20070174 Ver 2_401 Application_20071007

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TIC JOHN R. McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Ms. Cyndi Karoly Date: October 4, 2007
NC Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
[phone]
Re: Corporate Center Apartments
I am canrlinn vni i tha fnllnwinn itam(cl•
COPIES DATE NO. DESCRIPTION
5 PCN Letter
5 Pre-Construction Notification
5 Si ned A ent Authorization
5 Wake Count Soil Surve /Quadrangle Ma
5 Un-si ned Wetland Ma s
5 DWQ Buffer Determination DWQ #07-0174
5 USACE Stream Form/Field Ma
5 Existin Conditions Ma
5 Overall Pro osed Site Plan
5 Im act Ma inset sheets 1-3
5 NC EEP Acce tance
5 Stormwater Wetland Notebook w/exhibits
5 Executed O&M A reements
These are transmitted as checked below:
^ As requested ® For your use
^ For approval ^
^ For review and comment ^
Remarks:
Copy to:
D ~~~a V ~ Sr
u D FOR INTERNAL USE ONLY
OCT 0 5 2007 ^ Copy Letter of Transmittal Only to File
® Copy Entire Document to File
pENR - WATER OUAUTY
u~ETlAN0.~ M!D STOR!AINATF~ ~RAWCH
**REGULAR MAIL**
Job No.: FFD-06010
ates / ~
nmental/Wetland Scientist
CIVIL ENGINEERING • LAND PLANNING SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 [phone] fax [phone]
www.johnrmcadams.com

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
CORPORATE CENTER APARTMENTS
RALEIGH, NORTH CAROLINA
STORMWATER WETLAND POND #1 OPERATIONAND
MAINTENANCE MANUAL AND BUDGET
FFD-06010
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July 2007 ~4y
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
www.john rmcadams. com
PRELIMINARY
Designed by:
Corey Cavalier, PE
Project Engineer
Stormwater and Environmental Department
Comprehensive Land Development Design Services
We help our clients succeed.

c~~ - ~t ~'~ V2,
``-~ THE JOHN R.
October 4, 2007
Siyace 1979
McADAMS COMPANY, INC.
Ms. Cyndi Karoly ~ ~ ~ ~ Q V LS D
NC Division of Water Quality
1650 Mail Service Center ~ ~ T 0 ~ 2007
Raleigh, North Carolina 27699-1650 DENR _ WATER QUALITY
1NETlANp3 AkD S70R~1W.ATER BRANCH
Re: NWP 39 - (PCN)
Corporate Center Apartments -Raleigh, NC
FFD-06010
Dear Ms. Karoly:
On behalf of Fairfield Development, LLC, we are applying for a Nationwide
Permit 18 and Nationwide Permit 39 for impacts to waters of the U.S to
facilitate the construction of an office and medical park to service the
southeast Raleigh area. The 26-acre project site is located in the southeast
quadrant of the intersection of Corporate Center Drive and Conference Drive,
just east of I-40, adjacent to an unnamed tributary of Richland Creek, in the
Neuse River basin, in Raleigh, North Carolina. Please find enclosed for your
review the following items:
• Pre-Construction Notification
• Signed Agent Authorization
• USGS -Raleigh West quadrangle
• Wake County Soil Survey
• Un-signed Wetland Maps
• DWQ Buffer Determination (DWQ # 07-0174)
• (1) USACE Stream Form /Field Map
• Existing Conditions Map
• Overall Proposed Site Plan
• Impact Map (inset sheets 1-3)
• NC EEP Acceptance Letter
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, Nor[h Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
www.johnrmcadams. com
DWQ ONLY:
• Stormwater Wetland Notebook w. exhibits
• Executed O & M agreement
JURISDICTIONAL DETERMINATIONS: Mr. Jamie Shern with the U.S.
Army Corps of Engineers (USACE) conducted a field concurrence meeting
on April 25, 2007, with Kevin Yates of JRM, to verify jurisdictional waters of
the U.S. (field concurrence notes and unsigned wetland delineation attached).
Ms. Amy Chapman with the NC Division of Water Quality (DWQ),
conducted a field concurrence meeting on January 30, 2007, to verify the
presence of Neuse River stream buffers (DWQ # 07-0174).
Comprehensive Land Development Design Services
We help our clients succeed.

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cyndi Karoly
Corporate Center Apartments
FFD-06010
Page 2
PROPOSED PROJECT: The proposed project consists of an office and
medical park. Construction will also include roads, sidewalks, utilities and other
infrastructure and stormwater management facilities associated with the
development (see overall site plan). Typical construction equipment will be used
such as a front end loader, bulldozer, and paving equipment. The project site
contains mostly re-planted pines, scrubby oaks, with abandoned trash and debris.
Land use within the vicinity is a combination of industrial, office, and residential.
IMPACTS: The proposed development will result in the permanent impact
of 0.03-acre of wetlands utilizing NWP 18 for the berm of a stormwater
wetland and 71 linear feet of unimportant intermittent stream for a roadway
crossing, utilizing NWP 39. There are two areas where a pedestrian bridge is
proposed that will span stream channels, and one sewer line is proposed which
will be installed via directional bore, with no direct impacts to these waters.
The entire project was designed to avoid unnecessary impacts to aquatic
resources while utilizing the remaining site for highly valued office and
medical space. (see overall site plan). A majority of the wetlands, which are
mostly riparian were avoided, and measures were taken to avoid all direct
impacts to buffered streams channels within the site.
ROADS (sheet # 3): There is one road crossing for the entire site, which impacts
71 if of unimportant intermittent, non-buffered stream channel. Pedestrian
bridges are proposed to provide inter-connectivity to the site rather than installing
additional roadway crossings and impacting more streams. Various offsite access
points were acquired to avoid further stream channel crossings.
SEWER (sheet # 2): There is existing sanitary sewer bisecting the site,
located throughout the Neuse River stream buffers, and likely installed prior
to the riparian buffer rules. A sanitary sewer line is proposed to be tied in to
the existing sewer line on the north side of the main tributary, and will be
directionally bored to an existing man-hole.
PEDESTRIAN BRIDGE (sheet # 2 and 3): There are (2) areas where a
pedestrian walkway is proposed to provide interconnectivity to the various
areas of the site, without the installation of major road system and further
stream impacts. These two areas will be steel bridges over these streams.
BMP BERM (sheet # 1): Stormwater wetland burp's will be implemented to
provide stormwater detention and nitrogen removal for the site before it reaches
downstream waters. Due to topographic constraints, the berm of the western
burp is proposed to impact aman-made wetland formed from a relic sediment
basin, which will actually improve water quality in this area due to the gravel

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cyndi Karoly
Corporate Center Apartments
FFD-06010
Page 3
and debris which is currently eroding in to downstream waters. Proper
sedimentation and erosion control methods will be utilized during construction.
NEUSE RIVER BUFFER IMPACTS: There are (2) areas of Neuse buffer
impacts: (sheet #1): Due to topographic constraints, the berm of the western
bmp is proposed to impact zone 1 and zone 2 of the buffer, but will improve
water quality in this area due to the gravel and debris which is currently
eroding in to downstream waters. Proper sedimentation and erosion control
methods will be utilized during construction. (sheet # 2): The pedestrian
bridge and sewer is aligned in the same corridor to minimize buffer impacts to
one single location. This alignment is proposed so that the sewer and
pedestrian bridge can be constructed within the same riparian corridor and still
tie in to the existing man-hole to the north of the creek.
IMPACT SHEET # ZONE 1 ZONE 2 USE
Allowable w/
1 - SW Wetland BMP 0.03 ac. 0.07 ac. Mitigation
2 -Sewer Line (201f) 0.05 ac. 0.02 ac. Allowable
2 -Pedestrian Bridge (20 lf) 0.05 ac. 0.02 ac. Allowable
w/in Sewer corridor
TOTAL 0.13 ac. 0.11 ac.
MITIGATION: The remaining wetlands, streams, and stream buffers are to
be preserved via Deed Restrictions. If further mitigation is required the
applicant proposes to make payment in to the NC EEP to offset the 0.03-acre
of wetlands, 50 liner feet of stream channel, and impacts to the Neuse River
Buffer (NC EEP Acceptance letter attached).
STORMWATER MANAGEMENT: There is no 401 permit required for
this site, but stormwater for this site will be treated utilizing (2) stormwater
wetlands, and will be reviewed by the City of Raleigh. Please find enclosed a
copy of the Operation and Maintenance Agreement for the stormwater
wetlands 1 and 2, as well as detail sheets and drainage maps for this site. Due
to slope constraints level-spreader could not be implemented for this site, so
stormwater wetlands are to be utilized to meet the diffuse flow requirements
and nutrient removal in the Neuse River basin.

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cyndi Karoly
Corporate Center Apartments
FFD-06010
Page 4
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at [phone].
Sincerely,
THE JOHN R McADAMS COMPANY, INC.
. /i~
J. Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Management Group
Enclosures

Office Use Only: Form Version Mareh OS
USACE Action ID No. DWQ No. ~ ~ -' ~ ~ ~ ~' y
(If any particular item is not applicable to this project, please enter Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Suffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 40l Water Quality Certification ^ Express 40l Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 and NWP 18
3. [f this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ® Courtesy Copy for NWP l8
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP} is proposed
for mitigation of impacts, attach the acceptance letter From NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and -the project is within aNorth- Carolina Division of Coastal IVlanagcment Aroma of
Environmental Concern (see the top of page 2'for further details), check here:
'cant Information ~ ~ ~ ~~~~ D
[I. Apph
,~~ pC~ p 5 2001.
1. Owner/Applicant Information
Name: FF_Development LP- Attn: Mc Bryan Condie OENR • WATER C~UAIITY
Mailing Acielress: 7200 W'iscuusin Avenue. Suite l 10~
Bethesda, MD 20814
Telephone Number: 301-654-2884 Fax Number: 301 654-2174
E-mail Address: bryan_condie~ffres.com_
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization totter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:The John R_ McAdams Companv, Attn.: Kevin Yates __
Company Affiliation: Sr. Environmental/Wetland Scientist
Mailing Address:2905 Meridian Parkway Durham North Carolina 27713
Telephone Number:919-361-5000 Fax Number:919-361-2269
E-mail Address:, ates c johnrmcadams com
Updated I t! 1 /2005
Page 5 of l4

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 aI[ .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 Soit Survey with the property
boundaries outlined. Plan drawings, or other maps may he 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 l I by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size constn~ction
drawings rather than a sequential sheet version of the full-size plans. [f 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.
Name of project: Corporate Center
2- ~"F.I:P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0774747883
4. Location
County: Raleigh Nearest Town: Wake
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): The proleet is located in the
southeast quadrant of the intersection of Corporate Center Drive and Conference Drive, 'lust
east of I-40 in Raleigh North Carolina.
5. Site coordinates. (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8508°N 78.8229°W
6. Property size (acres):26 -acres
~_
"7. Name of nearest receiving body of water: Richland Creek
8. River Basin: Neuse - I-IUC 03020201
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at ht~t ;//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: The project site contains mostly re-planted .pines, scrubby
oaks with abandoned trash and debris Land use within the vicinity is a combination of
industrial office. and residential.
uPa~c~a i in~aoos
Page 6 of l4

10. Describe the overall. project in detail,. including the type of equipment to be used: The
proposed project consists of an office and medical park. Construction will also include
roads sidewalks utilities and other infrastructure and stormwater management facilites
associated with the development (see overall site ~lanL Typical construction equipment will
be used such as a front end loader bulldozer and paving equipment.
I I .Explain the purpose of the proposed work: The purpose of the proposed work is to
construct amixed-use office and medical park to service the southeast Raleigh area.
IV. Prior Project History
[f jurisdictional determinations and/or permits have been requested and/or obtained for this
project (inchtding all prior phases of the same subdivision) in the past; please explain. Inclueie
the- USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifrcations 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.LP. project, along with
construction schedules. Mr Jamie Shern with the U.S. Army Corps of Engineers (USAGE)
conducted a field concurrence meeting on Aril 25 2007 with Kevin Yates of JRM, to verify
jurisdictional waters of the U:S. (field concurrence notes and unsigned wetland delineation
attached Ms Am_y Chapman with the NC Division of Water Quality (DWQh conducted a field
concurrence- meeting on 7anuarv 30, 2007, to verify the presence of Neuse River stream buffers
DWQ # 07-0174).
V. Future Project Plans
Are any future permit requests anticipated far this project? If so, describe the anticipated work,
and provide justification t~~r the exclusion ofthis work liuu- the current application.
No future permit requests are anticipated for this project.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. .All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 tray be included at the applicant`s discretion. [f this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VII[ below. IF additional
space is needed for listing or description, please attach a separate sheet.
Updated l U1i2005
Page 7 of t4

Provide a written description of the proposed impacts: The~roposed development will result in
the~ermanent impact of 0.03-acre of wetlands utilizing. NWP l 8 for the berm of a stormwater
wetland and 71 linear feet of unimportant intermittent stream for a roadway crossin>;, utilizinK
NWP 39 There are two areas where a pedestrian bride is proposed that will span stream
channels and one sewer line is proposed which will be installed via directional bore, with no
direct impacts to these waters.
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized. clearing, grading, fill, excavation, Flooding, ditching/drainage, etc. For dams,
..•„l.. I;~r : ..ko rt,~~ kn hnkh ekn~rtnrP ~nrt flnnrlinv
Located within Distance to Area of
Wetland Impact "f e of Wetland
YP 100-year Nearest ImpacE
Site Number "Cype of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) - herbaceous, bog, etc.} (yes/no} (linear feet).
Sheet # t tYWP 18 Cattail -Old Sed. Basin No 20 if 0.03 ac_
Wetland A Fill (Berm for BMP)
_ Total Wetland Impact (acres}
2. List the total acreage"(estimated) of afl existing wetlands on the property: 0.22- acre
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
_ _ impacts.. Stream impacts include, but are not limited to placement of fill or culverts, dam --
--- __ - --
construction, flooding, relocation, stabilization-activities (e.g., .cement walls, rip-rap, crib
walls, 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 -
v.~.ok tin :., ~I nrt PSI 'i'n ~alrnlatP srre~aP multiply length X wihih_ then divide by 43.560.
-- Average
Stream Impact
Stream
Perennial or Stream Impact Area of
Number
'~<im~ T e of Im act
~ P i
Inlernuttent° Width Length Impact
(tndicatr cm neap) Betixe (linear (eel) (sel_ ft.) '
Im act
A) Span -Pedestrian
Sheet # 2 Ut to
Richland bridge Perennial
g) Directional Bore - ~
Creek Sewer
Ut to Unimp.
Sheet # 3 Richland Span -Pedestrian [n[eri[tent / 2
Creek non-buffered
Ut to Unimp_
Sheet # 4 Richland NWP 39 Interittent / 2-S ft 7l 3SS
Creek Koadway non-buffered
Total Stream Impact (by length and area [square feet]) 7l 3SS
Updated l I ~ I %2005
Page 8 of 14

4. Indivtdually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.}. Open water impacts include, but are not limited to
fill Pxravatinn r1rPCluinu flnnrlinu drainage_ hulicheadS_ etc_
Open Water Impact ~
Name of Waterbody Type of Watetbody Area of
Site Number (ifapplicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

N/A
"Total Open Water Impact (acres)
5. List the cumulative impact to all Waters ofllie,.~l.S resulting from the project:
Stream Impact (square feet): 355 sf
Wetland Impact (acres): _ __ 0.03 ac. _-
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.031 ac.
Total Stream Impact (linear feet): 71 perm.
Unimp. Int.
6. [solated Waters
Do any isolated waters exist on the property? ^ Yes ®No -
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size-"of the proposed impact (acres or linear feet). Please- note that this section-only
---
applies to waters that have specifically been determined to be isolated by the USACE.
7. 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
tie described here and illt~~trated on any maps included ~~~itit this applie<<tit~n.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., damJembankment, 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.}:_
Current land use in the vicinity of the
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. [t 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 entire project was designed to avoid uneccessary
impacts to aquatic resources while utilizing the remaining site for highly valued office and medical
Updated I I/It20d5
Page 9 of 14

space (see overall site plan) A majority of the wetlands which are mostly riparian were avoided and
measures were taken to avoid all direct impacts to buffered streams channels within the site.
ROADS (sheet # 3): There is one road crossing for the entire site, which impacts 7l if of unimportant
intermittent nyn-buffered stream channel. Pedestrian brid eggs are proposed to provide inter-connectivity
to the site rather than installing additional roadway crossings and impacting. more streams. Various
offsite access points were acquired to avoid further stream channel .crossings. SEWER (sheet # 2):
There is existing sanitary sewer bisecting the site located throughout the Neuse River stream buffers,
and likely installed prior to the riparian buffer rules. A sanitary sewer line is proposed to be tied in to
the existi~ sewer line on the north side of the main tributaryand will be directionally bored to an
existing man-hole. PEDESTRIAN BRIDGE (sheet # Z anti 3): There are (2) areas where a pedestrian
walkway is Rroposed to provide interconneetivit~to the various areas of the site, without the installation
of major road system and further stream .impacts. These two areas will be steel bridges over these
streams. B1VIP BERM (sheet # I): Stormwater wetland burp's will be implemented to provide
stormwater detention and. nitrogen removal for the site before it reaches downstream waters. Due to
topographic constraints the berm of the western bmp is proposed to impact aman-made wetland formed
from a relic sediment basin which- wilt actually improve water quality in this area due to the gravel and
debris which- is currently eroding in to downstream waters. Proper sedimentation and erosion control
methods will be utilized during~construction.
NEUSE-RIVER BUFFER -IMPACTS: There are (2) areas of Neuse buffer impacts: (sheet #1): Due to
topographic- constraints the berm of the western bmp is proposed to impact zone 1 and zone 2 of the
buffer but will improve-water quality in this area due to the gravel and debris which is currently eroding
in to downstream waters. Proper sedimentation and erosion control methods will be utilized during
construction. (sheet # 2~ The pedestrian bridge and sewer is aligned in the same corridor to minimize
buffer-impacts to- one single location. This alignment is-proposed so that--the sewer and pedestrian.
bride can be constructed within the same riparian corridor and still tie in to the existing man-hole to the
VIII. iVlitigation
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 t50 linear. feet of total impacts to perennial
streams.
USACE - [n accordance with the Final Notice of [ssuance and Modification of Nationwide
Permits, published in the Federal Register on January t S, 2002, 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 vahre of the impacted
aquatic resource wi1e~-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.
u~zcea i i i i zoos
Page 10 of l4

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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also e#ioose 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/strm gide.htm 1.
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.
The remaining wetlands streams and stream buffers are to be preserved via Deed
Restrictions If further mitigation is required the applicant proposes to make payment in to
the NC EEP to offset the 0 03-acre of wetlands 50 liner feet of stream channel, and impacts
to the Neuse River Buffer (NC EEP Acceptance letter attached).
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(9l9) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are wilt=to accept payment foi- €he mitigation must be attached to this form. For
additional information regarding the application -process for the "NCEEP, check the NCEEP
website at http://li2o.enratate.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 50
Amount of buffer mitigation requested (square feet): Zone 1_ 1395 /__Zone 2: 2,908__
Amount of Riparian ~~u[fand mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres): 0.03-acre. -
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Dacumentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) [and? Yes ^ No
2. 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 ^
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Page t l of 14

3. 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 Impl~cts 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)? Yes ® No ^
2. If "yes", 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 Multiplier Required
- - (acres) Mitigation
I 0.08 (3566 sf) 3 (2 for Catawba) 4,185 sf
_ 2 0.09 (12,443 sf) 1.5 4,362 sf
Total I 0.17ac. /t6,009 sf I ~ 8,547 sf
* Zone t extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone t.
IMPACT SHEET # ZONE 1 ZONE 2 USE
Allowable w/
1 - SW Wetland BMP 0.03 ac. 0.07 ac.
Mitigation
2 -Sewer Line (20 If} 0.05 ac. 0.02 ac. Allowable
2 -Pedestrian Bridge (20 1f)
0.05 ac. 0.02 ac. Allowable
w/in Sewer corridor
TOTAL 0.13 ac. 0.11 ac.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Buffer mitigation is proposed by making
payment in to the NC EEP (NC EEP acceptance letter attached).
XI. Stormwater (required by DWQ)
Updated l l; l/2005
Page 12 of 14

Describe impervious acreage (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. If percent impervious surface exceeds 2'0%, please provide calculations
demonstrating total proposed impervious level There is no 401 permit required for this site, but
stormwater for this site will be treated utilizing (2) stormwater wetlands, and will be reviewed by
the City of Ralei~,h Please find enclosed a cony of the Operation and Maintenance Agreement
for the stormwater wetlands I and 2, as well as detail sheets and drainage maps for this site. Due
to slope constraints level-spreader could not be implemented for this site so stormwater wetlands
are to be utilized to meet the diffuse flow requirements and nutrient removal in the Neuse River
XII. Sewage Disposal (required by DWQ)
- Clearly detail .the ultimate treatment methods and disposition (non-discharge or discharge) of
4vastewater generated from the proposed project, or available capacity of the subject facility.
Will tie in to exiting Sanitary Sewer System -
XIIL 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 ® -
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
II~ ~~es, p(~as~ submit a yualitati~~c yr yuantitati~~c cuinulati~~e impact analysis in acwrda~tce ~~•ith
the most. recent North Carolina. Division of Water Quality policy posted- on our. website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This site is relatively land-locked and there is development on all sides so there is no additional
development associated with this proiect that could impact downstream water duality
XV. Other Circumstances (Optional):
. -;,F
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).
Updated 1 I / (!2005
Page 13 of 14

/ ~
~~
Appficant/Agent' ignature Date
(Agent's. signature is valid only if an authorization letter from the applicant is provided.)
Updated 1 l/1/2005
Page 14 of l4

Since X979
THE JOHN R. McADAMS COMPANY, INC.
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: Mr. Bryan Condie
Address: FF Development LP; 7200 Wisconsin Ave, Suite 1108, Bethesda, MD 20814
Phone: 301)_ 654-2884
Project Name/Description: Corporate Center Apartments; FFD-06010
Date: August 23, 2007
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Attn: Mr. Jamie Shern
Field Office: Raleigh Regulatory Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner/agent, hereby designate and authorize The John R. McAdams
Company, Inc. to act in my behalf as my agent in the processing of permit applications, to
furnish upon request supplemental information in support of applications, etc. from this day
forward. The Z ~ day of ~~ ~ 2007.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to
arrange a site meeting prior to visiting the site.
Print Property Owner/Agent Name
cc: Ms. Cyndi Karoli
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Prope er/Agent Signature
CIVIL ENGINEERING • LAND PLANNING • S U R V E Y I N G
PO Box 14005 Research Triangle Park, NC 27709 • [phone] • fax [phone]
www. johnrmcadams.com

~- ~ F~ ~
AnB2 - APPLING GRAVELLY SANDY LOAM, ~ TO b A5 SLOPES, ERODED
- APPLING GRAVELLY SANDY LOAM, b TO 10 A5 SLOPES 0 ~~~a~~ rn~
2 - APPLING GRAVELLY SANDY LOAM, b TO 10 SG SLOPES, ERODED u \;J '~`I
ApD - APPLING SANDY LOAM, 10 TO 15 56 SLOPES
GeD -GEGIL SANDY LOAM, 10 TO 15 SG SLOPES
GeF -GEGIL SANDY LOAM, 15 TO 45 AS SLOPES QC~ ~ 5 2407
GgG -GEGIL GRAVELLY, SANDY LOAM, b TO 10 5i5 SLOPES Z
Wy - WORSHAM SANDY LOAM
UENR - WATER QUAUIY
EXHIBIT 'B' ~~pg~pSTORMN'ATERgRANC~

~ PROJBCT NO. FPO-OF)OtO
PILBNAMB: FFp06010X
CORPORATE CENTP'RAPAR1MENrS THE JOHN R. McADAMS
COMPANY, INC.
ENGINEERS/PLANNERS/SURVEYORS
a
d
y
~ SCALE:
~' = SOON
DATE:
~ ~ ~~6~~6 wAKE coUN1Y sou, sURVEY
DAi • iI
i~[fliFilCTil. NORTH CAROIdNA
RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 Z[P 27709-4005
(9l9) 381-5000

D

EXHIBIT 'A" J

PROJECT N0. FFD-000tO THE JOHN R. McADAMS
'
~' PILENANH:
FF
06010X
S
CORPORATE CENIERAPARIMENI
COMPANY, INC.
„
9 D ENGINEERS/PLANNERS/SURVEYORS
S~ALH: RALEIGH WEST QUAD
~ AS SHOWN
AROLINA RESEARCH TRIANGLE PARK, NC
Rox 14005 ZIP 27709-4005
o
P
~ RALEIGH. NORTH C .
.
~ DATE: "/OS/Oi) [phone]
aC}~ 0 0.0~ 0.18 0.27 0.36 0.45 roi
Q~~ d 5 ~' 35° 47' 36"N, 78° 44' 24"W (NAD83/WGS84)
Wi{~C-AM (Raleigh), USGS Raleigh West (NC) Quadrangle i,,~,,.-;, ;s r_,
O~N~.y~SSEA~y Projection is UTM Zone 17 NAD83 Datum t`,=-J...,2°.
y,~ilAN05 AND

O~ rF9 Michael F. Easley, Governor
O~ pG William G. RossJr.; Secretary
~ r North Carolina I}epartment of Environment and Natural Resources
>_ ~ -i Alan w. Klimek, P.E. Director
Q _ ~ Division of Water Quality
February 7, 20Q7
- DWQ # 07-0174
Wake County
FEQ ~ a 2~~7
Mr. Scott Schlosser /~' ~~ -G'~L`t
Regional Development Manager n~ t ~c~ ~~ ~~L~~~f
Fairfield Residential, LLC ~~ ~ t!`'L"~
56LCarteeay Trace
Ellijay, GA 3053.6
Subject Property: Centerview Corporate Center FFD-06010, Raleigh, NC
On-Site Determination for Applicability to the Neuse Riparian Area Protection Rules (15A NCAC ZB
.0233)
Qn January 30; 2007, the request of your consultant, Kevin Yates, an on-site determination was conducted to
review 3 stream features located on the subject property for applicaCifiityto the Neuse Buffer Rules (15A NCAC
2B .0233). The featuresare labeCed as "C", "D", and "E" on the attached map; initialed by Amy Chapman an
February 1, 2007. The Division of Water Quality. (DWQ) has determined that the following:
• Feature "B" is an intermittent stream and is therefore subject to the_Neuse Buffer Rule from the flag
labeled, "Start B" (N745D08, E2077$02).
• Feature "D" is a perennial stream and is therefore subject to the Neuse Buffer Rule at the discharge point
of the pipe from the flag labeled, "D Stan RCP".
• Feature"C" is an intermittent stream and is therefore sum to the Neuse Buffer Rule from the flag.
labeled "Start C" (N744887.6t, E2077524).
• Feature "E" is ephemeral and is therefore not subject to the Neuse Buffer Rule.
This an-site determinatian replaces. the previous on-site determination letter dated February 2, 2007 and shalt
expire five (5}years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ-that a surface water exists and that
it is subject to the buffer rule may request a determination by the Dirdctor: A request far a determinatian by the
Director shall be referred to the Director. irr writing c/o Cyndi I~aroly, DWQ 401 OversightLExpress Review
Permitting Unit, 2321 Crabtree Blvd:, Raleigh, NC 27604-2260. You. must act within 60 days of the date that you
receive this letter. Applicants. are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners} is notified of this decision.. This. determination is
final and binding unless you .ask for a,hearing within 60 days.
This fetter only addresses the applicability to the. buffer rules and .does not approve any activity wthin.the buffers.
No~` Carolina
401 Oversight/Express Review Permitting Unit `' ' ""L`lfrajjt~
1630 Maik Seivice Center, Raleigh, North Carolina 27699-1650.
2321 Crabtree Boulevard; Suite 250, Raleigh, North Carolina 29604
Phone: [phone] /FAX [phone] /Internet: htto~//h2o enr state nc. sln_ti Lwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycledll0% Post Consumer Paper

Mr, Scott Schlosser
Page2of2
February 7, 2007
Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have
any questions, please'contact Amy Chapman at 919.715.6823.
Si rely,
Alan W. Klimek, P.E.
A W K/cbk/asc
Attachments: NRCS Soil Survey Map
cc: Mike Moran, DWQ, Raleigh Regional Offce
Mx. Kevin Yates; John R, McAdams Company, Inc.; PQ Box 14005; Research Triangle Park, NC 27709-
4005.
File Copy
Central Files
File Name: 070174CenterviewCorporateCenter(Wake)DET

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~ ""°°` }4 tFO-oemo ~ 70ffiJ R. McADAbi5
'°"'°' . ~noemox CU32PORA3E CL2vIEf2.APTS COMPANY, INC.
""" t" .boo' WABB COLINII SOIL. SCTKf>~Y /nvnm/suArsron
°`° „ i~ ~~ RAtEiCH. NOKffi CARQTIPIA r~m~e~ wax ~,-a~ e~~

USACE A[D#_
-off - 0~~~4 V2
DWQ #
Site # (indicate on attached map)
4,~„ STREAM QUALITY ASSESSMENT WORKSHEET ~_
Provide the following information for the stream reach u/n~der assessment: / i /~~
1. Applicant's name: ~~.~ O . e ~ CL ~ 2. Evaluator's name: ~ y, ((/Q'~ ~ ~~~
3. Date of evahiation: UY Z 3~,~0 7/ . 4. Time of evaluation:~~-•ti
5. Name of stream: vL~ ~`d r1 ~ ~~(~.~~~-~r 6. River basin: ~~ ulC
7. Approximate drainage area: ~ 8. Stream order: /'r~
9. Length of reach evaluated: "~ ~ ~U ~ `~" 10. County: ~w/,~
1 1. Site coordinates (if known): "prefer in decimal degrees. 12. Subdivision name. (if any):
La[itnde (ex_ 34.872312): Longitude (ex. -7755661 I
Method location deterntined (circle): (}PS Topo Sheet Ortho (Aerial) Pho[o/G[S Other G[S O[her
13. Location of reach under evaluation (note nearb roads and landmarks and attach-map identifying stream(s) location):_______
~u r,~a~4~e ~<ti~P~ ~~ ~ ~U~ ~~~C~ce ~~. ~ ~,t1<3 ~- ~~~~ , ~~2~r ~-~~~S~J
14. Proposed channel-work (if any):
15. Recent weather cottditi
16. Site conditions at time of visi
~-vE (`
l7. Identify any speciat waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
Trout Waters -Outstanding Resource Waters /t~tutrient Sensitive Waters -Water Supply Watershed (f-IV}
l8. is there a pond or lake located upstream of the evaluation point? YES NO if yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDt1 Soi( Survey?
2 L Estimated watershed land use: % Residential 7~~Commercia! % Industrial _
YES
_% Agricultural
O % Forested ~ ~ % Cleared /Logged % Other (____-__
22. Bankfull width: ~ ~'h 23. Bank height (from bed to top of bank): l~~
24. Channel slope down center ofstream: -Flat (0 to 2%) Gen[te (2 to 4%) ~derate (4 to t 0%) -Steep (> 10%)
25. Channel sinuosity: Straight Occasional bends ~equent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. if a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a Forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality. // _/ /~ `~
"l'otal Score (from reverse): ~ Comments: G{2~Fa ifJJ`' ~~/~a., I~i~+ .~lr~
i i -c~
Evaluator's Signature ~,~'~t~ Date ~~ :Z~ ~J
"This channel evaluation form is intender o be used only as a guide to assist landowners and a vironmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does no[ imply a
particular mitigation ratio or requirement. Form sub}ect to change -version 06/03. To Comment, please call 91.9-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
,~

1tir~ ~ :'~..
~
2
~ "
l~!
~~t~~t~t•
" ''
~~#~~ ~~ ~
.
:
» -T
„
: {
`3
. 5.
f~ t .4 -..~-a_:~

~ t ' Pifesettrce of flaw! persistent pools iu stre;tnr d_ S 0 - 4 Q
S
Y ~ no flc~wor salutation = 0- strop flow = max Dints -
` Evidence of past human alteration '
0
0
S
4 S
z extensive aiteraEion _ 0; na alteratiau =-max Dints _6 -
3 Riparian zone 0- 6 0- 4 0- 5
no buffer = 0- Conti uous, wide buffer =max. Dints
d Evidence of nutrient or chemical discharges 0 - S 0 -4 0 - 4
extensive disehar es = Q- no disehar es = max Dints
S Groundwater discharge 0 -3 0- 4 0- 4
no disehar e = 0; s rin ,see s, wetlands, etc_ = max Dints}
~ ~ Presence of adiacent ftoodplain p _,~ 0 - 4 0 - 2
na flood lain 0; extensive flood lain = max Dints
Entr
ch
t / fl
d
lai
c
7 en
men
oo
p
n ac
ess 0- S 0- 4 0- 2
~'' dee I entrenched = 4; free cent floodin = max Dints}
8 Presence of adjacent wetlands
' 0- 6 0- 4 0- 2 3
no wetlands = O; la a ad
acent wetlands = max Dints-
.. ~ Ghannet sinuosity 0 -S 0 - ~! A - 3 3
extensive channetization = Q; natural meander= max Dints

l0 Sedrmentinpnt
0 - S
0 -~1
0 - 4
extensive de osifion= 0; little or no sediment = max amts}

I l Size & diversity ol'channel bed substrate r
N-~l
0- 4
O -S
fine, homo enous; 0; la e, diverse sizes = max rots}
_

'

12
Evidence of channel incision or widening
- _

0-S

- 0-d

0-S

~
,
>r _ dee l mcised = 0; stable` bed & banks = max: mts) - -
,,~'~ 13 Presence of major bank failures - 0- 5 0 5 0 - S
~
severe erosion = 0;; no erosion, stable bantcs -max Dints) -

[4 Root depth and density on banks -_
0 3
0:-4
0-S - -
~,:, ~ no visibte roots = 0; dense roots throu Qnt = max Dints

1 S Impact by agriculture, livestock, or timber production
0 - 5
0 - 4
0 - S
substantial im act =0; no evidence = max Dints
1 ~ "Presence of riffle-poolfripple-pool complexes _ 0 - 3 0 - S 0 - 6
~ no rtfflesfrr ies or Dols = 0; well-developed = max pornts}
~
t7 Habitat comptexity
0-6
0-6
0-6 - _

3
little or no habitat= 0; fre cent, varied habitats = max Dints)

E8 Canopy coverage over streambed

no,shadin ve ehation = 0; continuous cano ° max Dints
0-S
0-S
0-S

t 9 Substrate embeddedness
~~~
0 - 4
0 - 4
{ dee t embedded = 0; loose structure = rnax
Presence of streanit invertebrates (see page 4) ~
20
no evidence = 0• common: numerous es = max Dints 0 - 4 0 5 0 - S
(~ 2 t Presence of amphibians d 4 0 4 0- 4
O no evidence = 0; common, numerous es = max Dints

'<~
22 Presence of fish
0-4
Q-4
0-4
na evidence = 0; common; .numerous. t es = max Dints

23 Evidence of wildlife use 0 6 0- S 0'- S 3
no evidence = 0; abundant evidence= max points}
--- -

.. T4ta~ Points ~'QSSiale l00 l00 IOQ ` -.~:
TO'I`tL~, SCORE (also enter €tn first ~rige}
* These characteristics are notassessed in coastal streams.
-~ ~ ~ ~d~t~~~
SD
~'J
~~

^I'~ S T~-~ PQCr

lYotes on Characteristics Identified in Assessment Worksheet
I . Consider channel flow with respect to channel cross-sectional area (expected flow}, drainage area, recent precipitation, potential
drought conditions, surrounding land use, possible water withdrawals, presence of impoundments upstream, vegetation growth in
channel bottom (as indicator of intermittent flow), etc.
2. Fluman-causedalterations may include relocation, channelization, excavation, riprap, gabions, culverts, levees, berms, spoil piles
adjacentto channel, etc.
3. The.riparian zone is the area of vegetated land along each side of a streatit or river that includes, but is not limited to, the
floodplain. Evahtation should consider width of riparian area with respect to Floodplain width, vegetation density, maturity of
canopy and understory, species variety, presence of undesirable invasive species (exotics), breaks (utility corridors, roads, etc.},
presence of drainage tiles, logging activities, other disturbances which negatively affect function of the riparian zone.
4. Evidence of nutrient or chemical discharges includes pipes, ditches, and direct draining from commercial and industrial sites,
....agricultural fields, pastures, golf courses, swimming pools, roads, parking lots, etc. Sewage, chlorine, or other foul odors,
discolored water, suds, excessive algal growth may also provide evidence of discharge.
5. Groundwater discharge may be indicated by persistent pools and saturated soils during dry weather conditions, presence of
adjacent wetlands, seeps, and springs feeding channel, reduced soils in channel bottom.
6. Presence of floodplains may he determined by topography anti the slope of the land adjacent [o the stream, terracing, the extent of
development within the floodplain, FE~iA designation if known, etc.
7. Indicators of floodplain access include sediment deposits, wrack lines, drainage patterns in floodplain, local stream gauge data,
testimony of local residents, entrenchment ratio, etc. Note that indicators may relic and not a result of regular flooding.
8. Wetland areas should be evaluated according to their location, size, quality, and adjacency relative to the stream channel, and
may be indicated by beaver activity, impounded or regularly saturated areas near the stream, previous delineations, National
Wetland Inventory maps, etc. (Wetlands must meet criteria outlined in t98? delineation manual and are subject to USACG approval.)
9. Charnel sinuosity should be evaluated with respect to the channel size and drainage area, valley slope, topography, etc.
10. To evaluate sediment deposition within the channel consider water turbidity, depth of sediment deposits forming a[ point bars and
in pools, evidence of eroding banks or other sediment sources within watershed (construction sites_ inetlective erosion controls). in
rare cases, typically downstream of culverts or dams, a sediment deficit may exist and should be considered in scoring.
1 l . When looking at channel substrate, factor in parent material (presence of larger particles in soil horizons adjacent to the stream), average
size of substrate (bedrock, clay/silt sand, gravel, cobble. boulder, etc.}, and diversity of particle size (riprap is excluded}. _
l2. indications of channel incision and deepening may include a v-shaped channel bottom, collapsing banks, evidence of recent
development and increased impervious surface area resulting in greater runoff in the watershed.
13. Evaluation should consider presence of major bank failures along the entire reach under evaluation, including uprooted trees on
banks, banks falling into channel, formation of islands in channel as they widen, exposed soil, active zones of erosion, etc.
14. increased root depth and density result in greater bank stability. Consider the depth and density that roots penetrate the bank
_ relative to the amount of exposed soil on the bank and the normal water elevation. __
I ~. Assessment of agriculture, livestock, and/or timber production impacts should address areas of stream bank destabilization,
evidence of livestock in or crossing stream, loss of riparian zone to pasture or agricultural fields, evidence of sedirent or high
nutrient levels entering streams, drainage ditches entering streams, loss of riparian zone due to logging, etc.
16. Riffle-pool steps can be ider-tified by a series of alternating pools and riffles. Abundance, frequency, and relative depth of riffles
and pools should be considered with respect to topography (steepness of terrain) and local geology (type of substrate).
Coastal plain streams should be evaluated for the presence of ripple-pool sequences. Ripples are bed forms found in sand bed
streams with little or no gravel that form wider low shear stress conditions, whereas, dunes and antidunes form under moderate
and high shear stresses, respectively. Dunes are the most common bed forms found in sand bed Streams.
17. Habitat complexity is an overall evaluation of the variety and extent of in-stream and riparian habitat. Types of habitat to look
for include rocks/cobble, sticks and leafpacks, snags and logs in the stream, root mats, undercut banks, overhanging vegetation,
pool and riffle complexes, wetland pockets adjacent to channel, etc.
18. Evaluation should consider the shading. effect that riparian vegetation will provide to the stream during the growing season. Full
sun should be considered worst case, while good canopy coverage with some light penetration is best ease.
19. Stream embe<Idedness refers to the extent that sediment that has filled in gaps and openings around the rocks and cobble in the
streambed. The overall size of the average particle in the streambed should be considered (smaller rocks wilt have smaller gaps).
20. Evaluation should be based on evidence of stream invertebrates gathered from multiple habitats. Scores should reflect
abundance, taxa richness, and sensitivity of stream invertebrate types. (see attached examples of common stream invertebrates on page
~t ).
21. Evaluation should include evidence of amphibians in stream channel Tadpoles and frogs should receive minimum value, while
salamanders, newts, etc. may be assigned higher value.
22. Evaluation of fish should consider the frequency and, if possible, the variety of different fish taxi observed.
23. Evaluation of wildlife should include direct observation or evidence (tracks. shells.. dfoppings, burrotivs or dens, hunting stands, evidence
of lishing. etc.) of any animals using the streambed or riparian zone, to include small and large mammals, rodents, birds, reptiles,
insects, etc.

Common Stream Invertebrates
Cnncitive Taxes - Pnllntinn cPn:citive nraaniems that may he found in good quality water.
k ,3 -~x(~~~-awe r
~k l~ f,~ iF. f_
_ ~~` ~ ~ l
~ ~ /-
Caddisfly Mayfly Stonefly Dobsonfty
( l _~
_ I ~ i ~~
2iffle Beetle Water Penny Gilled Snail
Cnmvwh;~t Tnler~nt T,rxa 3- ComFwh~t pollution tolerant organisms that may be found in good or
y, ;~
f~` n
`~~ ,~
~.;
:i
:~ ~ ~y'
Beetle Larva _ Clam sowbug
~ ~ ~ ~,
Crayfish Damselfly Nymph
'I'ol
Scud Uragon Fly Nymph
grant l axes - t'ouutlon tolerant organisms tnat may ne rouna In any uaury wa
f
c ~:
.ter.
Blackfly Larva Leech Midge Fly Larva
to
;~ ~
Aquatic Worm Pouch & Pond Snail
_ ~raneny _
- __~ ~
~ _
4

GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
BOOK OF MAPS 1999, PAGES 29,
-BOOK OF MAPS 1998, PAGE 304, AND
DEED BOOK 871fi, PAGE 934.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) WETLAND LINES WERE DELINEATED IN -THE FIELD
BY JOHN R. MCADAMS COMPANY INC.
5.) SEE PAGE 6 FOR POINT DATA TABLES.
This certifies that this copy of this plat identifies as waters of the U.S., or
wetlands, all areas of waters Of -the.. U:S., .including wetlands, regulated
pursuant to Section 404 of he Ocean Water Act as .determined by the
undersigned on this date. Unless there is a change in the iaw, or our
published regulations, #his determination of Section 404 jurisdiction may be
relied upon for a period. not to exceed five years from #his'date. This
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual.
{name)
(title)
(date)
!, John R Pickens, a North Carolina Professional Land Surveyor,
do hereby certify that this map :was prepared under my supervision
and shows the locations of Section 404 Jurisdic#ional Areas as
.delineated by John R. McAdams In
'ti~jiiliiltill/p_~ ~,
Q'~,~C.l; Ffi
~a~ ~ A hn R. Plekens,'1'LS L-3297
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LEGEND
0 EXISTING IRON PIPE
Q IRON PIPE SET
^ EXISTING CONCRETE MONUMENT
~ CALCULATED POINT
Q~c~~ad~p
ocT o s Zoos
DENR-WA'I~R auAUTY
WETI,pI1D9M~ STOft!~ATER 9RANCH
a
U~~
1
4 ~ ~
1
U 1
TOTAL WETLAND AREA: TOTAL LENGTH OF ALL ~~ ~ l 1 T Y 2,
0.22 ACRES STREAM CHANNELS:
(9,?21 SQFT) 2,194.58'
GRAPHIC SCALE
TOD 0 50 100 200
1 inch = 100 ft.
NOW OR FORAERLY
BRIGHT NOPoZONS
amnRQls camp
OB 782, PO 318
8011 18D7, PO 781
LOT 3
I
I

PAGE 1 OF 6

~ 1
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NDW OR FORMERLY I NOW ae Fat11ERLY 1 >~ & EVIWS
1 IIA7IHEMI I 1 MAi1HEW 1 DB YB07, PC 108
51EP1µNS t MRON I STEP1871S ~ / 1
1
OB e427. P~0S285 j ~ S~ 1

ibis certifies that this copy of this plat identifies as woters of the U.S., or
wetlonds, all oreas of waters of the U.S., including wetlonds, regulated
pursuant to Section 404 of the Ocean Water Act as determined by the
undersigned on this date. Unless .there is a change in the law, or our
published regulatjons this determination of Section 4O4 jurisdiction may be
relied upon #or a .period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual
(name)
{title)
(date)
I, .John R Pickens, a North Carolina Professional Land Surveyor,
do hereby certify that this map was. prepared under my supervision
and shows the locations of Section 404 Jurisdictional A as as
delineated by John R. McAdams.Inc.
_ ~ i'~
Joh .Pickens, PLS L-3297
t(~
ae
~,y~ltttfttl/J
TIE LINE TABLE
UNE 9EARiNG LENGTH
T1 S 54'43'33" E 179.21'
T4 N 89'11'22" W 178.35'
T5 S 79'05'36" YV 170..43'
T6 N 14'35'23" E 78.63'
T7 N 78'44'18" E 86.90'
~~1 B/A
~ ,
~ ~ s
~ s ~" d
_ SEAL
~ L-329~j~
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''~~' RAY ~ ,~*``
POINT NG EASIING
WA1 744938.$9 2077583.57
WA2 744948.01 2077571.06
WA3 744934.89 2077556.76
WA4 744924.31 2077 72.50:
W 5 744912.77 2077578.50
WA6 744898.18 2077'888.68
-WA7 7449D9.45 2077607.33
WA 744923.3'1 2077611.69
WA9 744929.9D '2077595:55
CURVE TABLE
CURVE RADIUS ' LENGTH CHORD BEARING CH. D1ST.' DELTA TANGENT
C3 24.88' 39.07 S 64'2'15" W : 35.18 89'58'54" 24.87
C4 1073.8D' 337.20' N 61'28'53" W 335.82 1759'33" 170.00'
WA3 ---~ ,:
WA4
WA5
LEGEND
Q EXISTING IRON PIPE
p IRON PIPE SET
fX1S11NG CONCRETE MONUMENT
CALCULATED POINT
WETLAND A
GRAPHIC SCALE 1,2D2 syft
50 0 35 50 100 0.03 ac
1 inch _ 50 ft.
3349
3350 3347
3344
343
3348
STREAM B
(UNIMPORTANT)
LENGTH: 400.9'
3437
3439
3 344{1
3~4 3443
.f?/~~~
~E LINE
3396
3396
0~~151~V~5111.
,_1
OCT 0 5 Zpp~
3567
342! '' ' 3415 DENR-wATER01;r~ITY
WA93449 '
p
F~ ~~~,>'6R@RA
r~; /
\ 3451 3479 NCh $
3476 ~,
WAB 3452 3460
3481
~ WA7 3486 ~$
3484

x
WA6
3488 3487

PAGE 2 OF 6
GENERAL NOTES
1.) THIS 1S NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
G5 BOOK OF MAPS 1999, PAGES 29,
BOOK OF MAPS 1998; PAGE 304, AND
028' DEED BOOK 6716, PAGE 934.
~~ Ogg f 3.) COORDINATES SHOWN HEREON ARE BASED ON
~ QONF~~FIV 4) BY~JDHN{ RN MCADAMS COMPANY NCTHE FIELD
~ CF OR~~'F 5.} SEf PAGE 6 fDR POINT DATA TABLES.
3369 ti~f~ sQ'A~
J W
~ c4
mJ 3362
358
Q MN 3359
h
co N 3357
~" 3356
~u o,
3329
Q ~ 33P8
o,
~W ~
~?
w STREAM A 3335
o~ (IMPORTANT) 3334
Q LENGTH: 396.67'
^ 3338 3337
V ~ i
V TS~,~'~
~~ LINE
~~~'' -T4 ---
- - - - - - - TIE LINE 3341
~ 3417
~ 3419
r, STREAM C 34eo
3421...
~~~~F\~ LENGTH©R67~?~)
~ 3422
~ 3423
~ ~ WA2 3424
~ \ / WAl
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rj o ~1~ o
~ ~ ~ ~
« o
~t~~en~Is

This certifies that this copy of this plat identifies as waters of the U.S., or
wetlands, oN areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Ocean Water Act as determined by the
undersigned on this date. Unless there is a change in the law, or our
published regulations, this determination of Section 404 jurisdiction may be
relied upon for o period not to exceed five years from this date. Tfiis
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual.
(name)
(title)
(date)
I, John R Pickens, a .North Cnrofina Professional Land Surveyor,
do hereby certify that this mcp was prepared under my supervision
and shows the locations of Section 404 Jurisdictional A as as
delineated by John R. AlcAdams 1
`,`~~~~~4,~G~,r~rv, l~rt. J R. Pickens, PLS -3297
~'
o F, e
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POINT N~RiH1NG FASTING
WB1 TT SHOT 44706.1 20778028
WB2 744708.4 " 2077816.8
WB3 7` 708.8 2077828.1
WB4 744698.0 2077836.7
WB5 744678.3 3077861.0
WB6 744658.9 2077848.0
W67 744634.5 :2077845.0
W68 74461$.5 2077863.0
WB9 744609.9 2077872.0
W810 744581:4 .2077907:7
WB11 744569.7 2077906.9
W812 744544.8 2077915.9
WB13 7 520.2 2077892.6
W814 7; 29.0 2077869.5
WB15 7 4553.4 2077859.0
W616 744573.0 2077857.5
WB1fi 744598.0 20778 27
W817 744648:2 2077842.2
WB18 744641:5 2077821.5
W619 744672.9 2077821.5
WB20 744688.4 2072830.4
W621 744692.7 2077817.6
WB22 744699.6 2077$03:5.
LEGEND
0 EXISTING IRON PIPE
p IRON PIPE .SET
^ EXISTING CONCRETE MONUMENT
• CALCULATED POINT
3480
3484 3486
3488 348'
3491 _ 3493
349 " "
3501 3500
350;
3504
3509:
3535
STREAM A
3538 {IMPORTANT)
17 LENGT7•i: 492.23'
3542 3544
'v1B1 TT SHAT
-3550 3549 I
^cc^ WB2 WB3
3629^ ~ WB4
3627 WB22 ,
WB21
- WB20
3660 W$19 WB5
,~
3b59 WB6
_ WBIS
366 WB7
3663
1JB17
TfE LINE TABLE
llNE BEARING LENGTH
T2 ' S 80'04'24" 296.09'
GRAPHIC SCALE
5D 0 I5 50 100
1 inch = 50 ft
WBS
WB9
' WB16
3773
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON
BOOK OF DAPS 1999, PAGES 29,
BOOK OF MAPS 1996, PAGE 304, AND
DEED BOOK 8716, PAGE 934.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4.) WETLAND LINES WERE DELINEATED IN THE FlELO
BY JOHN R. MCADAMS COMPANY INC.
5,) SEE PAGE 6 FOR POINT DATA TABLES.
Q~~~a~~~
ocr o s zoos
WETLAND B
t,343 sgft ~~NR~WS ^T~ n,
0.15 ac
WB10
WBIl
~~~-0
T2 ,~-V
WB12 TIE t}NE
88 WB13
3786 3798
3784 .3799
3785
PAGE 3 OF 6

375b
3758
3757 3761
3763
3764
3766
3771 ~
3768 !
3769
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This certifies that this copy of this plat identifies as waters of the U.S., or
wetlands, all areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Ocean Water Act as determined by the
undersigned on this date. Unless there is a change in the law, or our
published regulations, this determination of Section 404 jurisdictign may be
relied upon for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual.
3773 y
(name) 37
(title)
(date)
I, John R Pickens, a North Carolina Professional Land Surveyor,
do hereby certify that this map was :prepared under my supervision
and shows .the locations of Section 404 Jurisdictional ~as~s
delineated by John R. McAdams ink ~ n / / ~.
y p.....«
''~~ ~ ~~~
,f ~l411t1{il
r~~~
r
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l'
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Jo R. Pickens, PLS L-3297
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ae
POINT NORTHING FASTING
WC1 744443.3 077960:1
WC2 744410.0 2077958.3
WC3 744388.0 2077955.0
wc4 744402.0 2n7797e.s
WC5 744416.2 2077979,6
WC6 744422.6 207 85.8
WC7- TT- CH 744448.6 2077991.7
TIE LINE TABLE
LINE: BEARING LENGTH..
T3 S 29'34'33" E 2?4.29'
TB S 09'5703" W 214.21'
T9 S 81'4711" E 150.41'
710 N 82'45'06" E 130.98'
Tlt ,N 34'09'30" E 84.88'
3779
3788
37873786
3784
3785
3797 3796
3so1
3815
3802 3803
5714
5703
5705 707
5701 711
5706
-5679
STREAM A
(1MPORTANTj 5683 56
LENGTH: 618.21'
5685
5662 5674
5661
67:
5660 5669
-5668
5656
5657 5667
5649 5651
~~ 5646
56.47
5625
56~
5626
5616
561
LEGEND
O EXISTING IRON PIPE
p (RON PIPE SET
f] EXISTING CONCRETE MONUMENT
• CALCULATED POINT
GRAPHIC SCALE
50 0 25 50 tOD
II
1 inch = 50 ft.
3798
- 3799
- 3800
3814 36163808
3807
~~WC1~
3805 '
WC2
12
5709 '
GENERAL N()TES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY ONES SHOWN HEREON ARE BASED ON
BOOK OF MAPS 1999, PAGES 29,
BOOK OF MAPS 1998, PAGE 304, AND
DEED BOOK. 8716, PAGE 934.
3.) COORDINATES SHOWN HEREON ARE BASED ON
NC GRID (NAD 83).
4) WETLAND LINES WERE DELINEATED IN THE FIELD
BY JOHN R. MCADAMS COMPANY INC.
5.) SEf PAGE 6 FOR POINT DATA TABLES.
WETLAND C
1,676 sgft
/0.04 ac
STREAM D
wc7- TT- cH (UNIMPORTANT)
~ /LENGTH: 61:82'
WC6 5746
5744 5742 5737
WC5 74'
5738 5733
WC4 start ~
3 97
~ \ intermittent
WC3 channel
\\
\\
\
684 \
~\
~~\ ~~
5fi70 ~~\
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5627 710, ~ - - "~ /
5642 TIE t_INE ~
560.6 ~
~ ~~
5608 ~~/ v
5598 ~~~"
5612 546 5517 5514
5593"'
5590
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KKKK LLC
DB 10934, PG 868
BOM 1989, PG 29
LOT 6
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n s NATHANIEL EYANS
~; ~! DB 1135, PG 501

i
PAGE 4 OF 6
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This certifies that this copy of this plat identifies as waters of the U.S., or
wetlands, all areas of waters of the U.S., including wetlands, regulated
pursuant to Section 404 of the Ocean Water Act as determined by the
undersigned on this date. Unless there is a change in the law, or our
published regulations, this de#ermination of Section 404 jurisdiction may be
relied upon for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers Wetlands
Delineation Mahual.
(name)
(title)
(date)
I, John R Pickens, a North. Carotins Professional Land Surveyor,
do hereby certify that this map .was prepared under my supervision
and shows the locations of Section. 404 Jurisdictional Ar s as
delineated by John R. McAdoms tnc_ ~ /J ~ /J
Joh .Pickens, PLS L-3297
27
ate
0
0
LINE TABLE
LINE BEARING LENGTH
T9 S 8]'4711" E 150.41'
710 N 82'45'06" E .130.98'
T11 N 34'09'30" E 84.88'
LEGEND
fX1ST1NG IRON PIPE
IRON PIPE SET
EXISTING CONCRETE MONUMENT
CALCULATED POINT
GRAPHIC SCALE
50 0 I5 50 tOD
1 inch = 50 ft.
.5612
GENERAL NOTES
1.) THIS IS NOT A BOUNDARY SURVEY.
2.) BOUNDARY LINES SHOWN HEREflN ARE BASED ON
BOOK OF MAPS fi999, PAGES 29,
BOOK OF MAPS 1998, PAGE 304, AND
OEEO BOOK 8716, PAGE 934.
3.) COORDINATES SHOWN HEREON ARE BASSO ON
NC GRfD (NAD 83).
4.) WETLAND LINES WERE DELINEATED IN THE FIELD
BY JOHN R. MCADAMS COMPANY INC.
5.) SEE PAGE 6 .FOR POINT DATA TABLES.
NOW `OR FORMERLY
KKKK LLC
DB 10934, P6 868
BOM 1999, PG 29
LOT 6
~ ~ ~ U1
~~/ ~ ~ ° NOW OR FORMERLY ~~~ ~y D
~~4, ~ ~ NATHANIEL EVA ~~ `•
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5517 5514 m ~C~ 4 J ~"~~
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5506 137:03
458
5465 464
5462
5157
453 X5156
STREAM. A 5t2 X5755
(IM'F"ORTANT)
LENGTH: 156.96' .5122 ` X5154
5153
512 177
5134
5120 78 54X36CMP
5118
.5119 5179
PAGE 5 OF 6

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5685 ;' .5684
5662 5674
5661
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5669 5670
5660 5668
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5657 .5667
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~t FFO060,0-w, ~1~TD DELINATION 1~ZAP COMPANY, INC.
~ 1 ~=100' FAI~2FIELrD ~~E~SID~+ NTT~L. LLC. BN~~~NN,~i°~
R85SARCS TItiAIr6I3 PARE, NC
~~` 04-09-2007 CITY OF RALEIGH WAKF. COYJNtY~ N4R'~f~I CAROI~1l1, P.O. aoR 14006 ZIP 277'09-400D
[phone]
NUMBER: NORTHING EAS NG
3323 745218,7. 2077519.8
3328 - 74515$.3 2077549.6
3 29 745162:6 077558.0..
3334 74510 ,1 . , 20 84, 2
3335 745111.9. 2077588.4
3337 745087:6 2'027595.2
3338. 4508 .8 2077592,1
3341. 745049:Q 2077603:1.
3343 745108:1 20777 3,6
3344 7451.19:2 2077734..8
3347 7451 1.8 207.715.7.
.3348. 745.1.09:9 207771 4.8
3349. 745141.4 2077 74.7
.3350. 7451:36:3 2077670.9.
.3352 7451.53::.. 2077649.9'
3353 7451:58.9 2077 ,52.8
3356 4 175,9 207- .15.0
3357 7451:82.7 2077 18.5
3358 745203.0 07 6:
3359.. 745199..0 2 ~ 77581.9
33 45.213,0 20778 ..0
369 745243.8 2077530.4..
. 3385 745101.8 2077816..2
3386 745092,8... 2077813.1.
3396' 745077.8_ 2077888.2
3397 7450 .8 2 778 6:6
3398 745088.7 2077887,7
341.6 4 027.4 20.77625.4
3417 745025.5 2077646:3
3419 45010.4 2077623.4
3420 745002.4 2077616.6 .
3421 744991.4 2077617:9
3422 744979.6 2077618.3:.
3423 744959.7 2077606.0
3424... 244950: 2077600:4
..3427 744948.5. 20 7608.0
3429. 74495 :0 2077612:4
3431 744976.9. 2077624:4
3434 744998. 7077621:2;
.3437. 745004,1 207 629.6
3438. 745014.7 2077636.4
3439 74 982.2 2077654..
3440 744976.. 2077651.:..
442 744' 72.8 2077658:1_
.3443 744972.6- 2077664.3
3445 744961,0 2077662.2
.3446. 744966.3 2077655.3,
3448 744947..2 2077659.:4.
3449 744943..6 2077650.3
3451 744937.1.._ 2077672:1'
.:3452 744928:5 2077883.:4
3475 744948:.4 207 688:9
3476 744935.:9 2'077688:.8
3479. 744933:8 2077696.4
3480 7 `922. 20 7696:1'
3481 44922:2 20 7685,.
3484. 744898.6 2077691:6:..
3486. 744901:7 077701.8
...3487 744 71.1 2077711.6
3488 744870:0 2077 03.6...
3491'. 448 2.5 2077691,1
3493 744848.9 2077700.1
3494 744841:6: 077695.4
.3497 744843.8 20 701.3,.
.3500 744834:4 20777 2.
3501 744830,3 2077700:8
3503 744820.7 2 77714,9,
.3504 744811:5 207 04:0
350 744804.2 2'0776,5:3
3534 744783:7 2077710.3
3535 74'781.3 2077707.-
353.7 744764:9. 20 7737:6
35.38 74 Z75:i 207 41.3...
.3542 7447 2:7 2077749.2
3544 744754.8.. 2077756:0
3549 744733.3 2027.774.0.,
3550 744729:6 207: 51.
3553 744723.4 207 764.9
3567 745072..4. 2077900.8.
3568 745082.6 2077904.3
3627: 744710.1.- 2077779;7
3'629 744213.9 2077 6.4
3659 744658.1. 2077799.6.
3660 44661.7 20778 .1
3662 744638.0 2Q77803.7
3663 44638.4 2077812.1
3754 744602.2 2077814,0:.
3756 744595.7 , 2077805.6.
3757 744591.6 2077817.5.
375 74.4597.6 2077 1.8
3760. 744'59 .0 2077839.3.
3761 744590.0 20778 6.0
3763 44 81.6 2077 ' 0.6
3764 74457. 207 846.9
3766. 44557.8 20 2.8
3768 744548.5 2077846.6
376:9 7445 0.5 2077851.0
:3771:.. 44563,0 207 842.4
772 744523.8 2077859:9
3773 744517:7 2077854.4
3778 744510,:5 2077$66;5..
3779 744513,8... 2077869,.6
.3784 44492.3 2077 8 .9
NUMBER NORTHING FASTING
3785 744488. 2077899.5
3786. 744493:4 20779:01.5.
3787 7.44498:2 2077885:0
3788. 744506:9 2077877:1
...3796 744:478.7 2077919.6
379 7 744484:9. .207791:0.1.
3798 744490,0 .2077908,3
3799: 744487.3 2077916:4
3800 744483.0 20 7923:8
38 1 744462:5 2077919:7
3802: 744455.7 2077931.8
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PEaecr No. FFD-06010 THE JOHN R. McADAMS
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9 RESEARCH TRIANGLE PARK, NC
~ RALEIGH, NORTH CAROLINA P.o. Hox laoo5 zIP 27709-4005
~n Dore: 10-04-07
[phone]

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BUFFER & STREAM IMPACT EXHIBIT ENGINEERS/PLANNERS/SURVEYORS
C7 SCALE:
~ 1 = SO RESEARCH TRIANGLE PARK, NC
ca °ATE: Fi~LEIGH, NOKfH CAROLINA P.o. eox laoos zIP 27709-4005
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PROJECT "°~ FFD-06010 THE JOHN R. McADAMS
~ FILENAME: FFD06010X
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CORPORATE CENTER
COMPANY
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d SCALE:
1 ~~ = 3O a 1 j\jiAM IMPACT EXHIBIT ENGINEERS/PLANNERS/SURVEYORS
~ RESEARCH TRIANGLE PARK, NC
°ATE RALEIGH, NORTH CAROLINA P.o. Box laoos zIP 27709-4D°5
~ :
10-04-07 (sls) 381-sooo

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September 11, 2007
Bryan Condie
Fairfteid Development, LP
7200 Wisconsin Ave. Suite 1108
Bethesda, MD 20814
Project: Corporate Center County: WAKE
The purpose of this letter is to notify you that the North Carolina Ecosystem Bnhaaament Program (NCF.JEiP} is willing to
accept payment fm impacts associated with the above referenced project. Plesm tea that this decision does not uawre that
the payrneut will be approved by the permit issuing agencies m mitigation for project impacts. It is the responsibility of the
applicant is contact these agencies to determine if payment to the NCF,)?P will tee approved.
Ttu: acceptance is valid for sia moaths from the date of ibis letter and is not traasihrable. Kwe leave sat rceetved a dopy of
the issued 404 Penmit/401 CerEtlcatioa/CAMA permit withia this time lessee, tLb acoephaee wiY sxpire. It is the
applicaat': rmponsi.~tity to send copies of the permits to NCFEI'. Onco NCEEP reeaives a eopjr of the permit(s) an iavoice
will be issaad based on the required mitigation in that permit and payment must be mtde prior u, coeducting the authorized
work. The anwuat of the U Lieu Pee to be paid to NCEEP by an applicant is cakttlateei based upon the Fes Schedttls and
policies lieled at www.nceep.nat,
Based oa the iafmmation supplied by you the impacts that may require congtensatory mitigation arts awnntarized in the
fottowi~nt tie.
Nl
03420201 Stream (feet) Wetlands (awes) 1lttffer I
(Sq. Ft-) $uffea 11
(Sq. Ft.)
Cold Cool Warm Ri arias Non-Ri 'aa Coastal Mush
Imnpacts D 0 50 0.03 0.03 0 1.395 2,908
Credits 0 0 100 0.06 0.06 0 4,ISS 4,362
Upon rece~at of paymeat,l~ will take responsibility for providing the coa~tpenauory mitigation If the regulatory agencies
regale nsid~tloa amlha greater than i~icated above, and the applicant watW NC1~P m bs responsible floc the additional
naitigatioa, ~ applicant will teed to submit a mitigation request to NCEEP for approval prior m permit issuance. The
rnitigata+cat will be per€crttted ~ accordance with the Memorandum of Ur~erstanding bdw~as the N. C. Department of
l:nviresnasem sad N:cunl Retvtuces and the U. S. Army Corps of Enginexrs dated Noveatber 4,1498.
If you hays say questions or need additional information, please contact Kelly Williams at [phone].
Sincerely.
~'
Will' D. Gilmore, PB vv
Director
ec: Cyadi Karoly, NCDWQ WettandsJ4o1 Unit
Jessie She~ra, USAC&Raleigh
Amy G~taptt+aa, NCDWQ- Wetlands/401 Unit
Ii:av#tt Yates, agent
Plus
Rector' .. ~ .. Pro Our State;
~ l~u;t~

North Cardha Ecosystem Enhancsmertt Program, 1652 Mail Service Center. Flalelph, NC 27099.11152 / 918-718-047!1 / www.rttasep.nel