20041223 Ver 1_COMPLETE FILE_20040811

4 `T
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
September 8, 2004
Brandywine, LLC
Attn: John Meyers
3209 Gresham Lake Road
Raleigh, NC 27615
DWQ EXP No. 04-1223
Wake County
Subject Property: Bedford at Falls River, Phases 37,38 and 39
UT to Neuse River [03-04-02, 27-(20.7), C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with ADDITIONAL
CONDITIONS, EXPRESS REVIEW PROGRAM
Dear Mr. Meyers:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 293 linear feet of streams (148 linear feet of perennial
stream and 145 feet of intermittent stream) and 27,878 square feet (ft) of protected riparian
buffers for the purpose of two road crossings at the subject property, as described within your
application dated August 11, 2004 and all additional information received on August 19, 2004,
August 30, 2004, September 3, 2004, September 7, 2004 and September 8, 2004. After
reviewing your application, we have decided that the impacts are covered by the N.C. Division
of Water Quality (DWQ) General Water Quality Certification Number 3404 (GC3404). The
Certification allows you to use Nationwide Permit 14 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
401 Wetlands Certification Unit.
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North'Carolina 27604 North Carolina
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetiands
Brandywine, LLC
Page 2 of 4
9/8/04
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
nits Plan Location or Reference
Stream 293 (feet) Impacts 1 & 2, sheets 1, 2 and 3
Buffers 27,878 (square ft.) Impacts 1 & 2, sheets 1, 2 and 3
2. Buffer Impacts
The approved buffer impacts associated with the two road crossing equal 27,878 square feet.
The Neuse Buffer Rule requires buffer mitigation for ro' ad crossings that exceed 150 linear feet
or 1/3 acre of buffer impacts. The impact area includes `e area of the footprint of the use and
any clearing and grading activities within the riparian bu fer necessary to accommodate the use.
The length of buffer impact is measured parallel to the stream and includes the length of the
footprint of the use and any clearing and grading activities within the riparian buffer necessary
to accommodate the use. If the DWQ determines that the impacts exceed 150 feet or 1/3 acre
to the buffer, then buffer mitigation pursuant to 15A NCAC 02B .0233 will be required for the
entire impact area.
3. Diffuse Flow
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated August 11, 2004
and August 19, 2004. The DWQ believes that if implemented, as per these plans, diffuse
flow will be achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not
achieved, then the DWQ shall be notified and corrective actions to restore diffuse flow shall
be taken if necessary to impede the fbrmation of erosion gullies. At no time shall stormwater
from the proposed development be piped directly through the buffer without prior DWQ
written authorization.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15A NCAC 2B 33 and GC 3404.
5. Erosion & Sediment Control Practices
Brandywine, LLC
Page 3 of 4
9/8/04
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
6. No Waste, Spoil, Solids, or Fill of Any
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Preconstruction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or tules occur.
7. No Sediment & Erosion Control Measures w/n Wetland'. or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project.
9. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each
culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as
to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Brandywine, LLC
Page 4 of 4
9/8/04
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
11. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicafory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General S?atutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing. `
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Debbie
Edwards at 919-733-9502.
Sincerely,
AWK/dae
Attachments: Certificate of Completion
GC 3404

Cc: Kevin Martin-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041223Bedford373839(Wake)EXP401 + buffer
NCD04R
North Carollna Department of Environment and Natural Resources
olvislon of Water Quality
Molvel F. Easley, Governor William G. Ross. Jr., secretary
Alan W.16mek, P.E.. Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 276042260
Matting Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone 4: 919-733-0203
Fax #: [phone]
Fax To: Kevin Martin Fax #: [phone]
Subject: Bedford at Palls River, Phases 37,38 and 39 Date: 9!8/04
Number ofpages including cover sheet: 5
Notes or special instructions:
The original an attachments will be sent in are mail. If you have questions please call Debbie Edwards at 919-
733-9502.
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ANCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To:
Subject:
Kevin Martin Fax #: [phone]
Bedford at Falls River, Phases 37, 38 and 39 Date: 9/8/04
Number of pages including cover sheet: 5
Notes or special instructions:
The original an attachments will be sent in the mail. If you have questions please call Debbie Edwards at 919-
733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: htt?://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper AWMA91iff
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
WETLANDS / 401 GROUP
SEP 0 7 2004
WATER QUALITY SECTION
USACE
Attn: Ms. Jennifer Burdette
6508 Falls of Neuse Road
Suite 120
Raleigh, NC 27615
Dear Ms. Burdette and Ms. Edwards:
September 3, 2004
S&EC, PA Project #3985.W0
NCDWQ - Express Review
Ms. Debbie Edwards
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Please find enclosed revisions to parts of our previously submitted application for a Nationwide
14 Permit and associated water quality certification for the Bedford at Falls River Phases 37, 38,
and 39. Revised requested impacts total 0 wetland impact, 293 feet of stream and 27,878 ft2 of
buffer impacts. These revisions were due to changes requested by DWQ that involved raising
headwalls, shortening pipes, and adding rip rap dissipaters:
Please call if you have questions regarding this application.
Sincerely,
K?.?
Kevin Martin,
President
Attachments: PCN form (only pages with changes are being submitted)
Impact Maps (Sheets 1 of 3, 2 of 3, and 3 of 3)
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Construction of two (2) road
crossings using typical grading equipment and meeting City of Raleigh Road Design standards.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tut,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.21 acres
(outside of buffers)
Total area of wetland impact proposed: 0 (for these phases)
3. Individually list all intermittent and perennial stream impact
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stre ame** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Fill/culvert 100 UT Neuse River 4' Perennial
2 Fill/culvert UT Neuse River 2' Intermittent
I Riprap 25 UT Neuse River 4' Perennial
2 Rips 25 UT Neuse River 2' Intermittent
1 ear 13 UT Neuse River 4' Perennial
2 Clear 9 UT Neuse River 2' Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 4 of 9
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 293' (current application)
Note: Stream importance calls were made by Todd Tugwell of the USACE on October 30,
2001 with Brad Suther of S&EC.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identity temporary impacts. impacts mctude, bur are not unikeo to: my ezcuavattv,,, uicugiug,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction .(e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The client engineer S&EC and City of Raleigh had several meetings to discuss the proposed
alignment and minimization of avoidance All concurred that the proposed alignment and
Page 5 of 9
impacts are justifiable A road crossing in phase 42 (shown as 41 on attached overall map) was
eliminated at the request of DWQ and the Corps in order to minimize overall impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), . and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
If mitigation is required the client proposes payment to the NCEEP at a 1:1 ratio for the 148'
of perennial stream impact at Area #1 Buffer mitigation should not be required because
impacts for crossings are below DWQ buffer mitigation thresholds
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 148'
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify-_________------)?
Yes ® No ? If you answered "yes", provide the following information:
Page 7 of 9
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by. applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 18295 3 0
2 9583 1.5 0
Total 27878 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
None required
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface is below 30% (see sheet 1 of 3) according to engineers calculations (i.e.
27.2%). The project will comply with City of Raleigh requirements. Calculations and locations
of level spreaders for providing diffuse flow are enclosed. -
XII. Sewage Disposal (required by DWQ)
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.
Municipal -
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 8 of 9
imap://debbie. [e-mail]:143/...
Subject: Revised Bedford Stream Impact
From: "Akers, Ryan" <[e-mail]>
Date: Fri, 3 Sep 2004 15:13:13 -0400
To: "Cythia Van Der Wiele (E-mail)" <[e-mail]>, "Deborah Edwards (E-mail)"
<[e-mail]>, "Kevin Martin (E-mail)" <[e-mail]>, "Randy Smith
(E-mail)" <[e-mail]>
CC: "Munn, Mike" <[e-mail]>
Cynthia:
We have made alterations to our previous proposed wetland impact sheets shown at the
DWQ express review meeting on 9-01-04. Attached in this email you will find pdf's of
updated calculations and plan views of our proposed impact to install two culverts
over wetlands in the Bedford Project Phases 37-39 in Raleigh.
The first file, drainage delineations _09-02-04.pdf, shows the drainage tributaries to
both of the proposed culverts and their respective acreage. The next, culvert
calcs_09-02-04.pdf, shows our sizing calculations for the proposed culverts. The
file, velocity dissipator calc_09-02-04.pdf, shows our calculations to size velocity
dissipators at the culvert outlets on both of the proposed areas. We have also
attached two profile views of the proposed culverts, file culvert
profiles_09-02-04.pdf.
Lastly, we have attached our CAD plan views of the impact sheets showing the total
disturbed length of wetland (clearing limit to clearing limit) and the total amount
of disturbed acreage. (impact sheets_09-02-04.pdf).
Thank you, and if you have any questions
<<drainage delineations _09-02-04.pdf>>
dissipator calc_09-02-04.pdf>> <<culvert
sheets_09-02-04.pdf>>
email me or call me, 361-5000.
<<culvert calcs_09-02-04.pdf>> <<velocity
profiles_09-02-04.pdf>> <<impact
Ryan Akers, EI
Engineering Designer
THE JOHN R. MCADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
[e-mail]
The John R. McAdams Company, Inc. provides a unique collection of land development
design services including land planning, zoning administration and permitting,
surveying, site engineering, contract administration, landscape architecture,
stormwater management, and traffic engineering. McAdams has offices in Durham and
Charlotte, North Carolina. For more information, visit www.johnrmcadams.com
McADAMS COMPANY: Assisting our clients to have successful projects for over 25 years.
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THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone] Fax
PAGE OF
J R McA JOB NO.4,01.-O/000 DATE 2 Oy BY CHECKED BY
(Date)
CLIENT PROJECT
SUBJECT DWQ 1Hmci- CAW.S .
F,l6LL>
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QIo 6A
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Culvert Calculator Report
Culvert #1 (RD "MM" Sta 7+15)
Solve For: Section Size
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Inlet Control HW Elev
Outlet Control HW Eiev 262.00 ft
260.55 ft
260.55 It
260.11 ft Headwater Depth/ Height
Discharge
Tailwater Elevation
Control Type 2.03
26.18 cfs
256.00 ft
Inlet Control

Grades
Upstream Invert
Length 256.50 ft
90.50 ft Downstream Invert
Constructed Slope 252.00 It
0.049724 f 1ft

Hydraulic Profile
Profile CompositePressureSlS2
Slope Type N/A
Flow Regime N/A
Velocity Downstream 15.28 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 1.07 ft
1.02 ft
1.79 ft
0.011845 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
24 inch
1 Mannings Coefficient
Span
Rise 0.013
2.00 It
2.00 ft

Outlet Control Properties
Outlet Control HW Elev
Ke 260.11 ft
0.50 Upstream Velocity Head
Entrance Loss 1.21 ft
0.61 ft

Inlet Control Properties
Inlet Control HW Elev 260.55 ft
Inlet Type Square edge w/headwall
K 0.00980
M 2.00000
C 0.03980
Y 0.67000 Flow Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form N/A
3.1 ft'
1
1
1
Project Title: Ph. 37-39 Stream Impacts Project Engineer: Ryan Akers
xA...\phase37-38-39\stream-Impact\projectl.cvm The John R. McAdams Co CulvertMaster v1.0
09/03104 02:37:25 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Culvert Calculator Report
Culvert #2 (RD "MM" Sta 12+95)
Solve For: Section Size
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Inlet Control HW Elev
Outlet Control HW Elev 262.00 ft
261.31 ft
261.10 ft
261.31 ft Headwater Depth/ Height
Discharge
Tailwater Elevation
Control Type 1.60
57.31 cis
259.00 ft
Outlet Control

Grades
Upstream Invert
Length 256.50 ft
105.50 ft Downstream Invert
Constructed Slope 255.00 ft
0.014218 ft/ft

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream Pressure
N/A
N/A
8.11 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 4.00 ft
1.89 ft
2.45 ft
0.007420 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
36 inch
1 Mannings Coefficient
Span
Rise 0.013
3.00 ft
3.00 ft

Outlet Control Properties
Outlet Control HW Elev
Ke 261.31 ft
0.50 Upstream Velocity Head
Entrance Loss 1.02 ft
0.51 ft

Inlet Control Properties
Inlet Control HW Elev 261.10 ft
Inlet Type Square edgew/headwall
K 0.00980
M 2.00000
C 0.03980
Y 0.67000 Flow Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form N/A
7.1 ft2
1
1
1
Project Title: Ph. 37-39 Stream Impacts Project Engineer: Ryan Akers
XA ..\phase37-38-39\stream-impact\pmjectl.cvm The John R. McAdams Co CulvertMaster v1.0
09/03/04 02:37:39 PM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
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THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone] Fax
PAGE OF
J R McA JOB NO.w'D4 01600 DATE 2 04 BY 2.Rt9P-S. CHECKED BY
(Date)
CLIENT PROJECT 13ftF,79-b Pta"6 24'-3!2
SUBJECT bWOL =MP&Crr Ua&! ,
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Dissip.calcs.xis
NRCD Land Quality Section
Pipe Design
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
10-year storm
CULVERT #1 (RD "MM" STA 7+15)
Flow in cfs: 26.18
Slope S in %: 4.97
Pipe diameter D (in.): 30
Manning number n: 0.013
Flow depth:
Outlet velocity.
NRCD Land Quality Section
NYDOT Dissipator Design Results
Pipe diameter (ft): 2.50
Outlet velocity (fps): 16.07
Apron length (ft): 20.00
Avg. Diameter Stone
(inches) Class
3 A
6 B
b 13 Bor 1
23 2
0.92
16.072
Width (ft) = 0.4 La + Do
= 10.50
Use 11.00
Thickness
inches
9
22
22 a
27
9/3/2004
?UMMARY: NCDOT Class W Rip Rap
Length: 20.00 ft.
Width: 11.00 ft.
Thickness: 22 in.
Dissip.calcs.xls
NRCD Land Quality Section
Pipe Design
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
10-year storm
(CULVERT #2 RD "M
Flow in cfs:
Slope S in %:
Pipe diameter D (in.):
Manning number n:
M" STA12+95)
57.31
1.42
42
0.013
Pipe diameter (ft): 3.50
Outlet velocity (fps): 12.33
Apron length (ft): 28.00
Flow depth:
Outlet velocity:
NRCD Land Quality Section
NYDOT Dissipator Design Results
Avg. Diameter
inches
3
6
b 13
23
1.70
12.33
Width (ft) = 0.4 La + Do
= 14.70
Use 15.00
Stone Thickness
Class inches
A 9
B 22
B or 1 22 a
2 27
9/3/2004
;UMMARY: NCDOT Class '1'Rip Rap
Length: 28.00 ft.
Width: 15.00 ft.
Thickness. 22 in.
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PAW== WDL-01000 THE JOHN R. McADAMS
BEDFORD AT FALLS RIVER COMPANY, INC
? w0LOloox
FISMAHCH TMNCIE PART. NC
1'-20o' PHASES 37. 38 AND 39 srREAM wACT EXHIBIT
RALEIGH. NORM CAROLINA `.O. BOX 1"M ZW MOO-4M
0 n.in 08-26-04 1 OF 3
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®COMPANY, INC.

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38 AND 39 STREAM IMPACT EXEIIBIT
PHASES 37 womaBB/nu mis/sBBPma
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3 OF 3 _
imap://[e-mail] il.net:143/...
Subject: FW: DWQ Response to Comments Bedford Express Review
From: "Kevin Martin" <[e-mail]>
Date: Mon, 30 Aug 2004 09:39:47 -0400
To: <[e-mail]>
Debbie, here are the engineers responses to your last letter, we will
discuss further Wed. but thought I would give you a head start. Kevin
-----Original Message-----
From: Akers, Ryan [mailto:[e-mail]]
Sent: Thursday, August 26, 2004 4:18 PM
To: [e-mail]
Cc: Beckett, Jeremy; Munn, Mike
Subject: DWQ Response to Comments
Kevin:
I have addressed the DWQ comments and again I will go through the
attachments as concise as possible to relieve any ambiguities.
First, to address the DWQ concerns about the velocity dissipaters we have
run calcs (attached culvert calcs) which include Q10 for the pipes, pipe
sizing, and velocity dissipater calculations. We ended up resizing the
culvert #1, since we diverted a large portion of stormwater runoff though a
roadway drainage system (attached culvert delins). For this reason we have
attached more pipe sizing calculations. I have attached 3 plan views. One
overall site plan, and two plan view of the culverts showing the impacted
area, the riprap velocity dissipaters, and the existing topo (attached
Impact Sheets).
<<culvert calcs_001.pdf>> <<culvert delins_001.pdf>> <<Impact
Sheets_001.pdf>>
Second, we have addressed the DWQ's concerns about level spreader
maintenance easements on all four of the level spreaders.
<<LS easements_001.pdf>>
If you have any further questions feel free to email or call me, 361-5000.
Thanks.
Ryan Akers, EI
Engineering Designer
THE JOHN R. MCADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
[e-mail]
The John R. McAdams Company, Inc. provides a unique collection of land
development design services including land planning, zoning administration
and permitting, surveying, site engineering, contract administration,
landscape architecture, stormwater management, and traffic engineering.
McAdams has offices in Durham and Charlotte, North Carolina. For more
information, visit www.johnrmcadams.com
McADAMS COMPANY: Assisting our clients to have successful projects for over
25 years.
1 of 1 8/30/2004 2:11 PM
THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone] Fax
PA(WETLAND$4 401 GAUP G
J R McA JOB NO. w*m.-olooo DATE g 26 b BY Q. AX9K CHECKED BY A
CLIENT PROJECT
SUBJECT .SIUA- . TWAcZ C&LCs . WATER 011ALITY SECIDN
Fow Gwc.GS
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THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone]. Fax
PAGE WETS NDS 1 40 69 1
J R McA JOB NO. DATE BY CHECKED BY
(ftt- 14
)
CLIENT PROJECT
SUBJECT WATER CIUALITY SECTION
?AE Sr?N?
' SGT'/ON Sri _ ?.y u
A`i0iPc prar7/dm ?(?r' /?? #Astm-.) pod d a IS- k4 e. . iaowe, ? D ??Q .
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Culvert Calculator Report
Culvert #1

AUG 3 ®?pp4
Solve For: Section Size
Culvert Summary
Allowable HW Elevation 262.00 ft Headwater Depth/ Height 3.76
Computed Headwater Elevation 261.64 ft Discharge 12.43 cfs
Inlet Control HW Elev 259.00 ft Tailwater Elevation 259.00 ft
Outlet Control HW Elev 261.64 ft Control Type Outlet Control

Grades
Upstream Invert 256.00 ft Downstream Invert 255.00 ft
Length 106.00 ft Constructed Slope 0.009434 ft/ft

Hydraulic Profile
Profile Pressure Depth, Downstream 4.00 ft
Slope Type N/A Normal Depth N/A ft
Flow Regime N/A Critical Depth 1.33 ft
Velocity Downstream 7.03 ft/s Critical Slope 0.012489 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material
Section Size Concrete
18 inch Span
Rise. 1.50 ft
1.50 ft
Number Sections 1

Outlet Control Properties
Outlet Control HW Elev 261.64 'ft Upstream Velocity Head 0.77 ft
Ke 0.50 Entrance Loss 0.38 ft

Inlet Control Properties
Inlet Control HW Elev 259.00 ft Flow Control Submerged
Inlet Type Square edge w/headwall Area Full 1.8 ft2
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
S? Hutt. Z 6
Project Title: Ph. 37-39 Stream Impacts Project Engineer: Ryan Akers
x:\...\phase37-38-39\stream-impact\project1.cvm The John R. McAdams Co CulvertMaster v1.0
08/26/04 10:12:05 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708. USA [phone] Pagel of 1
Dissip.calcs Culvert #1.xls
NRCD Land Quality Section
Pipe Design
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
10-year storm
(Culvert #1)
Flow in cfs: 12.43 Flow depth:
Slope S in %: 1.90 Outlet velocity:
Pipe diameter D (in.): 24
Manning number n: 0.013
Pipe diameter (ft):
Outlet velocity (fps):
Apron length (ft):
b
2.00
9.37
12.00
Avg. Diameter
inches
3
6
13
23
Stone Thickness
Class inches
A 9
B 22 a
B or 1 22
2 27
SUMMARY.• NCDOT Class 'B' Rip Rap
Length. 12.00 ft.
Width: 7.00 ft.
Thickness. 22 in.
0.88
9.37
kP
AuG 3 ?2?i??4
.?E?QUpa.11y SEO?ION
WA
NRCD Land Quality Section
NYDOT Dissipator Design Results
Width (ft) = 0.4 La + Do
= 6.80
Use 7.00

Culvert Calculator Report
Culvert #2
Solve For: Section Size
\opg ? ?UP
WEB
pu 3 3 ®2004
E?pUPa-1? SEC?10?
Culvert Summary
Allowable HW Elevation 262.00 It
Computed Headwater Elevation 260.94 It
inlet Control HW Eiev 260.75 It
Outlet Control HW Elev 260.94 It Headwater Depth/ Height
Discharge
Tailwater Elevation
Control Type 1.18
26.18 cfs
256.00 ft
Outlet Control

Grades
Upstream Invert
Length 258.00 It
104.00 It Downstream Invert
Constructed Slope 252.00 It
0.057692 fttft

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream CompositePressureS1S2
N/A
N/A
5.33 ftts Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 4.00 It
0.88 It
1.74 It
0.005862 fttft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
30 Inch
1 Mannings Coefficient
Span
Rise 0.013
2.50 It
2.50 It

Outlet Control Properties
Outlet Control HW Elev
Ke 260.94 It
0.50 Upstream Velocity Head
Entrance Loss 0.80 It
0.40 It

Inlet Control Properties
Inlet Control HW Elev
Inlet Type
K
M
C
Y 260.75 ft
Square edge w/headwall
0.00980
2.00000
0.03980
0.67000 Flow Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form Unsubmerged
4.9 ft2
1
1
1
-A- . r7all- - 51'fdlet- 2 sf
Project Title: Ph. $7-39 Stream Impacts Project Engineer: Ryan Akers
x:%...lphase37-38-39\stream-impact%project1.cvm The John R. McAdams Co CulvertMaster v1.0
08/26/04 10:13:20 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Dissip.calcs Culvert #2.xls
NRCD Land Quality Section
Pipe Design
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
10-year storm
(Culvert #2)
Flow in cfs: 26.18 Flow depth:
Slope S in %: 4.20 Outlet velocity:
Pipe diameter D (in.): 36
Manning number n: 0.013
of 4
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WPB
0.89
14.918
NRCD Land Quality Section
NYDOT Dissipator Design Results
Pipe diameter (ft): 3.00 Width (ft) = 0.4 La + Do
Outlet velocity (fps): 14.92 = 12.60
Apron length (ft): 24.00 Use 13.00
Avg. Diameter Stone Thickness
inches Class inches
3 A 9
6 8 22
b 13 8 or 1 22 a
23 2 27
SUMMARY: NCDOT Class '1' Rip Rap
Length: 24.00 ft.
Width: 13.00 ft.
Thickness. 22 in.

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Ecosvstem
PROGRAM
Kevin Martin
Soil & Environmental Consultants, PA
I 10 10 Raven Ridge ;Road
Raleigh, NC 27614
Subject: Project: Bedford at Falls River, Phase 37, 38 and 39
County: Wake
NNSILkNpg 1401 GRO O?
p,UG 3 ??;?0?41 2t?U
\WEP,
August 24, 2004
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for stream and buffer impacts associated with the subject project. Please note that the decision by the
NCEEP to accept the mitigation requirements of this project does not assure that this payment will be approved by the
U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP for impacts associated with this project is
appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit1401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated August 11, 2004, the stream and riparian buffer restoration that
is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following table.
The maximum amount of mitigation that the NCEEP will accept for this vroiect is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
acres Wetlands Non-
Riparian (acres) Riparian Buffer
(s q. ft.)
Impact 143 26,137
Mitigation Max 227 52,274
The stream and riparian buffer mitigation will be provided as specified in the 401. Water Quality Certification and/or
Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin.
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 Carol Shaw at [phone].
Sincerely,
l4 4 "1_V-
Deborah D. Anderson,
In-Lieu-Fee Administrator
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Burdette, USACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
WJ
Rector' ... E ... Protect' Our state `
MUM
North Carolina Ecosystem Enhancement Program, 1619 Mail Service Center, Raleigh, NC 27699-1 61 9 / 919-733-5208 1 www.nceep.net
A74LA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 24, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Brandywine, LLC
Attn: John Myers
3209 Gresham Lake Road
Raleigh, NC 27615
DWQ EXP No. 04-1223
Wake County
Subject Property: Bedford at Falls River, Phases 37, 38 and 39
REQUEST FOR MORE INFORMATION EXPRESS REVIAFW PROGRAM
Dear Mr. Myers:
On August 11, 2004, the Division of Water Quality (DWQ) received your application dated
August 11, 2004 to. impact 265 feet of stream and 26,137 square feet (ftz) of protected riparian
buffers to construct the proposed subdivision. On August 19, 2004, the requested additional
information was submitted responding to the "Request for more information" sent on August 13,
2004. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetland, streams and/or buffers on the
subject property. Therefore, unless we receive the additional information requested below, we
will have to move toward denial of your application as required by 15A NCAC 2H -.0506 and 213
.0233(8) and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your
project.
Additional Information:
1. Outlet Protection at Culverts:
NCDOT Hydraulic Design Guidelines
(http://www.doh.dot.state. nc. us/preconstruct/hig hway/hydro/g l0399web/)
specify that the outlet velocities are designed for the Q10 discharge. If this velocity exceeds
the scour velocity for the receiving stream, rip rap outlet protection is required. DWQ is
concerned that outlet protection is needed and that these impacts have not been included
on the table of stream impacts on the PCN form. Please provide the supporting
documentation that rip rap outlet protection is not needed, or provide outlet protection
calculations for each culvert.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands Allhangliff
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Brandywine,LLC
Page 2 of 2
8/24/04
2. Level Spreaders
Please place drainage easements around the four (4) level spreaders for future
maintenance activities.
Please respond within three days of the date of this letter by sending this information to me via
e-mail or fax and a follow-up copy in writing. The Express Review Program is a process that
requires all parties to participate in a timely manner. If the DWQ feels the Express Review
Program is the incorrect review program for your project, then we may have to return your
application and have it reviewed through our regular 401 Water Quality Certification Program.
This letter only addresses the application review and does not authorize any impacts to
wetlands, waters or protected buffers. Please be aware that any impacts requested within your
application are not authorized (at this time) by the DWQ. Please call Debbie Edwards at (919)
733-9502 if you have any questions regarding or would like to set up a meeting to discuss this
matter.

Dorn'6y,
nds/401 Unit,
JRD/dae
cc: Kevin Martin-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041223Bedford(Wake)EXP- hold2
LF5AA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Kevin Martin Fax #: [phone]
Subject: Bedford at Falls River- 37,38 & 39 Date: -.8l-3ffi7'
Number of pages including cover sheet: 3
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: htt-o://h2o.enr.state.nc.us/ncwetlands
Nahmaliff
0 o An Equal Opportunity/Affirm
mative Action Employer 50 /a Recycled/10 /o Post Consumer Paper
Kevin Martin
From: Akers, Ryan [[e-mail]]
Sent: Thursday, August 19, 2004 9:46 AM
To: [e-mail]
Cc: Munn, Mike; Beckett, Jeremy
Subject: DWQ Comments
, t 1% 1%4,- in , lt? it 0%
aerial photo of existing plan culvert culvert trib.pdf culvert profiles.pdf Is calcs-001.pdf Is plans 001.pdf
existing_OOl.p... view_001.pdf calcs-001.pdf
Kevin:
I have atta ched several pdf. files that will address all of the DWQ comm ents.
Here's the list:
Comment #2 aerial photo of existing taken back in 2001 which shows the extent of the
wooded regions, and existing plan view shows the current existing topography and roads.
<<aerial photo of existing_001.pdf>> <<existing plan view _001.pdf>>
Comment #3 includes our culvert calculations. This has the inverts, size and velocities
of the culverts. Another files shows the tributary areas for both of the culverts, as
well as the tributary area for a fourth level spreader which will be addressed in comment
#7.
<<culvert calcs_001.pdf>> <<culvert trib.pdf>>
Comment #4 includes the longitudinal cross section that shows the stream bed invert at the
inlet and outlet, the existing stream bank elev. and the invert of the inlet and outlet of
the pipes.
<<culvert profiles.pdf>>
Comment #5 You should be receiving from John Myers' office.
Comment #6 Is addressed in both the culvert calculations and in the culvert profiles.
Comment #7 we have included the Level Spreader Calculations for the 4th LS as well as
pdf's of all the LS's in plan view.
is calcs_001.pdf>> <<ls plans_001.pdf>>
I hope that this answers all comments in their entirety
you can email me or call me at 361-5000.
Thanks,
Ryan Akers, EI
Engineering Designer
THE JOHN R. McADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
[e-mail]
If you have any other questions
pal ??? ?R?®'?
VG 19
The John R. McAdams Company, Inc. provides a unique collection of land development design
services including land planning, zoning administration and permitting, surveying, site
engineering, contract administration, landscape architecture, stormwater'management, and
traffic engineering. McAdams has offices in Durham and Charlotte, North Carolina. For
more information, visit www.johnrmcadams.com
McADAMS COMPANY: Assisting our clients to have successful projects for over 25 years.
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Culvert Calculator Report
Culvert #1
Solve For: Section Size
Culvert Summary
Allowable HW Elevation 262.00 ft Headwater Depth/ Height 1.76
Computed Headwater Elevation 261.28 ft Discharge 56.90 CIS
Inlet Control HW Elev 260.57 ft Tailwater Elevation 259.00 It
Outlet Control HW Elev 261.28 ft Control Type Outlet Control

Grades
Upstream Invert 256.00 ft Downstream Invert 255.00 ft
Length 106.00 ft Constructed Slope 0.009434 ft/ft

Hydraulic Profile
Profile Pressure Depth, Downstream 4.00 ft
Slope Type N/A Normal Depth 2.18 It
Flow Regime
Velocity Downstream N/A
8.05 ft/s Critical Depth
Critical Slope 2.44 It
0.007357 tuft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material
Section Size Concrete
36 inch Span
Rise 3.00 It
3.00 ft
Number Sections 1

Outlet Control Properties
Outlet Control HW Elev 261.28 ft Upstream Velocity Head 1.01 ft
Ke 0.50 Entrance Loss 0.50 ft

inlet Control Properties
Inlet Control HW Elev 260.57 ft Flow Control Submerged
Inlet Type Square edge w/headwall Area Full 7.1 ft=
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation. Form - 1
Y 0.67000
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Project Title: Ph. 37-39 Stream Impacts Project Engineer. Ryan Akers
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08/19104 07:56:31 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
2 -`61R. SToem T
Culvert Calculator Report
Culvert #2
Solve For: Section Size
Culvert Summary
Allowable HW Elevation 262.00 ft Headwater Depth/ Height 1.86
Computed Headwater Elevation 261.72 It Discharge 24.60 cfs
inlet Control HW Elev 261.72 ft Tailwater Elevation 256.00 ft
Outlet Control HW Elev 261.41 ft Control Type Inlet Control

Grades
Upstream Invert 258.00 ft Downstream Invert 252.00 ft
Length 104.00 ft Constructed Slope 0.057692 ft/ft

Hydraulic Profile
Profile CompositePressureSlS2 Depth, Downstream 0.97 ft
Slope Type N/A Normal Depth 0.94 ft
Flow Regime N/A Critical Depth 1.75 ft
Velocity Downstream it
16.23 ft/s critical Slope 0.010700 ft1ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 2.00 ft
Section Size 24 inch Rise 2.00 ft
Number Sections 1

Outlet Control Properties
Outlet Control HW Elev 261.41 ft Upstream Velocity Head 1.11 ft
Ke 0.50 Entrance Loss 0.55 ft

Inlet Control Properties
Inlet Control HW Elev 261.72 ft Flow Control Submerged
Inlet Type Square edge w/headwall Area Full 3.1 ft2
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
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Project Title: Ph. 37-39 Stream Impacts
x:\ ..\phase37-38-39\stream-Impact\projectl.cvm The John R. McAdams Co
08/19/04 07:58:52 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, C
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Culvert #1
Solve For: Section Size
Culvert Summary
Allowable HW Elevation 262.00 ft Headwater Depth/ Height 1.52
Computed Headwater Elevation 261.33 ft Discharge 80.80 cis
Inlet Control HW Elev 261.14 ft Taiiwater Elevation 259.00 It
Outlet Control HW Elev 261.33 ft Control Type Outlet Control

Grades
Upstream Invert 256.00 ft Downstream Invert 265.00 ft
Length 106.00 ft Constructed Slope 0.009434 ft/ft

Hydraulic Profile
Profile Pressure Depth, Downstream 4.00 ft
Slope Type N/A Normal Depth 2.43 It
Flow Regime N/A
Velocity Downstream 8.40 ft/s It Critical Depth
Critical Slope 2.81 ft
0.006717 ft/ft

Section
Section Shape Circular Mannings Cdefficient 0.013
Section Material Concrete Span 3.50 It
Section Size 42 inch Rise 3.50 It
Number Sections 1

Outlet Control Properties
Outlet Control HW Elev 261:33 It Upstream Velocity Head 1.10 ft
Ke 0.50 Entrance Loss 0.55 It

Inlet Control Properties
Inlet Control HW Elev 261.14 ft Flow Control Submerged
Inlet Type Square edge w/headwall Area Full 9.6 ft3
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000
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Project Title: Ph. 37-39 Stream Impacts Project Engineer. Ryan Akers
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08/19104 08:18:56 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
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Culvert #2
Solve For: Section Size
Culvert Summary
Allowable HW Elevation 262.00 It Headwater Depth/ Height 1.45
Computed Headwater Elevation 261.63 ft Discharge 35.00 ofs
Inlet Control HW Elev 261.63 ft Tailwater Elevation 256.00 ft
Outlet Control HW Elev 261.61 ft Control Type Inlet Control

Grades
Upstream Invert 258.00 ft Downstream Invert 252.00 ft
Length 104.00 ft Constructed Slope 0.057692 ft/ft

Hydraulic Profile
Profile CompositePressureS1 S2 Depth, Downstream 1.08 ft
Slope Type N/A Normal Depth 1.03 ft
Flow Regime
Velocity Downstream N/A
17.22 ft/s Critical Depth
Critical Slope 2.01 It
0.007553 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material
Section Size Concrete
30 inch Span
Rise 2.50 ft
2.50 It
Number Sections 1

Outlet Control Properties
Outlet Control HW Elev 261.61 It Upstream Velocity Head 1.06 ft
Ke 0.50 Entrance Loss 0.53 ft

Inlet Control Properties
Inlet Control HW Elev 261.63 ft Flow Control Submerged
Inlet Type Square edge w/headwall Area Full 4.9 ft=
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
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Project Title: Ph. 37-39 Stream Impacts Project Engineer. Ryan Akers
x:\ ..\phase37-38-39\stream-impact\projectl.cvm The John R. McAdams Co CulveriMaster v1.0
08/19/04 08:19:48 AM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Aug.19. 2004 10:00AM No.2165 P. 2
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader system is defined as a graded pretreatment level spreader used to diffuse
concentrated flow.
Maintenance activities shall be performed as follows:
Every six months:
a. Inspect the level spreader system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that the full length of the level
spreader functions as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover,
mow vegetative cover to maintain a maximum height of six inches, and remove trash as
needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.)
quarterly to maintain proper functioning.
4. Remove accumulated sediment from the level spreader system semi-annually using
cleanout structures at the and of each length of level spreader. Removed sediment shall
be disposed of in an appropriate manner and shall be handled in a manner that will not
adversely impact water quality (i.e. stockpiling near a stream, pond, etc.).
5. All components of the level spreader system shall be maintained in good working order.
6. A level elevation shall be maintained across the entire flow spreading structure. Any down
gradient erosion must be repaired and/or replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of
the seven maintenance procedures listed above.. I agree to notify DWQ of any problems with
the system or prior to any changes to the system or responsible party.
Print name: Cailev L. Gerber - Brandywine. L.L.C
Title: Attorney in - fact
Address: 3209 Gresham Lake Road. Suite 160 Raleigh. NC 27615
Note: The legally responsible party should not be a homeowners association unless more than
60% of the lots have been sold and a resident of the subdivision has been named the
president.
Page 1 o£2
Aug. 19. 2004 10; OOAM
No. 2165 P. 3 .
1, William H. Sutton, a Notary Public for the State of North Carolina, County of Wake, do hereby
certify that Colley L. Gerber personally appeared before me this 19th day of Amu ., 2004, and
acknowledge the due execution of the forgoing wet [wetland] detentl n basin maintenance
requirements. Witness my hand and official seal, L?,?
rptl1 qy 4y
B1.§G
'C©r
0'/'r
SEAL
My commission expiresl2-29-07
Page 2 of 2
W Bruning,Inc. 80844 Form 10017
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P.....'f......?tJ ...... ..._.__.._.?_,_. -.._.. ADAli COMPANY, INC.
TH?JOHN R.
RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 ZIP 27709-4005
[phone]
OC9 Bruning. InC. 90644 Form 10017
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THE JOHN R. M??cppAE.DR-NY, INC.
RE ICH TRIANGLE PARK, NC
I P.O. BOX .14005 ZIP 277,09-4005
. [phone]
N ac? ??
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WDL-01000 Bedford Phases 37.39
Contact Person: Ryan C. Akers Phone Number. [phone]
Level Spreader ID: LS 4
Level Spreader Length 36 (perpendicular to flow)
Drainage Area 0.4 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.40 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StriplBuffer Slope 8% (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max Discharge from a 10 Year Storm 2.74 cfs
Max Discharge to Level Spreader 2.74 cfs
Filter Strip/Buffer Vegetation Thck gr. cover (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-Treatment
It. REQUIRED ITEMS CHECKLIST
Initial in-the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project
Alicants Initials
7Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
-Form Scour Holes are on flat slopes only
*N?o'structures er.
are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified ('rf applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the. Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone] Fax
PAGE OF
J R McA JOB NO. &t*.-0/oao DATE -9/10/0_ BY e. A CHECKED BY
CLIENT PROJECT (Date)
SUBJECT
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WP
PROJECT No. WDL-01000 THE JOHN R. McADAMS
® FaENAME: WDLO100X-LS1 BEDFORD AT FALLS RIVER MCOMPANY, INC.
a SCALE: 1"=40t PHASES 37, 38 AND 39 LEVEL SPREADER RESEARCH TPLANNERS/SURVEYORS
RALEIGH, NORTH CAROLINA RESEARCH TRIANGLE PARK, NC
P.O. BOX 14006 ZIP 27709-4005
W DATE: 08-05-04 (919) 3$1-5000
M4 r
.. ?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
August 13, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Brandywine, LLC
Attn: John Myers
3209 Gresham Lake Road
Raleigh, NC 2761.5
Subject Property: Bedford at Falls River, Phases 37, 38 and 39
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1223
Wake County
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Myers:
On August 11, 2004, the Division of Water Quality (DWQ) received your application dated
August 11, 2004 to impact 265 feet of stream and 26,137 square feet (ft2) of protected riparian
buffers to construct the proposed subdivision. The DWQ has determined that your application
was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetland,
streams and/or buffers on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H .0506 and 2B.0233(8) and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information:
1. Your application indicates that Impact #2 is an 8', intermittent stream and that stream
importance calls were made by Todd Tugwell and Brad Suther on October 30, 2001. Please
provide documentation on whether DWQ has made Intermittent/Perennial stream calls on this
property so the DWQ can determine mitigation required for this project. In addition, please
provide any documentation that NCEEP will accept mitigation for this project.
2. Please provide a site plan map that includes the pre-existing conditions on your site plan. The
site plan map that was submitted does not include the topographic contours with elevations,
approximate extent and nature of forest, field, and landscaped or other cover.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North "Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ricwetlands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturally
Brandywine,LLC
Page 2 of 2
8/13/04
3. Please submit information detailing the .culvert crossings for Impacts #1 and #2, including but
not limited to the size of the culverts, the slope of the culverts, the size of the energy
dissipaters and the velocities of flow into the culverts.
4. Please submit a longitudinal cross section that shows the stream bed invert at the inlet and
outlet, the existing stream bank elevations and the invert of the inlet and outlet of the pipes.
5. Please submit an Operations and Maintenance Agreement for your level spreaders, an
example of this information can be found on our 401 /Wetlands Unit website:
http://h2o.enr.state.nc.us/ncwetlands.
6. Please provide the cross section details showing the provisions for aquatic life passage.
7. You have proposed three level spreaders, all located at the proposed road crossings, please
provide diffuse flow provisions for the drainage easement located at the northern most cul-de-
sac and any other areas flowing towards riparian buffers on your site plan.
Please respond within three days of the date of this letter by sending this information to me via
e-mail or fax and a follow-up copy in writing. The Express Review Program is a process that
requires all parties to participate in a timely manner. If the DWQ feels the Express Review
Program is the incorrect review program for your project,'then we. may have to return your
application and have it reviewed through our regular 401 VVater Quality Certification Program.
This letter only addresses the application review and does not authorize any impacts to
wetlands, waters or protected buffers. Please be aware that any impacts requested within your
application are not authorized (at this time) by the DWQ. Please call Debbie Edwards at (919)
733-9502 if you have any questions regarding or would like to set up a meeting to discuss this
matter.
cerely,
Dorney,
lands/401 Unit, D Q.
JRD/dae
cc: Kevin Martin-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041223 Bedford(Wake)EXP- hold
imap:Hdebbie. edwards%40dwq. [e-mail]:143/...
Subject: Bedford at Falls River Phases 37-39 (WDL-01000)
From: "Munn, Mike" <[e-mail]>
Date: Fri, 19 Nov 2004 09:57:03 -0500
To: <[e-mail]>
Hi Debbie,
I have been asked by the folks at Brandywine, LLC to email you and notify your office
that the construction has begun at the Bedford at Falls River Phase 37-39 project, in
accordance with the attached Express Review Notification letter.
We appreciate all of your help with this project and please feel free to give me a
call if you would like to discuss.
Thanks,
Mike
Michael J. Munn, PE
Group Manager
THE JOHN R. McADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
919-417-2571 Mobile
[e-mail]
The John R. McAdams Company, Inc. provides a unique collection of land development
design services including land planning, zoning administration and permitting,
surveying, site engineering, contract administration, landscape architecture,
stormwater management, and traffic engineering. McAdams has offices in Durham and
Charlotte, North Carolina. For more information, visit www.johnrmcadams.com
McADAMS COMPANY: Assisting our clients to have successful projects for over 25 years.
-----Original Message-----
From: Canon Copier
Sent: Tuesday, November 09, 2004 9:34 AM
To: Munn, Mike; Harris, Gabrielle
Subject: WDL-01000
«2367_001 .pdf>>
1 of 1 11/19/2004 10:07 AM
A LA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 3, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Brandywine, LLC
Attn: John Meyers
3209 Gresham Lake Road
Raleigh, NC 27615
Subject Property: Bedford at Falls River, Phases 37, 38 and 39
EXPRESS REVIEW PROGRAM NOTIFICATION
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1223
Wake County
Dear Mr. Meyers:
On September 8, 2004, the Division of Water Quality (DWQ) iss\ued your Water Quality Certification to
construct the proposed road crossings. Within the Water Quality)Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction
and post construction. Therefore, if you have begun construction on your road crossings, you are required
to notify this office in writing by November 17, 2004. If you do not notify this office in writing and
construction has started, you are in violation of the Water Quality Certification Rules as required by 15A
NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water
Quality Certifications issued within the Express Review Program. Please call Deborah Edwards at (919)
733-9502 if you have any questions regarding this matter.
Sincerely,
je? Cyndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Kevin Martin-S&EC
DWQ Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: htto:/l h2o.enr.state.nc.us/ncwetlands ;Vataa"//y
An Equal Opportunity/Affirmative Action Employer- 501/6 Recycled/101/6 Post Consumer Paper
Office Use Only:
USACE Action ID No.
(If any particular item is not
1. Processing
DWQ No. ,
to this project, please enter
Form Ver
SEP p 8 2004
/A"
?CT
2002
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ® If required.
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Brandywine LLC
Mailing Address: Attn: John Meyers
3209 Gresham Lake Road
Raleigh, NC 27615
Telephone Number: 919-556-4310 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kmartin(-,SandEC.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bedford at Falls River Phases 37, 38, and 39
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Bedford at Falls River
Directions to site (include road numbers, landmarks, etc.): North of Dunn Road, east of
Falls of the Neuse Road, south and west of the Neuse River (see attached USGS map).
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Phases 37, 38, and 39 = 25.6 acres (total project =607 acres)
7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Adjacent property is residential or undeveloped.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
The project is part of a master planned development consisting of single family residential
11. Explain the purpose of the proposed work: To provide access to uplands for use as
residential lots.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetlands and buffers were delineated by S&EC and confirmed by DWO and the Corps
(NBRRO#168, Action ID# 199920228). In 2000 and 2001 a 401 and NW14 were issued for one
road crossing (DWO# 001064, Action ID# 199920228) that impacted 149' of stream. Another
consultant prepared that application and a NW 12 application but we do not have copies of the
NW12. In addition 0.025 acres of wetland was impacted in Phase 42 using non-reporting NW39.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 3 of 9
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Construction of two (2) road
crossings g typical grading equipment and meeting City of Raleigh Road Design standards.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.21 acres
(outside of buffers)
Total area of wetland impact proposed: 0 (for these phases)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Fill/culvert 114 UT Neuse River 4' Perennial
2 Fill/culvert 106 UT Neuse River 2' Intermittent
1 Riprap 22 UT Neuse River 4' Perennial
2 Riprap 32 UT Neuse River 2' Intermittent
1 Clear 12 UT Neuse River 4' Perennial
2 Clear 7 UT Neuse River 2' Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 4 of 9
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 293' (current application)
Note: Stream importance calls were made by Todd Tugwell of the USACE on October 30,
2001 with Brad Suther of S&EC.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The client. engineer. S&EC, and Citv of Raleigh had several meetius to discuss the proposed
alignment and minimization of avoidance. All concurred that the proposed alignment and
Page 5 of 9
impacts are justifiable. A road crossing in phase 42 (shown as 41 on attached overall map) was
eliminated at the request of DWQ and the Corps in order to minimize overall impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/nowetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
If mitigation is required, the client proposes payment to the NCEEP at a 1:1 ratio for the 148'
of perennial stream impact at Area #1. Buffer mitigation should not be required because
impacts for crossings are below DWQ buffer mitigation thresholds.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 148'
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?"
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Page 7 of 9
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 18295 3 0
2 9583 1.5 0
Total 27878 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
None reauired.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface is below 30% (see sheet 1 of 3) according to engineers calculations (i.e.
27.2%). The project will comply with City of Raleigh requirements. Calculations and locations
of level spreaders for providing diffuse flow are enclosed.
XII. Sewage Disposal (required by DWQ)
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.
Municipal
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 8 of 9
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] • Fax: [phone]
www.SandEC.corn
August 11, 2004
S&EC, PA Project #3985.W0
USACE NCDWQ - Express Review
Attn:- Ms. Jennifer Burdette Ms. Debbie Edwards
6508 Falls of Neuse Road 2321 Crabtree Blvd.
Suite 120 Suite 250
Raleigh, NC 27615 Raleigh, NC 27604
Dear Ms. Burdette and Ms. Edwards: VIP- ?,F? .
Please find enclosed a complete, application for a Nationwide 14 Permit and associated water
quality certification for the Bedford at Falls River Phases 37, 38, and 39. Current requested
impacts total 0 wetland impact, 265 feet of stream and 26,137 ft2 of buffer impacts. Previous
project impacts total 149',of stream channel under NW 14 and 0.025 acres of wetland under non-
reporting NW 39.
A previous consultant was involved in past permit applications with the Corps and DWQ as
described in the attached PCN form. The current owner, engineer and S&EC met several times
with the cityof Raleigh, Corps and DWQ in order to agree on the-current road alignment. A
road crossing in phase 42 was eliminated (see overall site plan).
Current impacts are necessary to access high ground for lot development (see 11 x 17 sheet 1 of
3). Impact area one is to a perennial stream and area 2 is to an intermittent stream (143' and
122' respectively). Buffer impacts are below mitigation thresholds. Jean'Manuele, Andrea
Wade and Jennifer Burdette,of the Corps are familiar with the project as well as Bob Zarzecki
and John Domey of DWQ.
Please call if you have questions regarding this application.
Sincerely,
???ULt
Kevin Martin;.
President
Attachments: Express Review Acceptance Letter
PCN form
USGS topo
Soil survey
$4;000 check-(DWQ)
Stormwater Plans (DWQ level spreader designs)
Agent Authorization
Overall Site (Sheet C-1)
Phases 37, 38, and 39 (Sheet 1 of 3)
Impact Maps (Sheets 2 of 3 and 3 of 3)
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone:. [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Office Use Only: Form Version May 2002
USACE Action ID No. DW o. .i "
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ® If required.
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Brandywine LLC
Mailing Address: Attn: John Meyers
3209 Gresham Lake Road
Raleigh, NC 27615
Telephone Number: 919-556-4310 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin Martin
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kmarti0DSandEC.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bedford at Falls River Phases 37, 38, and 39
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Bedford at Falls River
Directions to site (include road numbers, landmarks, etc.): North of Dunn Road, east of
Falls of the Neuse Road, south and west of the Neuse River (see attached USGS map).
Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Phases 37, 38, and 39 = 25.6 acres (total project =607 acres)
7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Adjacent property is residential or undeveloped.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
The project is part of a master planned development consisting of single family residential
lots.
11. Explain the purpose of the proposed work: To provide access to uplands for use as
residential lots.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetlands and buffers were delineated by S&EC and confirmed by DWQ and the Corps
(NBRRO#168 Action ID# 199920228). In 2000 and 2001 a 401 and NW14 were issued for one
road crossing (DWQ# 001064, Action ID# 199920228) that impacted 149' of stream. Another
consultant prepared that application and a NW 12 application but we do not have copies of the
NW 12. In addition 0.025 acres of wetland was impacted in Phase 42 using non-reporting NW39.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 3 of 9
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Construction of two (2) road
crossings using typical grading equipment and meeting City of Raleigh Road Design standards.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.21 acres
(outside of buffers)
Total area of wetland impact proposed: 0 (for these phases)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Fill/culvert 143 UT Neuse River 4' Perennial
2 Fill/culvert 122 UT Neuse River 8' Intermittent

Page 4 of 9
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 265' current application)
Note: Stream importance calls were made by Todd Tugwell of the USACE on October 30,
2001 with Brad Suther of S&EC.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Page 5 of 9
The client, engineer, S&EC, and City of Raleigh had several meetings to discuss the proposed
alignment and minimization of avoidance. All concurred that the proposed alignment and
impacts are justifiable. A road crossing in phase 42 shown as 41 on attached overall map was
eliminated at the request of DWQ and the Corps in order to minimize overall impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
If mitigation is required, the client proposes payment to the NCEEP at a 1:1 ratio for the 143'
of perennial stream impact at Area #1. Buffer mitigation should not be required because
impacts for crossings are below DWQ buffer mitigation thresholds.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 143'
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Page 7 of 9
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 16989 3 0
2 9148 1.5 0
Total 26137 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
None required
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface is below 30% (see sheet 1 of 3) according to engineers calculations (i.e.
27.2%). The project will comply with City of Raleigh requirements. Calculations and locations
of level spreaders for providing diffuse flow are enclosed.
XII. Sewage Disposal (required by DWQ)
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.
Municipal
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Page 8 of 9
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
v/,
,,R
(Agent's signature Aid only if an authorization letter from the applicant is provided.)
Page 9 of 9
A74LA.
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
July 26, 2004
EXPRESS REVIEW ACCEPTANCE LETTER
Brandywine, LLC
Attn: John Myers
3209 Gresham Lake Road
Raleigh, NC 27615
Fax #: [phone]
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Project Name: Bedford @ Falls River
(phases 37, 38 and 39)
Wake County
Subject Property: North of Dunn Rd., East of Falls of Nelyse Rd. and South of the Neuse River
Dear Mr. Myers:
On July 26, 2004, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request
from Soil and Environmental Consultants, PA regarding a project known as "Bedford at Falls River
(phases 37, 38 and 39)" for acceptance into the Express Review Program. This letter advises you that
your project will be accepted into the Express Review Program once the following items are received:
1) a fee of $4000.00 made payable to the North Carolina Division of Water Quality, 2) seven complete
and collated copies of the application and 3) seven copies of all additional information pertaining to this
project. Thank you for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application
package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call John
Dorney at 919-733-9646 or Deborah Edwards at 733-9502.
Sincerely,
V 4 CV-C3 ,-Z&usb?
1 Alan W. Klimek, P.E., Director
cc: Mike Horan- DWQ Raleigh Regional Office
File copy
Central Files
Kevin Martin-S&EC
Filename: Bedford @ Falls River (37-39)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650. One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: hqp://l12o.enr.state.nc.us/ncwetiands Natffrally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
0810" .
12004 j11:14AM
Environmental
RMC,igb, Notrh Carolina 27614
www,Saftacxorr
Consultants, PA
phone: (919) Bab-5400 - Fax: [phone]
AGENT A'UTHO=ATION FORM
The Deparunent of the Army
U.S. Army Corps of FmEajeers, W>7nMngtor District
P,O. Box 1890
Wftington, NC 28402 nn
Attu;
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current vr? owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my ageztt in the processing of peravt applications, to furnish upon request dtt of
elemental informal in support of applications, etc. from this day forwazd. The _,. y
This notification supersedes any previous correspondence concerning the agent for this project
NO'T'ICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officfals to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prier to visiting the site-
Print Property Owners Naute
cc: Mr. John Dorsey
NCDENR - DWQ
2,321 Crabtree BoWevaxd
IZaleigll NC 27604
No. 1490 P. 1)1
C
Nopefty Owners Sipature
cc: Mr. Kevin C. Martin
Soil & F,nvironr ental Consultants, PA
?1?'em„ab?„=ro at??e. ???,v ofd
°ttA 3817-E L&WDdate Drive 622 Coon 1vlo+uttAin Lune
236 L6PUMP Court. Suite C Taytots'ille. NC 28681
Coaeord, NC 28025 PhOrW b (336) ) 5 540-5.274534 Phone [phone]
Phone; (33 ,
phone: (704) 720-W5 dux: (3;%6) 540.8235 Fax (822) 63S-S820
Fax: (7D4) 720-9406
Project Name/Description:
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P"wsa N0. WDL-01000 THE JOHN R. McADAMS
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DWQ Project No.
DIVISION OF WATER QUALITY
- LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name:, WDL-01000 Bedford Phases 37.39
Contact Person: Ryan C. Akers Phone Number: [phone]
Level Spreader ID: LS 1
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max, Discharge to Level Spreader
85 fL (perpendicular to flow)
1.0 ac. (on-site and off-site drainage to the level spreader)
0.90 ac. (on-site and off-site drainage to the level spreader)
8% (6% for forested, leaf littler cover, 8% for thick ground cover)'
6.52 cfs
6.52 cfs
Filter Strip/Buffer Vegetation Thck gr. cover (thick ground cover or grass, canopied forest with leaf litter
groundcover) WETLANDS/ 401 GROUP
Pre-treatment or Bypass Method Pre-Treatment
11. REQUIRED ITEMS CHECKLIST
AUG 1 1 2004
Initial in the space provided to indicate the following design requirements have been met and supporting documenfaTA%QUALITY SECTION
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package vAJ result in a request for additional information and will substantially delay final review and approval of the project.
spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
-Form Scour Holes are on flat slopes only
structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers. _
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level. spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WDL-01000 Bedford Phases 37.39
Contact Person: Ryan C. Akers Phone Number: [phone]
Level Spreader ID: LS 2
Level Spreader Length 64 ft. (perpendicular to flow)
Drainage Area 0.71 ac. (on-side and off-site drainage to the level spreader)
Impervious Area 0.65 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8% (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 4.87 cfs
Max. Discharge to Level Spreader 4.87 cfs'
Filter Strip/Buffer Vegetation Thck gr. cover (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-Treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. if a requirement has not been met attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantiall y delay final review and approval of the project.
spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
-Form Scour Holes are on flat slopes only
structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/'t Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : WDL-01000 Bedford Phases 37.39
Contact Person: Ryan C. Akers Phone Number. [phone]
Level Spreader ID: LS 3
Level Spreader Length 60 ft.
Drainage Area 0.67 ac.
Impervious Area 0.60 ac.
Maximum Filter StriplBuffer Slope 8%
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm 4.60 cfs
Max. Discharge to Level Spreader 4.60 cfs
Filter Strip/Buffer Vegetation Thck gr. cover (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-Treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management
plan submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal
package will result in a request for additional information and will substantially delay final review and approval of the project.
I' is Initials
O.No el spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
er.
-Form Scour Holes are on flat slopes only
structure s are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
/VA Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 250/0
in areas with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This
potentially requires a minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone
1 of a protected buffer area.
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
July 26, 2004
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Project Name: Bedford @ Falls River
(phases 37, 38 and 39)
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
Brandywine, LLC FXP
Attn: John Myers
3209 Gresham Lake Road
Raleigh, NC 27615
3
Fax #: [phone]
Subject Property: North of Dunn Rd., East of Falls of Neuse Rd. and South of the Neuse River
Dear Mr. Myers:
On July 26, 2004, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request
from Soil and Environmental Consultants, PA regarding a project known as "Bedford at Falls River
(phases 37, 38 and 39)" for acceptance into the Express Review Program. This letter advises you that
your project will be accepted into the Express Review Program once the following items are received:
1) a fee of $4000.00 made payable to the North Carolina Division of Water Quality, 2) seven complete
and collated copies of the application and 3) seven copies of all additional information pertaining to this
project. Thank you for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application
package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call John
Dorney at 919-733-9646 or Deborah Edwards at 733-9502.
Sincerely,
Gv?-
J Alan W. Klimek, P.E., Director
cc: Mike Horan- DWQ Raleigh Regional Office
File copy
Central Files
Kevin Martin-S&EC
Filename: Bedford @ Falls River (37-39)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650. One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands Aahmially
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
A V?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Ouallty
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone [phone]
Fax [phone]
Fax To: Kcvin Martin Fax #: [phone]
Subject: Bedford @ Falls River Date: 7/26/04
Number ofpages Including cover sheet: 2
Notes or special instructions:
a.,. I 23
OP 0 14.1 Z
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Kevin Martin
Subject: Bedford @ Falls River
Number of pages including cover sheet: 2
Notes or special instructions:
919-733-0203
919-733-6893
Fax #: [phone]
Date: 7/26/04
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
I '
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands ;Val1mna"//i]/?
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

4
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
FACSIMILE SHEET
FAX NO. (919 846--9467
DATE: ?,Lqzwoq
TO: NAME: & T. VTt 1 c' JO
COMPANY: DU)Q
Project Number: A-A U)Q
CC:
FAX NUMBER:
FROM: SUBJECT: J !
The following items are being faxed. Number of pages including transmittal et:
For Your Comments/Approval For Your Information
Per Our Conversation Per Your Request
Please Advise
Would Like To Discuss Please Call
Please Handle
HARD COPY SENT:
US Regular Mail
Overnight Hand Delivery
No Hard Copy Sent
, n
REMARKS: //
f !! YTS
e

IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT! AT [phone].
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and map contain
information that is privileged and confidential. If the reader of this message is not the intended recipient, you are hereby
notified that any disclosure, distribution or copying of this information is strictly prohibited. If you have received this
transmission in error, please notify us immediately by telephone and return the faxed documents to us at the above address
via the United States Postal Service.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
sp
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
OR STREAM ORIGIN DETERMINATION PROGRAMS
February 25, 2004
. Version 2
Applicant Name: Brandywine., T T r Attn : John Myers
Applicant Address: 32()q r r a e h a m T. a k p R n a d
Raleigh, NC 27615
Applicant's phone number: 919-556-4310 Fax number:
Applicant's email address:
Consultant Name (if applicable): S r,, F r ;_pA
Consultant address (if applicable): 11010 R a -n Ridge Road
Consultant's phone number: 919-846-=,900 Fax number: 91 d- R 4 ri - Q 4 F, 7
Consultant's email address: kmart ins sandeE Eem
Type of action requested under the Express Review Program (check all that apply):
® 401 Water Quality Certification
? Isolated Wetland Permit
® Riparian Buffer Approval
? Stream Origin Determination
p # of Determinations Requested
NameofProject: Bedford at Falls River, Phases 37. 38, and 39
Property size (acres) 2 G _ r, County: Wake
Nearest named stream (from USGS topo map): NPu.?,p R i va r
Please provide a brief description of this project (attach site plan if available):
Residential Gnhdivisinn with associates streets and utilities
A number of pre-application office and site meetings r•nn ing
this prn}prt have accurred bet'weep. the USAC E (Andrea War1Q and Jean
Manual n 1 Min (Rnh 7.;1 rvonlri ) _ i-hc rri i-v n-F Ra 1 P_iah . S&F-C, PA. the project engineer, and the client.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
'A
Location of project site - please include reference to the county, nearest name town and highway number:
N th of Dunn Rnaaff .a st of Falls of Neuse Rd (SR2000) and south
of he Neuse Riy_r, in Nnrth Raleicib_
Proposed impacts: 0
0
0
26,136
Acres of wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so,
please list which ones. 10/31/03 P.xi ress Review Permit '"raining-McKimmon Ctr.
Which other environmental permits will be needed for this project? Please list them below:
Corps 404 (Nationwide 14) and Sediment and Erosion Control
Does this project require approval under the State Environmental Policy Act or National Environmental
Policy Act? No
Does this project require approval of a Variance from the NC Environmental Management Commission"
No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
No
This form must be submitted via email (c/o 40lgxpressAa,ncmail.net). fax [phone]) or hand-delivered
(Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the
month for the first three months of the Express Review Program (until January 1, 2004). Application
procedures after that time will be provided at a later date. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax with one additional working day. Successful
applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants
will be queried to determine if they want to be in the following month's selection process or whether they
want to follow the normal application process.
Please contact John Dorney at 919-733-9646 if you have any questions regarding this form.
2
ol
ANImmmo nMurirA�lHrlllLii�lrl

(1? eel t. WAKE COUNTY, NORTH CAROLINA - SHEET

TOTAL PHASE AREA

IMPACT
AREA #2
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T Q)
i
a
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6
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n
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40
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TOTAL
PHASE
AREA
1
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y

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#1
TOTAL PHASE A
O pFtOp7AU?` IF44\-
?'r, S AND SR ^L/ Q
® 43
? ® G RD
® O a ATd'S CO ?l
03 U6 , 161
20 Q)
c TOTAL PHASE AREA = 25.62 AC.
i TOTAL SIDEWALK AND ROAD AREA = 3.38 AC.
TOTAL LOT IMPERVIOUS AREA = 3.58 AC. (52 LOZS,
60'x40' HOMES, 25'x12' DRIVEWAY, 300 SF MISC. \
IMPERVIOUS PER LOT)
% IMPERVIOUS = 3.38 AC. + 3.58 AC. = 27.2%
25.62 AC.
07/26/2004 10:05 FAX

4 DWQ DORNEY 0002/007
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
OR STREAM ORIGIN DETERMINATION PROGRAMS
February 25, 2004
Version 2
Applicant Name: $L3ndy1A4nr,., T.T.r Attn John Myers
Applicant Address: 3 2 n g n r 0 ?1-i m m La k q A n n a
Ra eigh, NC 27615
Applicant's phone number: 919-556-4310 Pax number:
Applicant's email address: _-
Consultant Name (if applicable): F ? A
Consultant address (if applicable) : 11010 Raven R i d g e R %2ad?
Consultant's phone number: g 1 g_ B q __3 g o n Fax number: 7 c1 _ A d =cam
Consultant's email address: kmart in2sandec com
Type of action requested under the Express Review Program (check all that apply):
® 401 Water Quality Certification
o Isolated Wetland Permit
® Riparian Buffer Approval
? Stream Origin Determination
() _ # of Determinations Requested
NameofProject: Bedford at Falls River, Phased 37.-3-8., and 39
Property size (acres) 2 5 --C, County- wake
Nearest named stream (from USGS topo map): bie)i s-o River
Please provide a brief description of this project (attach site plan if available):
A w3mher ne Oze,applicati on off'i f'P a1r4 si to maet-4 nc.;a_. roncerning
thi C ; YY1?P_f!h_ 1]??TP nrC„rre4 he'twee$ the 17SAOP (Anrlraa lie.CLI?-.-.-anrl Tear
Manuel e)r D_WQ?(Flob-Zazzecki ) F ?'--pf Raleigh, S&FC, PA, the
project engineer, and the client.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
1
JUL-26-2004 MON 08:40 TEL:[phone] NAME:DWQ-WETLANDS P. 2
07/26/2004 10:05 FAX DWQ DORNEY IM003/007
Location of project site - please include reference to the county, nearest name town and highway number:
North nt= Dunn Road, east c%{ Fa11_0 of Neuse Rd (SR200b) nd south-
of ho Neuse River, ir,{Unrtb Raip-iah,
Proposed impacts: 0 Acres of wetlands
0 Acres of isolated wetlands
265' Linear feet of streams
0 Linear feet of isolated streams
26 , 136 Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so,
please list which ones. 30/1110-1 F.x' ess Reirii-w Pe.rnit Training-McKimmon Ctr,
Which other environmental permits will be needed for this project? Please list them below:
Corps 404 (Nationwide 14) and Sediment and Erosion Control
Does this project require approval under the State Environmental Policy Act or National Eiavironmcntal
Policy Act? No
Does this project require approval of a Variance from the NC Environmental Management Commission"
No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
No
This form must be submitted via email (c/o 401express&cmail.net), fax [phone]$93) or hand-delivered
(,Parkview Building, 232), Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the,
month for the first three months of the Express Review Program (until January 1, 2004). Application
procedures after that time will be provided at a later date. Applicants who are selected to participate ul the
Express Review Program will be notified via email or fax with one additional working day. Successful
applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants
will be queried to determine if they want to be in the following month's selection process or whether they
want to follow the normal application process.
Please contact John Dorncy at 919-733-9646 if you have any questions regarding this form.
2
JUL-26-2884 MON 08:41 TEL:[phone] NAME:DWO-WETLANDS P. 3
07/26/2004 10:05 FAX 3 DWQ DORNEY Q004/007
JUL-26-2004 MON 08:41 TEL:[phone] NAME:DWQ-WETLANDS P. 4
07/26/2004 10:06 FAX 3 DWp DORNEY 1@005/007
JUL-26-2004 MON 08:41 TEL:[phone] NAME:DWO-WETLANDS P. 5
07,'26/2004 10:07 FAT UWQ UURNEI 2006,'007
`?e.c WAKE COUNTY, NORTH CAROLINA - SHEE
7UL-26-2004 MON 08:42 TEL:[phone] NAME:DWO-WETLANDS P. 6
07/26/2004 10:09 FAX
0
IMPA=
AREA #2
oa.?

a?

TMAL
PHAM
AREA
4 DWQ DORNEY 4007/007

W/W Igo
40
40 4 TOTAL PHASEA
pppOS
iAS
PRO]
37, *AND
NG
1 40 7

Q
Q
a
? i
G RD ti
a
N
TOM PH&% ARFA = 25.62 AC.
TOTAL SIDLVAMAM ROAD ARP;A a 3«38 AC.
70 AL UM ITVl WnOVS AREA = 5.58 AC. (521 M
605140' HODS. 20dT DRIVEWAY, 300 SP MC.
IIVIPEMOUS MR IM
96 BHVJMOUS = S. C. + 3,58 AC. = 27.2%
25.62 AG.
JUL-26-2004 MON 08:44 TEL:[phone] NAME:DWO-WETLANDS P. 7
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Brandywine, LLC
3209 Gresham Lake Road
Raleigh, NC 27615
DWQ# 04-1223 - Wake
? Agent
Addresse(
C.
D. Is delivery address different from item 1? ? Ye:
If YES, enter delivery address below: ? No
3. Service Type
Certified Mail ? Express Mail
? Registered Return Receipt for Merchandis(
? Insured Mail ? C.O.D.
I a Yes
2. Article N
(Transfer
DC Cnrm
UNITED STATES POSTAL SERVICE
111111 USPS
v
? ass Mail
stage & Fees
No. G-10
• Sender: Please print your name, address, and ZIP+4 iNthis box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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RECOVED

Falls River-Management Co.. LLC
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DATE TINW ACE NO DESrR1Fq'10N 1,\V« TCF AMOUNT DEDUCTION BAL ANN( E
7-27-04 72704 Bedford 4000.00 .00 4000.00

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CHECK 7-27-04 ECK
38570
TOTAL > 4000.00
.00
4000.00
NUM
ER
PLEASE DETACH AND RETAIN FOR YOUR RECORDS
.... - Li i J?,
E31PIMS REVIEW SCHEDULE
PROJECT NAME: FZ3Z
,
ACTION
Acceptance letter
Application received
Initial review/letter
Information received
Field Meeting
Additional information letter
Information received
Office Meeting
Additional info tion etter
Information received
Expiration
Issued/Rejected (circle one)
DWO #: Oy - 12Z
DATE
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