement to one side to reduce width of the fill. The developer is also proposing that
this access road be private to allow flexibility in construction and slopes in lieu of standard
design requirements.
Reduction of scope was also not considered feasible for the development of the Subject
Property. In order to avoid the stream and wetlands the development would be required to
not construct the access road and therefore could not meet City of Concord Zoning
Ordinance. In addition, there would be conflicts between commercial, residential, and
pedestrian traffic.
18. DETERMINATION of NO PRACTICABLE ALTERNATIVE
To balance the environmental consequences of these unavoidable impacts to surface
6
waters and wetlands the developer has proposed minimization measures and has proposed
a compensatory mitigation plan and comprehensive stormwater management plan. The
plan and facilities will be designed and engineered in accordance with Concord's Post
Construction Ordinance.
19. Mitigation: The developer is proposing to mitigate for the proposed stream and
wetland impacts through a contribution to the North Carolina Ecosystem Enhancement
Program for 150 linear feet of stream impacts and 1 acre of wetlands. The remaining 60
acres of wetlands and riparian areas will be preserved and protected by Restrictive
Covenants and/or a Conservation Easement.
20. Stormwater: A stormwater management plan will be developed in accordance
with the City of Concord NPDES Phase 2 Post Construction Ordinance. Also the plan will
incorporate aspects of the Natural Resource Management (NRMP) plan created by
Audubon Environmental which include `sustainability' recommendations.
Structural: Use of compost socks, grassed swales, filter strips, and stormwater wetlands;
converting landscape beds in parking lots to rain gardens where feasible, pervious
pavement where feasible, and that physical controls be added to drop inlets or junction
boxes.
Non-structural: Special management zones, no direct surface or direct sub-surface
stormdrainage to environmentally sensitive areas (wetlands), appropriate turf grass,
vegetated buffers of native plant materials, proper irrigation, slow release fertilizers.
21. Endangered Species and Cultural Resources
Based on a field survey the proposed activity will not affect species, or their critical
habitat, designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The project site was a completely graded site prior to the planning and development of
this site. There are no indications of any existing structures or archaeological sites on
listed on or potentially eligible for the National Register within the study area. According
to the latest published version of the National Register of Historic Places for the presence
or absence of registered properties, or properties listed as being eligible for inclusion
therein, this site is not registered property or property listed as being eligible for inclusion
in the Register.
22. Aquatic and Natural Habitat
The aquatic systems in the project area consist of wetlands, and perennial tributaries of
Rocky River, and Rocky River. A variety of wildlife is supported by these systems
including mammals, birds, reptiles, amphibians, fish, insects, mollusks, and crustaceans.
Therefore strict adherence to an approved erosion and sedimentation control plan will be
maintained during the construction period in order to control degradation of water quality
7
downstream and protect the areas to be preserved. Impacts from hazardous materials and
other toxins to fish and aquatic life such as fuels will be avoided by not permitting staging
areas to be located near surface waters.
The project is planning to work with Audubon International to develop a Sustainable
Resource Management Plan. This plan requires the use of native plants whenever possible.
This practice accomplishes a variety of positive goals, including:
• Providing animals with the same food and cover plants they evolved with;
• Minimizing the need to supply extra water, fertilizer, cultivation, and other care;
• Reducing the need for pesticides because plants are co-evolved with local pests;
• Maximizes plant and animal diversity.
26. Conclusion
The requested permit has considered an evaluation of the probable and cumulative impacts
and its intended use on the public interest. Based on a comprehensive analysis we believe
that this proposal complies with the Environmental Protection Agencies' 404(b) (1)
guidelines. The economic benefits of this project have been balanced by a mitigation plan
to minimize and balance the environmental consequences. The proposal reflects the
national concern for both the protection and utilization of important resources. Relevant
factors included in the proposal include general environmental concerns, wetlands, cultural
values, fish and wildlife values, land use, water quality, considerations of property
ownership, and in general, the needs and welfare of the people. The development will
provide important economic benefits to the region. Based on the value of the jurisdictional
waters and wetlands on this site the developer has chosen to balance the site's economic
viability with its environmental value. The goal of the proposed stormwater treatment and
mitigation measures is to help balance the environmental consequences of this
development.
Please contact me if you have any questions or require additional explanation. Thank you
four consideation.
4,eonard S. Wmdner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
cc: Mr. Brian Natwick
Crescent Resources, LLC
400 S. Tryon Street, 13`h Floor
Charlotte, NC 28285-0107
8
Adiacent Property Owners
Key
1) Subject Property
4589755666
2) Inland Southeast Kings Grant
Delaware Limited Liability Co
C/o PO Box 9273
Oak Brook, IL 60522-0000
4589748923
3) Inland Western Concord
Northlite LLC A DE LLC
PO Box 9273
Oak Brook, IL 60522-0000
4589940652
4) City of Concord
PO Box 308,
Concord, NC 28026
4690132979
5) Crescent Concord Venture I LLC
400 South Tryon Street, Suite 100
Charlotte, NC 28285
4589765814
6) Wal-Mart Real Estate Business Trs
C/o Wal-Mart Prop Tax Dpt
PO Box 8050 MS 0555 Store 5747-00
Bentonville, AR 72712-8050
4589660964
7) ICV/Kings Grant Northwest LLC
A NC Ltd Liability Co.
7201 Baltusrol Lane
Charlotte, NC 28210
4589653764
8) ICV/Kings Grant Northwest LLC
A NC Ltd Liability Co.
7201 Baltusrol Lane
Charlotte, NC 28210
4589656442
9
REGIONAL LOCATION MAP
IGrniey-HDm and Associates, Inc.
® zoos
1115 DOCUMENT, 10GETHER WTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE. IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR MICH Ii WAS PREPARED. REJSE OF AND
IMPROPER REIJANCE ON "15 DOCUMENT WTHOUT WRITTEN AJTHORIZATIIN AND ADAPTATION BY
XIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WTHOUT UABIUTY TO RIMLEY-HORN AND ASSOCIATES, NO.
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION.
CONCORD, NC
REVISIONS APPLICANT.
DATE INITIALS CRESCENT RESOURCES, LLC
DATE_ 10/3/08 "ALE: 1"= 5 MILES
JAPPI ICATICN g: SHEET IA OE
LOCAL LOCATION MAP
?_ ? REMSIONS
Kimley-Hom and Associates, Inc. DA E NI ALS
0-
THIS DOCUMENT, TOGETHER W7H THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT
SERNICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIM'_EY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION:
CONCORD, NC
APPLICANT.
CRESCENT RESOURCES, LLC
10/03/08
C
1"=2000'
1B OF

PHASE
PHASE II
Soil T)Ves
SITE BOUNDARY AaB = 14.05 14.05 °c'
ac.
Ch = 35.77 ac.
GoB = 28.94 ac.
PoD = 5.36 ac.
EnB = 5.68 ac.
PoF = 1.29 ac.
PaF = 0.74 ac.
GcD2 = 11.85 ac.
EnD = 4.73 ac.
Undetermined=3.05 ac.
Total Area = 134.43 ac.
OVERALL SITE
SOILS MAP
cl®®
Kimley-Hom and Associates, Inc.
6m
1FQ OOOIAI6R 100E1Q tiX 71E CONOlPOi AID 0m1W5 P = IEIOiEKAI®, AX i69n0ff OF
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CAW scums
tROCKY RIVER LANDING - PHASE II
lONCORD, NC
QP.
RESCENT RESOURCES, LLC
DAM 10/03/08 . 1" = 600"

2A w
Pam Ames 04-?9rmy BBE am
Phase II Soil Types
PHASE 2
SOILS MAP
Klmley-Horn and Associates, Inc.
6B
ne EOCU?IS 701w ? AE COW" AM OCl PFAMM IEML AS M 00MAM W
>ar? A rmom wr IOR lIE RAPOBE
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AaB = 1.5 ac.
CcD2 = 5.3 ac.
Ch = 2.2 ac.
Cob = 9.3 ac.
EnD = 0.1 ac.
We = 1.3 ac.
Builda ble Area = 19.7 ac.
ROCKY RIVER LANDING - PHASE II
PrAAM
CONCORD, NC
E
Imw ants CRESCENT RESOURCES, LLC
DAM 10103/08 m...n 1" = 400'
A9Pil A7M& sm 2B or
Crescent\011 Concord Multi-Iomily Phase II\Permlt
rerma NPDS \UZ us - vscrrty on "p.u"y
PHASE 1
±53.3 AC
PHASE II
±31.1 AC
THUNDER

LATITUDE AND LONGITUDE
35.379694aN, 80.725139W
35a 22'46.9" N, 80a 43'30.5" W REGIONAL USGS QUAD MAP =RD.IECT 'FILL
CABARRUS NUN QUAD ndEROCKY RIVER LANDING -PHASE II
?mm® 1993 CONCORD, NC
REViSI0N5 APPLICA4T.
Kimley-Horn and Assodates, Inc. DATE INITIALS CRESCENT RESOURCES, LLC
®-
10/03/08 -ALE' 1 "=4000'
IHIS DOCUMENT, IOGEIHER WTH IHL C(NVCEPIS AND DESIGNS FRESENILD HEREIN. AS AN INSTRUMENT Or
SERMCE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT rOR W ECH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY APPLICATION SHEET gq p=
KIMLEY-HORN AND ASSOCATES, INC. SHALL BE WTHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC
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THUNDER

LATITUDE AND LONGITUDE
35.37969 N, 80.725139W
35" 22'46.9' N, 80° 43' 30.5" W LOCAL USGS QUAD MAP
PROJECT TILL`.:
ROCKY RIVER LANDING - PHASE II
_ CABARRUS NW QUAD PRDJELT LOCATION
? 1993 CONCORD, NC
_ aEwslLNS APPLICANT:
Kimley-Horn and Associates, Inc. DATE NITIA S CRESCENT RESOURCES, LLC
®-
OAIE? 10/03/08 SCALE 1 "-1 000'
THIS DOCUMENT. TOGETHER 01. THE CONCEPTS AMC LESIONS PRESENTED HEREIN, AS AN INSTRUMENI Of
E. IS INTENDED DED ONL ONLY FOR FOR THE PURPOSE AND CLIENT FOR WHICH H WAS PREPARE O. REUSE OF ANJ
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUM IHORIZAl10N AND ACAP TAT ON BY
KINLEY-HORN AND ASSOCIATES. S. S. INC C. SHALL BE WITHWT LIABILITY TO KIMLEY-HORN AID ASSOCIATES, INC AP'LILATIDN X: SHEET 3 B OF
? \018253
Concord Matti-Family Phnse II NPeftrllt AppIICObans ?GlvrmnmemDl rermll apps due -- nny p ?xaP.?.y
LEGEND
V!, SPECIAL FLOOD HAZARD AREAS (SFHAS) SUBJECT TO
( 4 ( INUNDATION BY THE 1% ANNUAL CHANCE FLOOD EVENT
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PANEL 4589)
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 4589
MULTI-FAMIL'
SITE
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EFFECTIVE DATE MAP NUMBER
3710458900J
State Of Nonh Carolina
Federal Emesencv Manaeemeni .APen-
MIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HCREIN. AS AN INSTRUMENT OF
SERNCE, 15 INTENDED ONLY FOR THE PURPOSE ANI CLIENT FOR WHICH IT WAS PREPARED. .REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WTHOUT WRITTEN AUTHORIZAIION AND ADAPTATION Ow
KIMLEY-MORN AND ASSOCIATES, INC SHALL HE WTHOUT LIABILITY TO RIMLFY-HORN AND ASSOCIATES, INC.
FEMA FLOOD MAP
FLOODPLAIN IMPACTS ARE REOIARED TO BE IN COMPLIANCE WITH THE CITY OF CONCORD FLOODPLAIN PROTECTION
OVERLAY DISTRICTS CONSISTENT WITH ARTICLE 4.14 OF ITS UNIFIED DEVELOPMENT ORDINANCE.
IIIIIIIIIII, ? RE VISION;
KimieyHom and Associates, Inc. 1 DA E
® aaae
NI IIALS
I ROCKY RIVER LANDING - PHASE II 1
CONCORD, NC
CRESCENT RESOURCES, LLC
°A- 10/03/08 SCALE 1N=1000'

ISEE UOGTOR OAGRAM OR AMP MtEX FOR i1RM PPnJH
LAYOUT)
CONTAINS
GRMMUNrrf c(ONQ. PANEL SUFFA
CABVMLLS COUNTY 3]00% Kd0 J
CONCORD CITY OF 3aW3T T6H J
M 0C 14WR000UHTy 310153 a5&A J
4 °E
PRELIMINARY
R1AY 252007 ;.
r: \ uw.w u em dol l ux - miry rnase I\rermn APPIKODOOS\L-onmenrnl rermn AppS\ -Wenma uelmeauon maps. 1 Goo 1 Ran To me.awg
TOTAL SITE AREA: 134.41 AC
PHASE I: 53.3 AC
PHASE II: 81.1 AC 6.610 TOTAL WETLANDS: 43.84
UNDISTURBED:
PHASE I: 0.33 AC
PHASE 1141.89 AC
DISTURBED:
PHASE I: 0.49 AC
PHASE II: 1.13 AC
PERMANENT: 0.98
TEMOPORARY: 0.15
TOTAL UPLANDS: 90.57 AC
PHASE I: 52.48
PHASE II: 38.09

11? ,?I
WETLANDS PRESERVED: 35.22 AC
Z TOTAL SITE
I WETLAND
AREA
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PHASE LINE
EXISTING
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PHASE 2 ROAD
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MULTI-FAMILY WETLAND DELINEATION MAP
y? LI?mmn REVISIONS
Kimley-Hom and Associates, Inc. DATE INITIALS
® xa®
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
THIS IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRI TEEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABILITY TO KIMLEY-HORN AND ASSOCIATES. INC.

:Cl TITLE:
ROCKY RIVER LANDING - PHASE II
CT LOCATION:
CONCORD, NC
CANT:
CRESCENT RESOURCES, LLC
11/22/08

1 "=300'
6B

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EXISTING CONDITIONS
PROJECT TTLE:
ROCKY RIVER LANDING - PHASE II
ROJECT LOCATION:
?=? CONCORD, NC
ftEM510N5 APPLICANT'
Kimley-lomand Assacialm,Inc. DATE INITALS CRESCENT RESOURCES, LLC
® 2MT
DATE, 11 /22/08 GALE 1 "=600'
THIS DOCUMENT, TOGETHER WITH TIE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERMCE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATICN BY
KIMLEY-HORN AND ASSOCIATES. INC. SMALL BE "ITTOIT LIABILITY TO KIMLEY-HORN AND ASSOCATES, INC. APPLICATION ?: SHEET 7A OF
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EXISTING CONDITIONS
?mm?
Kimley-iom and Associates, Inc
02-1
THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESICNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES. INC. SMALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCATES. INC.
ROCKY RIVER LANDING - PHASE II
RO.IECT LOCATION:
CONCORD, NC
REMSIONS APPLICANT:
OATS INITIALS CRESCENT RESOURCES, LLC
DATE. 10/03/08 SCALE; 1'I=200'
APPLICATION t: SHEET 7B OF
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DEED 7732, PAGE 310
TAX NO. 4589-66-0964
SITE BOUNDARY
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EXISTING CONDITIONS
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SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WNICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT W1THOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SMALL BE WIMOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. ING.
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION'
CONCORD, NC
REVISIONS APPUCMIT:
DATE INITIALS CRESCENT RESOURCES, LLC
^M 10/03/08 SCALE: 1"=200'
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THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO NIMLEY-HORN AND ASSOCATES. INC.
ROCKY RIVER LANDING - PHASE II
ROJECT LDCATION:
CONCORD, NC
REVISIGNS APPLICANT:
DATE INITIALS CRESCENT RESOURCES, LLC
ATE: 10/03/08 SCALE: 1 "=200'
APPUCA11ON /: EET 7D OF
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0z"
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
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IMPROPER RELIANCE ON THIS 000UMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UARUTY TO KIMLEY-HORN AND ASSOCIATES, INC.
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION:
CONCORD, NC
REVISIONS APPLICANT'
DATE INITIALS CRESCENT RESOURCES, LLC
DATE: 11/22/08 SCALE: 111=500'
IAPPLICATI- f. SHEET 8A OF

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PHASE I (EXIST) OVERALL SITE PLAN PROJECT TITLE:
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION:
?=? CONCORD, NC
REVISIONS APPLICANT:
Kimley-HomandAmi9tes,Inc. DATE INIIIAL5 CRESCENT RESOURCES, LLC
0-
DATE: 11/22/08 SCALE: 1"=500'
THIS DOCUMENT, TOGETHER OR THE PUR AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE. IS INTENDED ONLY FOR THE PURPOSE POSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND ^
IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WITTEN AUTHORIZATION AND ADAPTATION BY APPLICATION ?. SHLET 8A OF
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABIJ TO KIMLEY-HORN AND ASSOCIATES, INC.
-- ------ -" r---- _a u..0: r.....:1„ OI.- I\00...,11 A,,.Jv +i-\F-H--EH P-il Ann.\ITR-Silr PIm dwn

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I
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i
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= WETLANDS
:7
SITE PLAN PHASE II
PROJECT TITLE:
ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION.
?=? CONCORD, NC
REVISIONS APPLICANT:
Kimley-Hom aml Amiates, Inc. DATE INITIALS CRESCENT RESOURCES, LLC
©Y0® DATE: 11/22/08 SCALE: 1°=200'
THIS , IS DOCUMENT, TOGETHER M WITH THE WNCEPTS AND DESIGNS PRESENTED HEREIN, AS INSTRUMENT OF
SERVICE, CECE IS INTENDED OK1LY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF AND o
IMPROPER REUANCE ON THIS DOCUMENT 'WITHOUT WITTEN AUTHORIZATION AND ADAPTATIp BY AvPLICAl1bJ /. SHEET 8C7 OF
KIMIEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
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1 inch = 60 ft.
. OMITS OF WETLAND DISTURBANCE
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Kinleyaiom and Associates, Inc. REVISIONS
DATE I
© -
THIS DOCUMENT, TOGETHER WIM ME CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF
SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR Y"CH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE W TROUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC.
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FLOW LIMIT OF WETLANDS
TOTAL WETLAND '
IMPACTS 0.98 ACRES
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SETBACK/
LIMIT OF
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LIMIT WETLAND EQUALIZATION
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LIMIT OF
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GRAPHIC SCALE
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WETLAND IMPACTS 0.98 ACRES WETLAND IMPACT LIMITS
TEMPORARY CONSTRUCTION ( IN FEET )
WERANDIMPACTS 0.15ACRES PHASE II ROADWAY CROSSING 1 inch = 60 ft.
LIMITS OF CONSTRUCTION PROJECT TOLF:
. . LIMITS OFVWETLAND DISTURBANCE ROCKY RIVER LANDING - PHASE II
PROJECT LOCATION:
?=? CONCORD, NC
REMSIONS APPLICANT'
Kmley-HomandAmcktes,Inc. DATE NI AS CRESCENT RESOURCES, LLC
©=aae
THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF DATE: 10/03/08 SCALE: 1 "=60'
SERVICE, IS INTENDED OR Y FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION MO ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. APPLICATION ?: SHEET 9B OF

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Kinney-HDm and Associates, Inc.
Q -
THIS DOCUMENT, TOGETHER WIM THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERMCE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HERN AND ASSOCIATES, INC. -AUL BE WITHOUT LIABLITY TO KIMLEY-MORN AND ASSDCIATES, INC.
REVISIONS
r: \Eriuni Crescent\Ull umma Multrtamly rnase
1.5:1 SIDE SLOPE
PROPOSED 100-YR.
MAX STAGE 600.75
;URRENT 100-YR.
1 EV. APPROX. 598.00
MIDDLE CULVERT INV.
ELEV. 591.00 (1' BELOW
FOR SHALLOW FLOW
CONDITION)
DATUM EI
590.OC
0+00 1+00
PHASE II BOX CULVERT SECTION
?m"
Kimley-Hom and Associates, Inc.
Q_
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF
SERVICE, IS INTENDED ONLY FOR THE PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY
KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
REVISIONS
-LOW LINE OF
)UTSIDE CULVERTS
ADDLE CULVERT INV.
LEV. 591.00 (1' BELOW
OR SHALLOW FLOW
;ONDITION)
2+00
VERTICAL SCALE
D 6 12
( IN FEET )
I inch = 6 ft.
HORIZONTAL SCALE
0 60 120
( IN FEET )
I inch = 60 ft,
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