20070117 Ver 1_401 Application_20070107

TIC JOHN R McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Ms. Cvndi Karoli
Date: January 17, 2007
NC DWQ - 401 Wetlands Unit
1650 Mail Service Center
Raleigh North Carolina 27699
[phone]
Re: Centerview I & II
I am sending you the following item(s):
20070117
** USPS**
Job No.: FFD-06000
COPIES DATE NO. DESCRIPTION
7 Neuse River Buffer Authorization - PCN Permit
Submittal
7 Plan Sheets -Site Plan, C-11, C-12, C-13

These are transmitted as checked below:
^ As requested
® For approval
^ For review and comment
Remarks:
^ For your use

Copy to:
Signed:
Candy Kar
Facilitator Storm ate
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File ~ -
^Copy Entire Document to File !''~
",~
CIVIL ENGINEERING • LAND PLANNING SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 • [phone] • fax [phone] , ~, .~,,*~ar;rs
www.johnrmcadams. com

THE JOHN R. McADAMS
,;,,,,,v;~fILE COPY
COMPANY, INC.
20070 1 1 7
January 17, 2007
Ms. Cyndi Karoli
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
. , ,,
Re: Neuse River Buffer Authorization - PCN
Centerview Multi-Family Assemblage; Raleigh, NC
FFD-06000
Dear Ms. Karoli:
On behalf of Fairfield Residential LLC, we are submitting apre-construction
notification requesting impacts to the Neuse River stream buffers for a project
known as the Centerview Multi-Family Assemblage. The project is located at
the intersection of Centerview Drive and Jones Franklin Road in Raleigh,
Wake County, North Carolina.
We are requesting review for our proposed impacts under the designation of
"allowable" under the table of uses within the Neuse River Basin Protection
and Maintenance of Existing Riparian Buffers (15A NCAC 02B .0233). A
Neuse River buffer determination was issued by Mr. Eric Kulz, Raleigh
Regional Office of NCDWQ, on July 5, 2006 for the project site (attached). A
jurisdictional determination was made during an on-site field meeting
conducted on June 6, 2006 by Mr. Monte Matthews of the USACE. A signed
Wetland Delineation Map is forthcoming by the USACE; however, attached is
a survey of the field confirmed jurisdictional determination.
The proposed project consists of amulti-family apartment complex and
constitutes the remaining acreage of the Centerview Office Park development.
The proposed residential development lies entirely within a City Focus Area
as designated by the City's Comprehensive Plan containing 378 apartment
Research Triangle Park, rtc i units and associated parking and stormwater management facilities. The
Post ottice Box 14005 ', project will also include parking, sewer, stormwater collection facilities, and
Research Triangle Park, other associated infrastructure.
North Carolina 27709
2905 Meridian Parkway NATIONWIDE PERMIT 3 non-re ortin Waters of the U.S. will be
Durham, North Carolina 27713 ~ h g)'
800-733-5646 '~, temporarily impacted due to the upgrading of an existing sewer line from a 6"
919-361-5000 line to an 8" sewer line as a result of constructing the apartment complex
919-361-2269 Fax (sheet 1). This activity does not require written 404/401 authorization in order
to proceed under Nationwide Permit 3 for maintenance of an existing structure
Charlotte, Nc therefore we are not requesting approval of this maintenance activity. The
5311 Seventy-Seven Center Drive, ; existing rip-rap apron is located just upstream of the start of the jurisdictional,
suite 66 buffered stream channel.
Charlotte, North Carolina 28217
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
www.johnrmcadams.com ~' We help ottr clients succeed.

Sind 1~7~
THE JOHN R. McADAMS COMPANY, INC.
Ms. Cyndi Karoli
Centerview
January 17, 2007
Page 2
PROPOSED NEUSE STREAM BUFFER IMAPCTS: (see attached
"Stream Buffer Impact Maps"). The entire site was designed to minimize
impacts to aquatic resources, while utilizing the remaining undeveloped
acreage of the Centerview Office Park development. There are a total of 0.22-
acre of stream buffer impacts for the project site, in which the uses are
deemed allowable in the table of uses for the Neuse River Basin Protection
and Maintenance of Existing Riparian Buffers. The site was also designed to
limit concentrated flows into the stream buffers.
BUFFER IMPACT SHEET 1: There is an existing sanitary sewer easement
located on the eastern side of the stream and a sanitary sewer that intersects at
a man-hole within zone 1 of the buffer, on this eastern side of the stream. The
north to south sewer line easement is currently maintained, however we are
proposing to maintain the existing sewer easement which ties in to the main
line from the east. We are proposing to utilize a 20 linear foot construction
easement and maintain a 20 linear foot easement on the east-west sewer line
for maintenance, totaling 0.03 acres of buffer impact. This is an allowable use
within the table of uses and does not require mitigation. New temporary buffer
disturbance of 0.01 acre is proposed within the currently maintained easement
in order to tie into the existing man-hole.
BUFFER IMPACT SHEET 2: An upgrade of an existing BMP structure is
proposed on the northeast quadrant of the site to provide for stormwater
management. There is an existing dry pond bed and dam structure once used
as a sediment basin. A stormwater management pond is proposed for this area,
and was deemed a logical location due to the limited new land disturbance
needed and existing drainage patterns to this area. A majority of these impacts
(0.16 acre) are associated with construction impacts for access and the
placement of silt fence site stabilization, as illustrated on sheet 2. A majority
of the berm for the pond is located outside of zone 2 at this reach of the
stream. The main outfall pipe used to treat the 2 and 10-yr storm events is
located outside of zone 2, and is being level spread at 0.47 ft/sec at peak flow.
The overflow discharge pipe is partially located within zone 1 of the buffer
(0.02 acre) and will only outlet over a dissipater pad during peak flows when
the water levels are at or near this outlet source. Any buffer area not impacted
by the stormwater management facility will be stabilized and re-vegetated.
The remaining jurisdictional streams and stream buffers will remain intact,
with no additional impacts anticipated.

i I~ . .Since .1979
'°` THE JOHN R. McADAMS COMPANY, INC.
Ms. Cyndi Karoli
Centerview
January 17, 2007
Page 3
Please find enclosed for your review the following items:
• Agent Authorization Form
• USGS Quad -Raleigh West
• Wake County Soils Survey
• Copy of the DWQ Buffer Determination Letter with maps
• Copy of the survey plat of the USACE field confi med wetland delineation
• Pre-Construction Notification
• Overall Buffer Impact Map with inset sheets 1-2
• Outlet Velocity Calculation. for Pond 2
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.
. ~'!~
J. Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Department
Enclosures

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Name: _MI°_ Scott-~clzlosser, ke~ioraal I)cvclo~rnant Mana~er -_.._..___.._-.__..__.---------_----._-_-~-
Addz°ess: I~ai.r~eld I~.esidentzal 1_,L,C, 561 (aztec.ay_ I'zace,, Ellijay, (eoz`gia 30536
Phone: [phone]
Project Naznc/1)escz•iption: ~",entez.view Multi_I~amily /~ssembl~e9 FI?I)-06000 ----_----_..-_____.-
I)ate: Mav 12° 2006
U.>. Az•my Cozps of Engirzeez°s
12a.leigtz Regulatory Field ®tTice
650 Falls of Neuse Road, quite 120
Raleigh, NC' 27615
.Attn: Mr. Monte Matthews
Field Offzcc: __l2aleigh_ I2.egulatoz°y Field Oi_fice - - _._-._---_-------------.-----~---_----__.____._...___........------._....
Ite: Wetlands P.elated Consulting and PezzTZitting
To ~hon1 It May Concern:
1, the c€zrrerzt property owner/agent, hereby designate and authozirc 'I'lze .Iohn I~.. Mc;,~ldazns
C`orn~pany, 1zac. to actin my behalf as my agent in the processixzg o~pe,z•rni# ap~plicatiozzs, to
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l~%l~°Adarxew Q:c~z~rl~~~r~y, larc° sta1~'° '~or.A slAaz~rld .all 'l:`la~: ~~olra~ ~° Ii~~Adseaans ~:'flxun~pza~~y9 ~ar~;a to
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FAMILY ASSEMBLAGE CUMPi~NY, INC.

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08-4005
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05-12-06 RALEIGH. NORTH CAROI~iA P.O. BO% 14005 ZIP 277
[phone]

O~ N1A).~9 Michael F. Easley, Governor
~ Q William G. Ross Jr., Secretary
., ~ ~ North Carolina Department of Environment and Natural Resources
~ [ Alan W. Klimek, P.E. Director
~ Division of Water Quality
o ~
George Buchholz
John R. McAdams Company, Inc.
P.O. Box 14005
Research Triangle Park, NC 27709-4005
July 12, 2006
NBRRO 06-164
County: Wake
BASIN:
Neuse X
Tar-Pamlico
(15A NCAC 2B .0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Anneal Call
Project Name: Centerview Multifamily Assemblage -Raleigh
Location/Directions: Site is located to the west of Jones-Franklin Road, east of the I-40/I-440 interchange in
Raleigh.
Subiect Stream: UT to Walnut Creek
Date of Determination: 7/5/06
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject at downstream
culvert under
Centerview Drive X
B Subject (Not Contested) X X

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affectedparties
that dispute a determination made by the D WQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly ,DWQ Wetands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. 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
Not thCarolina
naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.State.nC.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

7/12/2006
Page 2 of 2
this decision. D WQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1 SOB of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 2 769 9-6 71 4. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: RRO/SWP Files
Central Files
DWQ Wetlands and Stormwater Branch
Ben Brown -City of Raleigh
I~o e Carolina
tura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

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http://imaps. co.wake.nc.us/imaps/printmap. asp?pin=078 3 024617 &pin..
REID: 0051001
DUKE
CONSTRUCTION LP
OWNERI: ATTN: SR PROPERTY
MANAGER
ATTN: SR PROPERTY
ADDR1: MANAGER
1800 PERIMETER
ADDR2: PARK DR STE 200
MORRISVILLE NC
ADDR3: 27560-8464
DEED BOOK: 10507
DEED PAGE: 1654
DEED DATE: 10/22!2003
DEED ACRES: 13.68
BLDG VAL: 0
LAND VAL: 2502784
CORPORATE
BILLING CLASS: LISTING
PARCEL A RALEIGH
DESCRIPTION: CROSSROADS
CENTER
MAP NAME: 078313
PIN NUM: 0783024617
PIN EXT: 000
CITY: RAL
PLAN JURIS: RA
TOWNSHIP: RALEIGH
YEAR BUILT: 0
SALEPRICE: 0
SALEDATE:
TYPE USE: Vacant
DESIGN STYLE:
UNITS: 0
LAND CLASS: VACANT
OLD PARCEL 575-00000-0018
NUMBER:
RALEIGH SITE ADDRESSES 1
~ ' STREET NUM: 5501
STREET SUITE:
0 159 ft STREET DIR PRE:
STREET NAME: CENTERVIEW
STREET TYPE: DR
~` STREET DIR SUF:
ADDRESS TYPE: Parcel
ADDRESS STATUS ACTIVE
CODE DESCR:

6/30/2006 9:07 F
a
Parcel Number: 0783024617 ~
Map created on 6/30!2006 9:07:40 AM.
Copyright 2003. City of Raleigh, Wake County.

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RIPARIAN
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PREVIOUSLY/
IMPACTED STREAM
FEATURE "C"
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IMPORTANT STREAM
FEATURE "B"
\ 2:1 RATIO
N.C.G.S. GRID
MONUMENT
"JOFRANK"
N=731,185.79
E=2,079,596.89
N
DUKE CONSIRUCTICN lP
P9k 0773924814
ZONING: OBd-1
LEGEND
• NCGS MONUMENT
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TRACT FOUR
N
DUKE CON CTION LP
P9k 07738189
ZON9lG: Odi-1
389,372 SF
8,94 ACRES
WETLAND "A"
AREA
MATCHLIt`
50' NEUSE
RIPARIAN
BUFFER
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-----
GENERAL NOTES
1.) THIS IS A WETLAND DELINEATION EXHIBIT.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON NC GRID
(NAD 83) ESTABLISHED BY GPS COORDINATES BASED ON
MONUMENT ",X)FRANK" N = 731,185.79 FEET,
E = 2,079,596.89 FEET .
4.) WETLAND LINES WERE DELINEATED IN THE FIELD BY
THE JOHN R. McADAMS COMPANY, INC.
5.) NEUSE RIVER BUFFER SHOWN HEREON IS DEFINED AS
BEING 100 FEET FROM TOP OF CREEK BANK.
6.) WATERS OF THE U.S. POTENTIALLY SUBJECT TO THE
PROPOSED NEUSE RIVER BUFFERS.
7.) SEE SHEET 4 FOR FLAG LOCATIONS.
_ S_H_EET 3_
SHEET 4
-UNIMPORTANT
STREAM FEATURE
~ "A"
TRACT TNREE
N
DUKE CONSTRUCTION LP
PIN: o793D3eoo9
ZONING: 081-1
132,937 SF
105 ACRES
CENTERVIEW DRIVE
TRACT ONE
N
DUKE CONSTRUC110N LP
PARCEL 'A'
RALEIGH CROSSROADS CENTER
PIN: 07&7024817
20NINk Otrl-1
595,9&T SF
13.68 ACRES
N.C.G.S. GRID •
MONUMENT
JOFRANK"
N=731,185.79
E=2,079,596,89
CENTERVIEW DRIVE
-------z----------------
N/F
cNrr a rnox a
cr~x9DLn~ K ~
PN: OlEJ07A110
mNN6: or-,

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ouKE
Pr
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 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 Manual.
VICINITY MAP
NOT TO SCALE
~~' 3EAL
y L-3297 o J
"tip v~Nr ~`
:, , , o yN . , , s u R~ , " G ~~? , .
~~,,,RAY11P ~<<,,~.
I, ~~~' ~ `~~°~S `; a North Carolina
Professional Land Surveyor, do hereby certify that this map
was prepared under my supervision and shows the locations
of ectio 404 ris ' tion s as delineated by The John
A ms p , In Res orch Triangle Park, NC.
n R. Pickens„ PLS L-3297
Date
(name)
GRAPHIC SCALE
(title) 100 0 50 100 200
(date) _ SHEET 1 OF 4 1 inch = 100 ft.
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S 89'06'43" E 783.13'
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~~ / r/
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...................
PREVIOUSLY .............. _ . ........ 937......... .
594 .....'.~ ..y:~_' ... . .. .......... .... W
IMPACTED STREAM .'......'.'..'.'..'.'. ~..'. 593a
. .
:.940 .:...............
FEATURE "C" ~ ~ ~ ~ ~~ CL CHANNEL
948 ~ / / ~,
' ~ """ 5939 CHANNEL AREA TOP OF BANK ~
so21 .............:..:..'.~.'..'.... .y....... SHEET 2 ~
......................".947.'.'.'.'....
.-......... '..'.5'g 6,932 sq. ft. i~
...
~~~ ~ ~ ~ ~ ~ IMPORTANT STREAM
"' "' " "' 0.15 acres
....saa .............. 594s ........59.4....... FEATURE "B" _ - - - - _ _ _ _ _. ~ ~
2:1 RATIO
6026 5942 ~ ~.-
~~-
This certifies that this copy of this plat identifies as waters
~' ~ of the U.S., or wetlands, all areos 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
f TOWN OF APEX ACCESS AND ~ date. Unless there is a change in the law, or our published
SEWER EASEMENT ~~ regulations, this determination 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 Manual.
--~ ~---"
(name) ~ x
(title)
I LEGEND
xx• WETLAND FLAG LOCATION (date)
xx X CL CHANNEL LOCATION
. ti s~~ ~. arc ,~~
~`~ I, ~~ _
a North Carolina
~a+,~s GENERAL NOZTS Professional Land Surveyor, do hereby certify that this map
`~~+ ~F` 1.) THIS IS A WETLAND DEUNEATION EXHIBIT. was prepared under my supervision and shows the locations
~ ~p 2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON NC GRID of Section 404 Jurisd'ctio I A as delineated by The John
A (NAD 63) ESTABLISHED BY GPS COORDINATES BASED ON ~po~d~~~~}j~ M m mp~ I n arc Triangle Park, NC.
d6~2~A~~ EONU~ 079,596 89AFEET N = 731,185.79 FEET, ,,~~~~~`~(N ~ ~pickens, PLS L-3297
s' ~- 4.) WETLAND LINES WERE DELINEATED IN THE FIELD BY •~~ a~ FESSb '
rj, C'~ THE JOHN R. McADAMS COMPANY, INC. ~~~-
~!~ 'Ry 5.) NEUSE RIVER BUFFER SHOWN HEREON IS DEFINED AS `
9l F~ BEING 100 FEET FROM TOP OF CREEK BANK. r L-3297 a;,
6.) WATERS OF THE U.S. POTENTIALLY SUBJECT TO THE ~y ~O; GRAPHIC SCALE
PROPOSED NEUSE RIVER BUFFERS. %~Oti~ SUR~.~'~~~.`~ so 0 3o so X20
y ,,
~~''~~ RAY P~O~~~
SHEET 2 OF 4 ~~''""""'''~~ 1 inch = 60 ft.
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,,
/
/ S 89'06'43" E i~ 783,13'
MG HIW RALEIGH LLC
PIN: 0773939529
ZONING: 0&I-1
~ I ~ // ' // ~ ~// ~ / S 88'12'51"
N 50' NEUSE RIPARIAN BUFFER ~ / / / / / / / / / / / / 900 140.40'
H (MEASURED 50' FROM / / / / / / / / -
TOP OF STREAM BANK) ~ 5903 / / / / / -5901 _ _
/ /
~ // .-. S 82'59'30" W 1
~ / ~ 5902
/// WETLAND AREA 'A"
/ 1,332 sq. ft.
// 0.03 acres
/
/
// 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 jurisdiction
may be relied upon for a period not to exceed five years
from this date. This determination was made utilizing the
x 1987 Corps of Engineers Wetlands Delineation Manual.
(name) - ---v- -~-
(title)
(date)
I, JOHN ~ •!'CK.'P/Vt5 , a North Carolina
Professional Lond Surveyor, do hereby certify that this map
was prepared under my supervision and shows the locations
of Section 404 Jurisdic ' nal Areas os delineated by The John
cAd s pan , I c ' sea ch Triangle Park, NC.
n R. Pickens,, PLS L-3297
Date

GENERAL NOTES
1.) THIS IS A WETLAND DELINEATION EXHIBIT.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON NC GRID
(NAD 83) ESTABLISHED BY GPS COORDINATES BASED ON
MONUMENT "JOFRANK" N = 731,185.79 FEET,
E = 2,079,596.89 FEET .
4.) WETLAND LINES WERE DELINEATED IN THE FIEU) BY
THE JOHN R. McADAMS COMPANY, INC.
5.) NEUSE RIVER BUFFER SHOWN HEREON IS DEFINED AS
BEING 100 FEET FROM TOP OF CREEK BANK.
6.) WATERS OF THE U.S. POTENTIALLY SUBJECT TO THE
PROPOSED NEUSE RIVER BUFFERS.
```~iainumrr,rr
i
~~~~` 0.gN CAROM',
~3EAL ~ _
~ L-3247 0:
~ •.'r/Q X11 ~;:
~4y••..SUR`~.•~ti~;
~'',,~rRAY _
LEGEND
-W - ---- -______~ --
90.98 I
I
1 I
~ ~ l
1 ~
1
/
/
1 ' /
1 //
/
~ ~I /CHANNEL AREA
1 / (SHEET 3)
/ 1,430 sq. ft.
I 0.03 acres
20' TOWN OF CARP ~ ~ 6015
SEWER EASEMENT 1 ' 1
` ~~
! 1 •(~
/ ~ ` 6014
MA'PCH IINE / ~-
SEE SHEET 4
I
xx~ WETLAND FLAG LOCATION
xx~ CL CHANNEL LOCATION
Q EXISTING IRON PIPE
SHEET 3 OF 4
i~
~~
//
I
S 88'44'59" E
235.96'
S
~u\s,~. 1198 61 / ~ ~ ,
v'
~u'9\S1 ~ ,~.. 5850 S 8q~015% W~
5848 '..5849 I o
N
I ~
I
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:{•:
5846 • •, , 5845 I
847
.'.'. 1
~• • CL CHANNEL /
/
• UNIMPORTANT
\ STREAM rEATURE
\ .~ "A" ~
5844 ~~
/ 50 NEUSE RIPARIAN BUFFER
~.. 6016 / (MEASURED 50' FROM
/ TOP OF STREAM BANK)
1
5843
6017
~~
SEE SHEET 4 /
/!
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
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I ~~ I
UNIMPORTANT
STREAM FEATURE
"A"
CHANNEL AREA
~ :::~ (SHEET 4) I
. ;f:; 643 sq. ft.
I ;.
601
601
\ ~ I
~ I 1
~~
1, I
\ 0.01 acres ~
CL CHANNEL l
/5841 1
X019 1
6020
1
~ '
~ I~20' TOWN OF CARY f
~ SEWER EASEMENT //
~ /
\ ~
I ~ ~~~_ ~%
Number Northin Eastin Raw Desc
5841 733073.6 2080090.8 FL
5842 733151.3 2080099.8 FL
5843 733194.8 2080113.4 FL
5844 733239.6 2080122.5 FL 5FT WIDE
5845 733320.9 2080152.3 FL 5FT WIDE
5846 733323.1 2060149.7 TOP
7333TE7 6. TOP
5848 733355.4 2060140.9 TOP
5849 733356.3 2080151.9 TOP
5900 733378.1 2079973.3 B4
5901 733369.7 2079949.6 B5
5902 733359.1 2079924.1 66
5903 733374.5 2079891.5 87
5923 733351.7 2079757.3 TOP
5934 733363.3 2079755.3 FL
5935 733368.6 2079741.1 TOP
5936 733354.4 2079655.2 TOP
5937 733345.2 2079656.9 FL
5938 733338.8 2079655.3 TOP
5939 733323.5 2079582.8 TOP
5940 733333.6 2079576.3 FL
5941 733336.0 2079573.6 TOP
5942 733297.1 2079551.6 TOP
5943 733304.4 2079551.7 FL
5944 733311.4 2079554.4 TOP
5946 733307.4 2079518.3 TOP
5947 733312.6 2079519.6 FL
5948 733323.4 2079517.0 TOP
5949 733306.5 2079476.2 FL
5954 733303.3 2079433.9 FL
6011 733059.3 2080097.9 WET
6012 733073.9 2080068.4 WET
6013 733151.8 2080097.4 WET
6014 733195.4 2080111.0 WET
6015 733240.3 2080120.1 WET
6016 733238.9 2080124.9 WET
6017 733194.2 2080115.8 WET
6018 733150.8 2080102.3 WET
6019 733073.3 2060093.3 WET
6020 733060.6 2080101.9 WET
6021 733313.9 2079470.7 WET
6025 733304.3 2079397.7 WET
6026 733296.3 2079472.9 WET
6027 733293.1 2079433.8 WET
M
m
N
3
io
a~
0
GENERAL NOTES
1.) THIS IS A WETLAND DELINEATION EXHIBIT.
2.) BOUNDARY LINES SHOWN HEREON ARE BASED ON NC GRID
(NAD 83) ESTABLISHED BY GPS COORDINATES BASED ON
MONUMENT "JOFRANK" N = 731,185.79 FEET,
E = 2,079,596.89 FEET .
4.) WETLAND LINES WERE DELINEATED IN THE FIELD 8Y
THE JOHN R. McADAMS COMPANY, INC.
5.) NEUSE RIVER BUFFER SHOWN HEREON IS DEFINED AS
BEING 100 FEET FROM TOP OF CREEK BANK.
6.) WATERS OF THE U.S. POTENTIALLY SUBJECT TO THE
PROPOSED NEUSE RIVER BUFFERS.
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 wetlonds, regulated pursuant to Section 404 of the
Ocean Water Act as determined by the undersigned on this
date. Unless there is o chonge in the law, or our published
regulations, this determination 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 Manual.
(name)
(title)
(date) -~Y
``,~~liil^VII ~tj~~i
,o H v ~~
;' "~
I Nil ~ 9C , a North Carolina
rofessianal Land Surveyor, do hereby certify that this map
r L.~ ~~ =was prepared under my supervision and shows the locations
Z~,j, O; of Section 404 ris ' anal r as delineated by The John
,~
~ ~~'~ SUR ~:' f ~~~` R d s p nc ' esea ch Triangle Park, NC.
.. _ _
~~''~,N RAY 1G,~~~~~ Jo R. Pickens, PLS L-3297
Date
N 89'57'13" E 648.17' (TOTAL)
19.55'
TRACT THREE
N/F
DUKE CONSTRUCTION LP
PIN: 0783036009
ZONING: 0&I-1
132,937 SF
3.05 ACRES
\ 5 88'51'53" E 434.84'
0
50' NEUSE RIPARIAN BUFFER LEGEND
(MEASURED 50' FROM
TOP OF STREAM BANK) CENTERVIEW DRIVE Xx~( CL CHANNELALOCOATION N
QQ EXISTING IRON PIPE
CALCULATED POINT
SHEET 4 OF 4
`~S 1'07'34" W
10.00'
GRAPHIC SCALE
30 0 15 30 60
a. inch = 3o rt.
q~
d
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p+,'i z o z 3
x ~ ~~
O ~ 8~
a
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ern ~n
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z
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r~>~~A~S
x

Office Use Only: Form Version March OS
Qp0701~7
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Neuse River Buffer
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 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 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
F
< i,
1. Owner/Applicant Information
Name: Fairfield Residential LLC. ~ ~ ;.r,°"''"
Mailing Address: Attn: Mr. Scott Schlosser, Regional Development Manager
561 Cartecay Trace
Elli1ay, Georgia 30536
Telephone Number:~706) 972-9199 Fax Number: [phone]
E-mail Address: scott Schlosser(cr~,fairfieldresidential.com
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 Yates
Company Affiliation: The John R. McAdams Company
Mailing Address: 2905 Meridian Pkwy
Durham, North Carolina 27713
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: . ates ~johnrmcadams.com
Page 5 of 13

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 maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE 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: Centerview Multi-Family Assemblage: FFD-06000
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The project is located at
the intersection of Centerview Drive and Jones Franklin Road. Jones Franklin Road bounds
the project to the east and Centerview Drive bounds the project to the south.
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): 35-45-50 °N 78-43-48 °W
6. Property size (acres): 29.86-acres
7. Name of nearest receiving body of water: Unnamed tributary to Walnut Creek
8. River Basin: Neuse River
(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/adinin/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 is primarily comprised of forested land and
currently contains a sewer easement. The proiect is located within an executive business
complex and is surrounded by businesses to the north, west, and south; while residential is
located to the east.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: The
nrnnneerl nrniect r.nncictc of a mnlti_family apartment rmm~lex anr~ cnnctit~~tes the, remaining
10. Explain the purpose of the proposed work: The purpose of the proposed work is to
construct amulti-family apartment complex.
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 USAGE
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. A Neuse River buffer
determination was issued by Mr. Eric Kulz, Raleigh Regional Office of NCDWQ, on July 5, 2006, for
the project site (attached jurisdictional determination was made during an on-site field meeting
conducted on June 6, 2006 by Mr. Monte Matthews of the USAGE. A signed Wetland Delineation Map
is forthcoming by the USAGE; however, attached is a surveyplat of the field confirmed jurisdictional
determination.
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.
No additional required permits are expected 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. 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 may be included at the applicant's discretion. If this proposed impact is strictly for
Page 7 of 13
acreage of the Centerview Office Park development. The proposed residential development
lies entirely within a City Focus Area as designated by the Citv's Comprehensive Plan

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.
Provide a written description of the proposed impacts: NATIONWIDE PERMIT 3
rencrtin~l_ Waters of the U.S. will be temporarily impacted due to the up~radinQ
line to an 8"
apartment complex (sheet 1). This activity does not require written 404/401 authorization in
order to proceed under Nationwide Permit 3 for maintenance of an existing stru,
therefore we are not requesting approval of this maintenance activity. The existing ril
apron is located just upstream of the start of the jurisdictional, buffered stream channel.
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,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)

Total Wetland Impact (acres) N/A
2. List the total acreage (estimated) of all existing wetlands on the property: Existing wetlands
located on the project site total 1,332 square feet (0.03 acres).
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Sheet 1 80
Non-reporting ut to Walnut Creek Temporary Intermittent 4 20 sgaure ft
(NWP 3)
Total Stream Impact (by length and acreage) N/A
4. Individually 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. excavation. dred~inu. floodinu. draina~e_ bulkheads. etc.
Open Water Impact Name of Waterbody
Type of Impact Type of Waterbody Area of
Site Number (if applicable) (lake, ond, estuary, sound, bay, Impact
Page 8 of 13

(indicate on map) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres) N/A
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 80 sgaure ft (temp)
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 80 square ft (temp)
Total Stream Impact (linear feet): 201f (temp)
6. Isolated 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 USAGE.
7. Pond Creation - N/A
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.):
Current land use in the vicinity of the pond:
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 PROPOSED NEUSE STREAM BUFFER IMAPCTS:
(see attached "Stream Buffer Imvact Mans"l. The entire site was designed to minimize impacts to
aquatic resources while utilizing the remaining_undeveloped acreage of the Centerview Office Park
development There are a total of 0 22-acre of stream buffer impacts for the~roject site, in which the
uses are deemed allowable in the table of uses for the Neuse River Basin Protection and Maintenance of
Existing Riparian Buffers. The site was also designed to limit concentrated flows into the stream
buffers.
BUFFER IMPACT SHEET 1: There is an existin sg anitary sewer easement located on the eastern side
of the stream and a sanitary sewer that intersects at a man-hole within zone 1 of the buffer, on this
Page 9 of 13

eastern side of the stream. The north to south sewer line easement is currently maintained, however we
are proposing to maintain the existing sewer easement which ties in to the main line from the east. We
are proposing to utilize a 20 linear foot construction easement and maintain a 20 linear foot easement on
the east-west sewer line for maintenance totaling, 0 03 acres of buffer impact. This is an allowable use
within the table of uses and does not require mitigation. New temporary buffer disturbance of 0.01 acre
is proposed within the currentlymaintained easement in order to tie into the existing man-hole.
BUFFER IMPACT SHEET 2: An upgrade of an existing BMP structure is proposed on the northeast
quadrant of the site to provide for stormwater management. There is an existing dr~pond bed and dam
structure once used as a sediment basin. A stormwater mana eg ment~ond is proposed for this area, and
was deemed a logical location due to the limited new land disturbance needed and existin dg raina~e
patterns to this area A majority of these impacts (0 16 acre) are associated with construction impacts
for access and the placement of silt fence site stabilization as illustrated on sheet 2. A majority of the
berm for thepond is located outside of zone 2 at this reach of the stream. The main outfall pipe used to
treat the 2 and 10-yr storm events is located outside of zone 2, and is bein lg evel spread at 0.47 ft/sec at
peak flow. The overflow discharge pipe is partially located within zone 1 of the buffer (0.02 acre) and
will only outlet over a dissipater pad during_peak flows when the water levels are at or near this outlet
source. Any buffer area not impacted by the stormwater management facility will be stabilized and re-
vegetated. The remainingjurisdictional streams and stream buffers will remain in tact., with no
additional impacts anticipated.
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 January 15, 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 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 NCEEP 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.
Page 10 of 13

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.
N/A.
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
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? 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 ^
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 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
Page 11 of 13

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 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse )? 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.
* Impact Required
Zone , ______ r ~~ Multiplier ,~,~;,;~~,;~~
1 I 218 I 3 I N/A
2 7,406 1.5 N/A
Total ~ 7,624
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. 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. N/A
XI. Stormwater (required by DWQ)
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 20%, please provide calculations
demonstrating total proposed impervious level.
The proiect does not require a Stormwater review by NC DWQ, due to the lack of a State 401
permit requirement However the storwmater mana eg ment plan will be reviewed by the Cit~f
Raleigh.
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Page 12 of 13

Is this anafter-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
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
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:
No, this is a residential development proposed within an existing office and commercial center
that is alread~n place. There are also stormwater management and erosion control practices to
be implemented to help miti atg_ a impacts to water quality
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/Agen Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

REPLAGIN6 EXISTING 6" SEY~R GLEARIN6 TO MAINTAIN
LINF WITf-I 8" SEWER LINE SANITARY SEY~R
I EASEMENT, 20 LF.
N o: ~ ~ ~ ~` ~ ~ 11 lip ~ 111
I I I 1 I ~ I ~ ~ l ~~ °
~ I ~ ~ ~,, ~ ~~ ~ ~
~ {AIM=~~f7. \ ~ -__ i
t d
~ I~~/ IN\8" DIP=38 .4 ~' ''~,
~\ N~\ OU~\ 12" IP=3 ~ ~~ 11 I ~: I~ / ~~ ~~'~ ~ ,~ ~ I START INTERMITTENT
\ \ \ \ 1 ~ I ~ a- I Y CHANNEL FEATURE "A°,
I \ \ ~ i ~ ~ / 1 1~ ~ ~ / ` START BUFFER
~\ ~ ~~ 1
~~o \ ~ 101 1_i II y I _ ry ~
LL I I Ip Izwl ~ I \ u~ 1 ~' 1 / vELOGITIES FROM
~ \~ I I I IN INI ~' I \~ N1,- O1 DISSIPATER:
I I I ~ I 1 1 1 ~, I I ~~ N I -' PRE 2YR: 4b GFS
~ ~ I I I I 1 11 I ~1 ~o \ IOYR: 67 GFS
~ J I ~ ~ 1 1 '~~ 1 ~ 1 / ~ ~ ~ POST: 2YR: 34 GFS
1 I I I ~ I ~ 1 I / I IOYR: 43 GF5
1 u ; 1 i ~
y ~ I I I / ~ '; \\i \ ~ ~ 1 °` NON-.XIRISDIGTIONAL,
I ~ ~ ~ I , ~ \ \ ~~ / REPLACING EXISTING
a I I I I I ~ ~ I~\ ~ ~ 5 ~ ~ A ~~ TOR PAD O.OI
Y
~I~TIN{5p2~~TI~AR ~ ; I `~ \ r ~°
I I - - /~
-~ _- \ _ _~_,_1 - _~ _ -- __-- ~
~- \..
e ~ ..
/{~ / / 1J"1 / / T7 p /7'77`x/ u r ,~_
. J ., ., ~~
L...... .1. __ ,....... ...
r
ZONE I IMPACT:
TOTAL AREA 0.02 ACRES
SANITARY 5El^JER LINE 20 LF
ZONE 2 IMPACT:
TOTAL AREA O.OI ACRES
SANITARY SEWER LINE 20 LF o
x
H
TEMPORARY BUFFER ~ x
IMPACT: O.DI ACRES GRAPHIC SCALE
TOTAL BUFFER IMPACT= 40 0 20 ao 80
0.04 ACRES
20 LF 1 inch = 40 ft.

® PROJECT No. FFD-06000
CENTERVIEW THE JOHN R. McADAMS
'~ FILENAME: FFD-06000X COMPANY, INC.

~
SALE.
~>
'
BUFFER IMPACT SHEET 1 ENGINEERS/PLANNERS/SURVEYORS
d 1
= 40 RESEARCH TRIANGLE PARK, NC
'~ RALEIGH, N~~H C~~I.IN~I P.O. HOX 14005 ZIP 27709-4005
(
jI DATE:
12-20-06 [phone]

LEVEL sPR1=AD1=R exlT v~L.oGlrr
(I" RUN01=F STORM) =APPROX. 0.47 FT/5
PERENNIAL CHANNEL LGE'V/yE~Lp SPREAD)=R
C1_ A 7y Ipt IIpM ~/VVI~ HOLI-
T L!1 ~ VIAL i~ MAIN OUTFACE PIPE EXIT
VELOCITY (I" RUNOFF
STORM) =APPROX. 1.23 FT/5
50' N~USE-- /~ C ~`- ' ; ! D 1551PAT ~ " ~ i ~ .-
BUFFER, ZONE I '- ~ ' ~ PAD - ~ ~~ = ', .
c - _ ~j ~ -
\ ~ ;%`' '~~" _ _ _ . -PIPE ~ ' ,
~ rI ' ~.~.# ~ J -
~ aoo / 50' NEUSE ~ ' ~ - -_-_
r -\
\ I / ~ BUFFER, ZONE 2 / ~ / - /
/
I / / \ /
/ ~
\\ , J o ~ ~ ~ i POND 2 ~ - ~ -~ ' ~ //
~ \\ / \\ ~
\\ I i ~ \ V / \ ~ / ~//
~-,~~p \ ~~~~ V A\`V ° - -~ ~ ~
660 _~. ~_-,..~ \\ \ \ v ,- - _. / ~ = - / ~ /~ i
` / -~ /
_ \ -- /
2~ I ~\ \, \ \ ~ / / /
_..-..~"`~ ~\\', ~ ~\\\ \ \ ~ ~ 420 ~ ' T-
I _ \ ~ ~ _
/ / ~ _
~~ \ ~ / _ \
~. \ . ~ ~~ /fin
ZONE I IMPACT: LEVEL SPREADER,
DISCHARGE OVERFLOW TOTAL AREA
0.02 ACRES
ZONE 2 IMPACT: CLEARING AND
6RADIN6 AREA O.Ib ACRES
~ ~ - ~ \
\ \~ 1\
.~~IRO;
\_'~ \\``._1
\\ \~
~'
e 1 , ~;'
~ i. ~ ;
I ~
I I ~
~EiAj \ .
9"
6 :8 ~~
0
GRAPHIC SCALE
50 O 25 50 100
1 inch = 50 ft.
PROJECT N0. FFD-OB000
CENTERVIEW THE JOHN R. McADAMS
~ FILENAME: FFD-06000X COMPANY, INC.
SURVEYORS
RS
~
d 5~~:
~~
1 BUFFER IMPACT SHEET 2 ENGINEERS/PLANNE
/

~ ,
= 50 RESEARCH TRIANGLE PARK, NC
RALEIGH, NO]~ CAROLINA P.O. HOX 14005 ZIP 27709-4005
~ DATE: 1Z-ZO-O6 [phone]

•
•
•
THE JOHN R. McADAMS COMPANY, INC.
P.0. Box 14005
Research Triangle Park, North Carolina 27709
[phone] [phone] Fax
PAGE
OF
J R McA JOB N0. FF ~ - o~ DATE r'S , )A^` -n=7BY ~' ~ CHECKED BY
(Date)
CLIENT
PROJECT C-E-~~(LyI~W

Worksheet
Worksheet for Circular Channel
Project Description
Worksheet and 2
Flow Element Circular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.013
Slope 0.56
Diameter 12 in
Discharge 0.04 cfs
Results
[ ° ~uNOFF SfoRr't PEtA~
Depth 0.09 ft
Flow Area 3.2e-2 ft2
Wetted Perimeter 0.59 ft
Top Width 0.56 ft
Critical Depth 0.08 ft
Percent Full 8.5
Critical Slope
Velocity °o
1.23 ft/s
Velocity Head 0.0
Specific Energy 0.11 ft
Froude Number 0.90
Maximum Discharge 2.87 cfs
Discharge Full 2.67 cfs
Slope Full 1.26e-4
Flow Type Subcritical
Project Engineer: Jon Aldridge, EI
x:\...\design files\pond 2 level spreader.fm2 The John R. McAdams Company, Inc. FlowMaster v6.0 [614b]
01/08/07 09:34:54 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1