20150918 Ver 1_401 Application_20150915

SPANGLER
ENVIRONMENTAL, INC.
Land Planning • Permitting Environmental Consulting Construction Management Expert Testimony
August 31, 2015
Ms. Jennifer Burdette
NCDENR Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
RE: Town Center Apartments PCN submittal
Dear Ms. Burdette,
S�
Q950918
RINI�pb;Ili I SEP 0 4 2111,
DENR - WATER r(EBCiv, ,"�
401 & BUFFER PERMITTING 1
Please find attached for your review the PCN application for NWP 29 for the proposed project located northwest of the intersection of
Fox Road and Jeffreys Creek Lane in Raleigh, NC. Delineation of the project was originally performed by Soil and Environmental
Consultants, PA. As a part of the proposed residential development, there are impacts to Jurisdictional waters to be permitted. There
are riparian buffer impacts (0.31 acres total) due to a perpendicular road crossing, a perpendicular sewer line crossing, and fill slopes
necessary for grading. These impacts are beneath the thresholds requiring mitigation as listed in The Neuse River Buffer Rules (15A
NCAC 02B .0233) and are all classified as "Allowable ". There are also stream impacts (143 linear feet total) due to the
aforementioned roadway and sanitary sewer line. Attached are the copies of the proposed Site Plan, impact cross sections, JD request
containing GIS maps, Stream Determinations and Agent Authorization letter. Also attached to this letter is a check in the amount of $
240.00 for the Minor Water Quality Application fee. Thank you for your timely assistance in this matter.
Sincerely,
Tomas Will
Project Scientist
CC: FILE
Attachments - PCN Form
Agent Authorization Letter
Approved JD Request Submittal
DWR Stream Determination
Site Plan Exhibits
Wetland/Stream/Buffer Impact Exhibits
Fee - $ 240.00 (check)
4338 Bland Road Raleigh, N.C. 27609 tel [phone] fax 919 - 546 -0757 Toll Free 1- 866 - SPANGLER
3961 -B Market Sheet Wilmington, N.C. 28403 tel 910 - 343 -9375 fax 910 - 343 -8351 www.spanglerenvironmental.com

Office Use Only,
Corps action ID no.
DWO project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
..........
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the Corps Q Section 404 Permit ❑ Section 10 Permit
lb. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number.
ic. Has the NWP or GP number been verified by the Corps? nX Yes ❑ No
1d. Type(s) of approval sought from the DWO (check all that apply):
0 401 Water Quality Certification - Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Ouahty Certification - Express Q Riparian Buffet Authorization
1 e. Is this notification solely for the record For the record only for DWO For the record only for Corps Permit,
because written approval is not required? 401 Certification:
(:) Yes fX1 NO ❑ Yes Q No
if, Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank ❑ Yes Q No
or in-lieu fee program,
ig. Is the project located in any of NC's twenty coastal Counties If yes, answer in ❑ Yes ONo
Ii below.
in Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes nX No
2, Project Information
2a, Name of project. Town Center Apartments
2b. County: Wake
2c. Nearest municipality I town Raleigh
2d, Subdivision name: I
2e. NCOOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Foxwood Apartments of Raleigh, LLC
3b. Deed Book and Page No (PIN) 17370330656
3c, Responsible Party (for LLC if
Kenneth Burnham
applicable):
3d. Street address: 642 Kreag Rd., Suite 302
3e. City, state, zip: Pitsford. NY 14534
3f Telephone no.:
39. Fax no,:
3h. Email address- kburnham [e-mail]
Page I of 10
PCIN Form - Version 1,4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑X Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a.
Name:
Jim Spangler
5b.
Business name
Spangler Environmental, Inc.
(if applicable):
5c
Street address:
4338 Bland Rd
5d.
City, state, zip:
Raleigh, NC 27609
5e.
Telephone no.:
919- 875 -4288
5f.
Fax no.:
919- 875 -4287
5g. Email address: [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la, Property identification no (tax PIN or parcel ID) 11737033066
1b, Site coorcinales (in decimal degrees) Longitude:
Latitude: 35 8726 t8 5596
.. .............
11c, Property size, 45.95 acres
2, Surface Waters
2a. Name of nearest body ofwater to proposed 1, Perry CreeK
2b, Wale, Quality Classification . -Tatar nearest receivira �atpr C, NSW (stream index 27- 25 -(2)
r2c,- River basin Neuse
3. Project Description
3a Describe the existing conditions on the s!te and the general land use in the vicinity of the project at the time of th,s
application:
Neo, Apart--tent complex with erri&nder, Mostly wr)•ode1j, S�! 3,no,nq area is undeveloped to the he,,t and north fesrdent,al subdr,.;s4on or
cornnrierc—i! retai, to the east and south, bordwpd by lf�4C or, the .oath
.. . ...............
31) List the total estimated acreage of all existing wetlands on the property'. 10 36
3c, Gist the total estimated linear feet of all existing streams (intermittent and perennial) or the property: 3.991,
3d Explain the purpose of the proposed project
Provided residential apamments
3e. Describe the overall project in detail the type of equipment to be used
Typ,au .,i,wsliucwom equiprnvnt for road and building cowl uchori st-P overall Brie plan for rnoie h1se nunioer of U,fts'0.11 king uti'soes
................ . -- — ---
4. Jurisdictional Determinations
Have jurisdictional wettand or stream determinations by the 21 Yes No Unknown
Corps or State been requested or obtained for this property I Comments. final JlDreqUeSted 412&15
project (including all prior phases) in the past?
4b, if the Corps made the jurisdictional determination, what type ❑ Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: S&EC PA
Name (if known): Nevin Martin Other,
4d If yes, list the dales of the Corps jurisdictional celterminations or State determinations and attach documentation,
USAGE site rneetmq on 3126115 by David Shaeffer - SAW-201 5-CO596, final JD requested on Af2tk'! 5 but not received yet
DWR she meeting on 9;15114 with James Graham NSRRO# 14,33 7 letter issued 5122/:3
5. Project History
5a Have permits or certifications been requested or obtained for M Yes E] No ❑ unkriciwn
this project (including all prior phases) in the past?
5b If yes, explain in detail according to 'help fde' instructions
DWR recows indicate that an application was subn,illtv,,ib a nreyious =)sullant far a p6Qr owner b-ji that the approval was nevea =ssuea
S Future Project Plans
I 6a Is this a phased project? Z Yes ❑ No
I 6b If yes, explain
i
i The project is phased but impacts necessary for all phases are addressed in this application
Page 3 of 10
PCN Form – Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply)
❑X Wetlands
❑X Streams — tributaries
❑X Buffers
❑ Open Waters
❑ Pond Construction
2. Wetland Impacts
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
If there are wetland impacts proposed on the site, then complete this question for each wetland
area impacted.
Impact
2a. 2b
2c.
2d.
2e
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
(linear
Temporary (T)
Corps (404,10) or
impact
Permanent (P) or
(feet)
feet)
S1 P
DWQ (401, other)
(acres)
Temporary (T)
Corps
11
110
S2 P
Stabilization
W1 P
Fill
Headwater Wetland
Yes
Corps
0.0134
W2 P
Fill
Headwater Wetland
Yes
Corps
0.0021
W3 P
Fill
Headwater Wetland
Yes
Corps
0.0348
W4
Choose one
Unknown
Yes /No
Corps
W5
Choose one
Choose one
Yes /No
W6
Choose one
Choose one
Yes /No
2g. Total
Wetland Impacts:
0.0503
2h. Comments:
W1 is located in Impact Area 1, W2 is located in Impact Area 2, and W3 is located in Impact Area 3
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
UT Perry Creek
PER
Corps
11
110
S2 P
Stabilization
UT Perry Creek
PER
Corps
11
13
S3 P
Fill
UT Perry Creek
PER
Corps
7
20
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts 143
3i. Comments:
S1 and S2 are located in Impact Area 2 S3 is located in Impact Area 3.
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
❑ Yes ❑ No If yes, permit ID no:
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below
5i. Expected pond surface area (acres):
4a. 4b. 4c.
4d 4e.
Open water Name of waterbody
5j. Size of pond watershed (acres):
impact number (if applicable) Type of impact
Waterbody Area of impact (acres)
Permanent (P) or
type
Temporary (T)
01 Choose one
Choose
O2 Choose one
Choose
O3 Choose one
Choose
O4 Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman
If pond or lake construction proposed, then complete the chart below
5a. 5b
5c.
5d. 5e.
Pond ID number Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet) Upland
purpose of pond
Zone 2
(acres)
mitigation
Flooded Filled Excavated
Flooded Filled Excavated
P1 Choose one
+I P2 Choose one
I 5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k Method of construction -
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,
then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then
you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman
❑ Other:
6b. 6c.
6d. 6e. 6f.
6g.
Buffer Impact Reason for impact
Stream name Buffer
Zone 1
Zone 2
number—
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary (T)
feet)
feet)
B1 P Road Crossing
UT Perry Creek No
6,968
4,092
B2 P Sewer Line
UT Perry Creek No
1,245
849
B3 P Grading
UT Perry Creek No
0
491
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
8,213
5,432
61. Comments: Road crossing disturbs <150 linear feet and <1/3 acre of buffer. Perpendicular sewer line disturbs less than 40 linear feet of buffer.
Grading /revegetation is in Zone 2
and will not compromise Zone 1. These activities are "Allowable" under Neuse River Buffer Rules
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposec impacts in designing project.
koa ; cm -siong ww UU;rly cro$ sings are peri)£.n<lt cida,, to the SueariA ' ellands and ouffei hiiacwa ;1S t— ipicyed to mini3,'Yi le 1.1,pac's
Ut=i .,es Conned to an existing Sewer imp ins aie Set, High quality tx>ttorniand haicwoo€f oeliandS Nave been a vo oed
i lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
?'S t.':#il ,*�i, €I!L'rei,SifSlatg waif$ are utilized on the roar Grossing t0 minimize the length of strearn itvpact uliti,y f,nes are desrgneo as higp, id. tr`e :analsca
as poss,tide white still atiowing for a gravity tie .nto an existing sewer t,ne
2_ Compensatory Mttigatton_ for ir°npacts to haters of the U.S. or Waters of the State
2a Does the project require Compen savory M,tigation for t Yes Q No
i impacts to Waters of the U & or %Haters of the Slate?
1
2n if Yes mitigation is required by {cneck all that apply} D DWO corps t
1
c
if yes which mitigation option will be used for this
project?
3 Complete if Using a Mitigation Bank
3a- Name of Mitigation Bank;
3b Credits Purchased (attach receipt and letter)
3
1 3c Comments:
0 Mitvtion bank
[� Payment to in --lieu fee program
Permittee Responsible Mrtigation
I Type. Choose one
l
Quantity;
Type: Choose one
[ Quantity,
3 "Type. Choose one
Quantity.
It 4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached.
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature; Choose one
4d.
Buffer mitigation requested (DWO only)
square feet
4e.
Riparian Welland mitigation requested. l
acres
{ 4f
Non - riparian wetland mitigation requested
acres
4g,
Coastal (tidal) wetland mitigation requested'
acres
4h,
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a,
It using a permittee responsible mitigation plan. provide a description
of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWO
6a Will the project result in an impact within a protected riparian buffer that requires Yes No
buffer mitigation?
6b If yes, then identify tne square feet of -ruipact to each zone of the ripartan buffer that requires mittgalion Calculate the
amount of mitigation required,
1 6C 6d 60
Zone Reason for impact Total impact fvlultipl,er Required miticiano"!
,square feet'i (Square feet)
...... . . .......
Zone 1 3 (2 for Catawba;
Zone 2
,.._,.,,..M,,,.._ — ---- -
611, Total buffer millgation required,
6g. It buffer mitigation is required, discuss what type of rnitigation is proposed =e payment to private mitigation bank
permittee responsible riparian buffer restoration, payment into an approved in-heU fee fund),
Impacts for the road cxoss,ng anci are t'ek m�t,9d:,on ltveshoids
6h Comments,
lmm�

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include of is it adjacent to protected riparian buffers identified
Q Yes No
within one of the NC R 1,an Butter Protection Rules?
it),
If yes, then is a diffuse `Iov plan included? If no explain why,
Stwrrwatei
manauemem pia,, i^ nl� apwoved tv the cily of Rilo�qli
E] Yes Z No
2.
Stormwater Management Plan
2a,
What is the overall percent imperviousness of this project?
30%
2b,
Does this project requite a Stormwater hianagemen! Plan?
Q Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan. explain why-
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan,
rl•a
s!31rnwa!ef Pizm w4l ne rev�,rWer, amo aopfcwea o !he City of Raleigh Approximate WAP locations are
snown on the rilins sobmitteo mlt' !1,5
gi ariplicalion
. . .........
2e
Who will be respons,ble for the iev!ew of the Storrinwaiter Management Plan'
1 3,
Certified Local Government Stormwater Review
3a,
In which local government s junsqiclron is this pro
Rai 4jh
Phase 11
NSW
3b
Which of the following iocally-implemented slormwater management programs
M USMP
apply (check all that appiy)�
F1 Water SupplV Watershed
0 Other,
13c
Has the approved Stormwater Management Plan with proof of approval been
El Yes 21 No I
I
4.
attached?
DWQ Stormwater Program Review
C]Coastal counties
DHOW
4a
Which of the fotlowing state-implemented stormwatet management programs apply
1 LJORW
(check all' that apply)
FSession Law 2006-246
DOther,
4b,
Has the approved Stcr,,nwater Management Plan with proof of approval been
E) Yes [X:] No
attached?
5.
DWQ 401 Unit Stormwater Review
5a,
Does the Stormwater Management Plan meet the appropriate requirements?
2)Yes No
5b
Have all of the 401 Unit submittal requirements been met?
Yes No
Page 8of10
PCN Form - Version 1 4 January 2009

a
F. Supplementary Information
? 1. Environmental Documentation (DWO Requirement)
la Does the project invo €ve an expenditure or public (federalrstateltn ;a1. r,,inds or the
use of public (federallstate i =and
; tb If you answered 'yes " « "to the ar)ove acres the project require preoafawon of an
environmental document pursuan! to the cequsrements of the Nations, or Mate
(North Carolina) Environmental Policy Act (NEPAJSEPA )'a
1 i; It you answered `yes" to the above, has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
P Yes ERJ No
[„Yes
letter) -1 Yes
r Comments_
2. Violations (DWO Requirement)
2a is the site in violation of DWO Welland Rules (15A NCAC 2H .0500') Isolated
Wetland Rules (15A NCAC 21-1 1300) DWO Surface Water or Wetland Standards, O Yes
or Riparian Buffer Rules (15A NCAC 28 0200)?
No
l
No
i
Q No
2b, is this an after- the -fact permit application? OYes XQ No
2c. if you answered 'yes' to one or born of the above questions, provide an explanation of the violation(s)
5
_..., ....____ _.._.,........._... ,..«........ ., ..«««....«.„M„„.„„�««...e. a ...., «._.,,... «. «.««..�,..... e.. n............«...«« «........ ... ..,.. ..« ... ........._... ..«-.. .......... _$
t
3. Cumulative Impacts (OWQ Requirement)
3a_ Will this project (bases; on past and reasonably anticipated future impacts) result in i rl Yes No
additional development, whic.t, cou'd impact nearby downstream water quality, l
i
3t; if you answered 'yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWO policy if you answered 'no,' provide a short narrative descrirrtion.
We nave revs well the 'Draft Internal Poi,cy Carnuialwe irnpacts and the 4O1 water `. ,21rty+ Cerlrf Caton and Isolated Wetianos, Programs' aocurmnt
prepared by the NC Jivisaoa of Water Quahry on April 10, 2004, version 2 1 Tbc draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, risost restden iai subdivts,ons and small commercial developments as well as agricultural
and simcuitural operations Town Center is a small urban residential deve2oDrrien7
3
4. Sewage Disposal (DWO Requirement)
4a 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.
Connection to existing muntcspal sewer hne
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a, Will this project occur in or near an area with federally protected species or 0 Yes Q No
habitat?
Sb.
Have you checked with the USFWS concerning Endangered Species Act [j Yes X� No
impacts?
5c. if yes, indicate the USFWS Field Office you have contacted.
5d. What data source; did you use to deter€ Poe whether your site would impact Endangered Species or Designated Critical
Habitat?
fhreatenoo rdargereo Species are w.Mo =or the Raleigh Fast Quad via a NC,Nalurai Heii0ge Prorfams Data Search,
it s s our understanding that tIe rUSACE w'.'. f rre Wly consult with US!"MNS regatd-ing potential impacts to long eared bat habitat for any Wake Co sire
6. Essential Fish habitat (Corps Requirement)
Sa. Wttl this carts zzc Pectic in or near an, area designated as essential fish habitat? ( Yes Qt No l
fib What dat.,a sources did y:?,> t,.,,se to determine whelther your site v ouW impact Essential fish Habitat?
The N AA
iaix ;ai Piontecliorr; N'aionai Marine Fish Se MceEssential Fish Habtat Mapper webshe arofel r;,C <1
t : t•a r3 a . l pt was r ertt"" w ris6 tyt §r iv
prd�Iec'
7. Historic or Prehistoric Cultural Resources (Carps Requirement) i
s ----- . ......
�..
Ta, Will this project occu, :,i or near an area that the state, federal or, tribal
governments have oesignated as having historic or cultural preservation 0 yes Q No
status (e,g_, National Historic Trust designation or properties significant in
North Caroll €na history and archaeology)'
7b. What data sources did you use to determine whether your site would impact historic or areneological resources?
Records checks at tite state Historic Preservation Office or the Offer of Stater Archeology were not perforr iecl. No structures were observed during
the wetfand evaivat.on and no structures are tdentified ors the NC State Historic Preservation Office HPOWES GIs service.
S. Flood Zone Designation- (Corps Requirement)
8a, Will this project occur in a FEf A- designated 100-year floodpiain? ® Yes Q No
8b. If yes: explain how project meets FEIMA requirements.,
Parts of the property are within til0 year flooepla n and floodway but tease aces w'rfl be left undisrutbed and none of the Proposed impacts occur with
the ffoodlain or Powway
8c, What source(s) did you use to make the floodplain determination?
Wake c ttrity Gi5 fnopfes affached}
t
i
n � ,
rated Nan-re NN )h . - pA�errt' Signature
Date
tAgertt's tp;nature is `wP, -Tai only if in Ratio #odzai €on
fettw frorn the applicant is provided.)
i.

FOXWOOD APARTMENTS OF RALEIGH, LLC
1080 Pittsford - Victor Road
#202
Pittsford, New York 145' )4
585 -586 -2828
585 - 586- 8582(Fax)
August 17, 2015
To Whom It May Concern:
The letter serves to inform you that Foxwood Apartments of Raleigh, LLC located at 1080
Pittsford - Victor Road #202, Pittsford, NY 14534 hereby authorizes Spangler Environmental, Inc.
to act as our technical agent for the purposes of environmental issues, including wetland and
stream identification, permitting, mitigation planning and regulatory agency coordination at the
property known as 6701 -6905 Fox Road, 43.5 Acres, and as shown in Wake County, North
Carolina records as Foxwood Apartments of Raleigh, LLC. All site visits by regulatory
personnel must be coordinated in advance with our agent, Spangler Environmental, Inc. This
letter supercedes all previous Agent- related correspondence.
The following contact persons should be copied on all correspondence:
Property Owner (or Legal Agent /Representative):
Kenneth C. Burnham, Member
Foxwood Apartments of Raleigh, LLC
1080 Pittsford - Victor Road 4202, Pittsford, NY 14534
585 -586 -2828
Technical Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
91 9- 875 -4288
jspangler @spanglerenvironmental.com
Member, Foxwood Apartments of Raleigh, LLC

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 6701 Fox Rd
City, State: Raleigh, NC
County: Wake
Directions: Access to the site is available via the north side of fox road located just
northeast of the 1 -540 overpass
Parcel Index Number(s) (PIN): 1737033066
B. REQUESTOR INFORMATION
Name: James Spangler
Mailing Address: 4338 Bland Road, Raleigh, NC 27609
Telephone Number: 919 - 875 -4288
Electronic Mail Address l: JSpangler @spanglerenvironmental corn
Select one:
❑ 1 am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Foxwood Apartments of Raleigh LLC., attn: Kenneth Burnham
Mailing Address: 1080 Pittsford - victor Rd.
Pittsford, NY 14534
Telephone Number: 585- 586 -2828
Electronic Mail Address 3: kburnham @rochester rr corn
✓❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

:_
Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
I, the undersigned, a duly authorized owner of record of the property /properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of
1899.
See attached signed form
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
I am requesting that the Corps provide a meliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
1 am requesting that the Corps investigate the property /project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property /project
area and provide an approved JD (this may or may not include a survey plat).
® 1 am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property /project area and provide an approved JD (may or may not
include a survey plat).
° For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E.
Waters of the United States
Version: December 2013 Page 4

I
Jurisdictional Determination Request
F. ALL REQUESTS
ZMap oi`Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
® Size of Property or Project Area 45.95 acres
1y l_ I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
F-1 Completed and signed Preliminary Jurisdictional Determination Form.
❑ Proiect Coordinates: _ Latitude Longitude
Maps (no larger than 1 1x17) with Project Boundary Overlay:
Large and small scale maps that depict, at minimum: streets, intersections. towns
DAerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08 -02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands: Tributaries:
FWetland Data Sheets 1-1 USACF, Assessment Forms
Upland Data Sheets F-1 Other Assessment Forms
(when appropriate)
F] Landscape Photos, if taken
F] Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage /linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
Project Coordinates: 35.8726 Latitude - 785596 T ongitide
Maps (no larger than 1 Ix17) with Project Boundary Overlay:
® Large and small scale maps that depict, at minimum: streets, intersections, towns
® Aerial Photography of the project area
❑ USGS Topographic Map
❑✓ Soil Survey Map
® Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http: / /www usace.armv mil / Missions/ CivilWorks/ ReRulatorvProgramandPermits /reg suoo.asox
Wetland and Stream Assessment Methodologies can be found at:
htto: / /oortal.ncdenr org /c /document library /get file ?uuid= 76f3c58b -dab8- 4960- ba43- 45b7fafO6f4c &arouold-38364 and,
htto : / /www.5aw.usace.army.i -nii/ Portals /59 /does /regulatory /r)ublicnotices /2013 /NCSAM Daft Use, Manual 130318.odf
FS Delineation information must include, at minimum, one wetland data sheet for each wetland /community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands: Tributaries:
® Wetland Data Sheets ❑ LSACE Assessment Forms
I;pland Data Sheets Other Assessment Forms
(when appropriate)
❑✓ Landscape Photos, if taken
Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
F1Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s) ")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type.
Version: December 2013 Page 7

FOXWOOD APARTMENTS OF RALEIGH, LLC
1080 Pittsford - Victor Road
#202
Pittsford, New York 14534
585 -586 -2828
585 - 586- 8582(Fax)
August 17, 2015
To Whom It May Concern:
The letter serves to inform you that Foxwood Apartments of Raleigh, LLC located at 1080
Pittsford - Victor Road 9202, Pittsford, NY 14534 hereby authorizes Spangler Environmental, Inc.
to act as our technical agent for the purposes of environmental issues, including wetland and
stream identification, permitting, mitigation planning and regulatory agency coordination at the
property known as 6701 -6905 Fox Road, 43.5 Acres, and as shown in Wake County, North
Carolina records as Foxwood Apartments of Raleigh, LLC. All site visits by regulatory
personnel must be coordinated in advance with our agent, Spangler Environmental, Inc. This
letter supercedes all previous Agent- related correspondence.
The following contact persons should be copied on all correspondence:
Property Owner (or Legal Agent /Representative):
Kenneth C. Burnham, Member
Foxwood Apartments of Raleigh, LLC
1080 Pittsford - Victor Road 4202, Pittsford, NY 14534
585 -586 -2828
Technical Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
919- 875 -4288
jspangler @spanglerenvironmental.com
V cry it -k-
Member, Foxwood Apartments of Raleigh, LLC

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
James Spangler, Spangler Environmental
4338 Bland Rd , Raleigh, NC 27609
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
6701 Fox Rd , Raleigh, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County /parish /borough: Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.8726 °N; Long. - 785596 Ow.
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Perry Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters:
3991 linear feet: 2 to $ width (ft) and /or acres.
Cowardin Class: R4SB4, R3UB2, R2UB2
Stream Flow: intermittentand perennial
Wetlands: 10 35 acres.
COwardin Class: PF01A, PF01B, PF01F
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
✓❑ Field Determination. Date(s): 3 -26 -2015
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
a ppIicant/consultant: Survey of streams and wetlands prepared by Bass, Nixon & Kennedy Inc.
✓❑ Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
❑Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
✓❑ U.S. Geological Survey map(s). Cite scale & quad name: Raleigh &Wake Forest, 1 " =Z°°°'
❑✓ USDA Natural Resources Conservation Service Soil Survey.
Citation: Wake County Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
Photographs: IZI Aerial (Name & Date): Wake county GIs 2013 or
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTAN'r NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
M
�Signatu festing of
persor e reliminar y JD
(REQUIRED, unless obtaining
the signature is impracticable)

0
SAMPLE
Estimated amount of
Site
Latitude
Longitude
Cowardin
aquatic resource in
Class of aquatic resource
number
Class
review area
Feature 1
35.8743
-785603
PFOI F
10.16 acres
non- section 10 — wetland
Feature 3
35.8731
-785596
PFOI B
0 115 acre
non- section 10 — wetland
Feature 7
35.8728
-785619
PFO 1 B
0.007 acre
non- section 10 — wetland
Feature 8
35.8731
- 78.5597
PFOI B
0.007 acre
non - section 10 — wetland
Feature 9
35.8735
- 78.5630
PFOI B
0.006 acre
non - section 10 — wetland
Feature 10
35.8713
- 78.5589
PFOIA
0.0599 acre
non - section 10— wetland
Stream Al
35.8723
- 78.5596
R4SB4
199 linear ft.
non - section 10— non - wetland
Stream A2
35.8730
-785596
R4SB4
164 linear ft
non - section 10 — non - wetland
Stream B
35.8730
-785618
R3UB2
1941 linear ft.
non - section 10 — non- wetland
Stream D
35.8733
- 78.5631
R4SB4
195 linear ft.
non- section 10 — non - wetland
Perry
35.8748
- 78.5602
R2UB2
1492 linear ft.
non - section 10 — non - wetland
Creek
1

6701 Fox Rd.
PIN: 1737033066 000
Real Estate ID: 0159123
Map Name: 1737 13
Owner: FOXWOODAPARTMENTS OF
RALEIGH LLC
Mailing Address 1: KENNETH C BURNHAM
Mailing Address 2. 70 OLD STONEFIELD WAY
Mailing Address 3: PITTSFORD NY 14534 -9506
Deed Book: 015699
Deed Page 02250
Deed Date: 06/25/2014
Deeded Acreage: 45.95
Assessed Building Value: $0
Assessed Land Value: $4,085,900
Total Assessed Value: $4,085,900
Billing Class: Individual
Property Description: TR1A &1B PROP FOX
ROAD PARTNERS
Heated Area 0
Site Address: 6701 FOX RD
Township: NEUSE
Year Built: 0
Total Sale Price: $0
Land Class: VACANT
Old Parcel Number: --
N
0 205 410 820 Feet
1 inch = 400 feet
Otscleimer
(Maps makes every effort to produce and publish
the most current and accurate inronnatlon possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed orlmplied
,are provided for the data therein, its use,or its interpretation.

6701 Fox Rd.
A
0 150 300 600 Feet
I I I
1 inch = 300 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use, or its interpretation.

l ' 1
School
' \\ \� � i ..�.�.,.� I l • P � S _ � �� �f . 1 ` � 'r ��� it �
2
_: fI
c � `mil '� \ ��� •�l.a I ��.
_ gergotSt
` \ Town Dr i
6701 Fox Rd.
N
A
0 150 300 600 Feet
1 inch = 300 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes.
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use, or its interpretation.

6701 Fox Rd.
N
A
150 300 600 Feet
1 inch = 300 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
.are provided for the data therein, its use.or its interpretation.

wv a„ e2 •ace?
►i AKE COUNTY, NORTH CAROLINA — SHEET NUMBER 30
;'. -: °•;,'u �,-'� �; ��_--- __ -,�,- '—.�_, APB' _ AIDE?
ADS AQC2
. • ` �
t .ch r' ..,p., �.- �� Au AfA 4
riaC2
1
va t Aa3 �
Wh
tf�
4c
H W 'L LY
r W ¢
F!o
Q. y .. r � � �� 1'p St'OpiI3 l jj "^- l ��'' hGB1 t.-..�•..,,.�
ApB2 \ ` r� -) Lam'
\ ac.
W, '� i 4 Ro Wh AfA
, Cm J t4� Ro
l� t t3� Arr6 � gfiA
cm
Whr Rc \
1 APBG WO ApR -0/
ADf3wh+y ( �A
RO
ADC2
co
r1� ; Apa
AIA
J' .GZ2 �:a.; a 1 i � ti I APE . }
Aor-7
APC2 DuB !
APB •ap82 Cn ADD Gm
r PC2� ApB2 �� ti `'� ty ADC
°•pc AfA AfA
W I
y Wo l
/ Ce82 AOC ADD ..� \\ / Wo
Wy ADD WRE f `a \ �W `
HeD
+ +►PG2 ADD ApC
C2 AP62 1 � ApC2 AfA \'
l
HeE2 ADD
,i cm
{ �1 NCB ry it� �.�' ,w..�..,,.._..i AP'2 M
titf\ i r _ -\ . 1 �- —.� 4�. Ov ( NJm)i'i-
� F 1 - '..,`DuB
eC2 r f 2.1
C� Gu A2 A4�2 Apt
APC2
aTt A
Gu_ t Cn
-a j Wo huC I Wv
`
wq Y APC2 W..
rte., wo ` \: ,-` _ 'r;"�`, 4 ._�.,, ,;. A p B2 ApL,,,� wmD2
D WkE j .,, , LoE3 ,
ADC a� C
An r. O
G An0 ( U u APC2 \ WmE321
\ t
E wm wmc2
`='max f Loc �w
AoJW
w _ _ - __ \ °• ''
Lob r2 .• �` G &'. .?'C'
�„�
o� ppC2LL APC2. \�,AP82 ( /lac
` 1
WkE _ �, Wrr;B wm82 �WmC2 } O` \ '� YLwC2
1i 8Z Wm62
LoC wm82 Y
LmC o
ff AfA
WmC WkE APBl
r_ =
8 / WmD
Gu w \ 1 Wm82 1
Lo
Wmc
j
Wm c;2
{�
!
LoC
le l %
wmC2 .'NmC2 DuB
LO
wgv

_ i '_IF - - -
Pro ad Mgr.: DOT v. Hendrickson 11010 Raven Ridge Rd.- Raleigh, NC 27614
KM .._. Wake County, NC (919) M66" - (919) 846. -9467
,
_._ y Web Page: www.SandEC.com
Scale:
1" - 2000' I
01/'14/05 1 Raleigh and Wake Forts:
I Quadrangles

�.
water
Cr
SerW St
Town or
6701 Fox Rd.
L � a �-- � q
kq v Cr
t
4C-- ---�- vs r�A a'^� I 1 h&
nk
0 150 300 600 Feet
1 inch = 300 feet
Disclaim
Maps makes Ovary effort io produce and publish
the most current and accurate infonnatbn possible.
li mvsr, MO Imps af+e produced for fnfofrwWn purposes,
and are NOT surveys No wafrantles, expfessad or imp/ W
,are provided forthe data therein, Its use,orits lnterpretsow,

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Town Center Apts., 6701 Fox Rd. City/County. Raleigh/Wake Sampling Date. 112/15
Applicant/Owner. Foxwood Apartments of Raleigh, LLC state: NC sampling Pant: NW €'L
Investigator(s)- Kevin Martin Section, Township. Range:
Landfoun (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none) convex Slope (%): 2
Subregion (LRR or MLRA). P Lat 35,8747 Long: -78 5631 Datum,
Soil Map Unit Name: Wehadkee & Bibb NWI classification:
Are climatic 1 hydrolo is conditions on the site typical for this time or year? Yes No f (!f no, explain in Remarks.) ���
Are Vegetation Soil �, or Hydrology significantly disturbed? NO Are "Normal Circumstances" present? Yes t y t No
Are Vegetation Soil �, or Hydrology t__._.__1 naturally problematic? NIM (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
Rainfall has been above normal
� ►s s
Yes= No
Yes No ✓
Yes NoJ_7__T
Wetland Hydrology Indicators:
Pnmary Indicators (minimum of one is reouired, check all that aDoly)
Is the Sampled Area
within a wetland?
❑ Surface Water (Al)
❑ True Aquatic Plants (B74)
[� High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
❑ Saturation (A3)
❑ Oxidized Rhizospheres on Living Roots (C3)
IJ Water Marks (81)
Presence of Reduced Iron (C4)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Sods (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Iron Deposits (65)
❑ Inundation Visible on Aerial Imagery (B7)
❑ Water - Stained Leaves (B9)
F-1 Aquatic Fauna (B13)
Field Observations:
Surface Water Present? Yes ED No r " Depth (inches):
Yes = No 0
Secondary Indicators (minimum of two remaired)
❑ Surface Soil Cracks (66)
❑ Sparsely Vegetated Concave Surface (BB)
❑ Drainage Patterns (810)
❑ Moss Trim Lines (B16)
❑ Dry- Season Water Table (C2)
❑ Crayfish Burrows (CB)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (133)
❑ Microtopographic Relief (D4)
❑ FAC- Neutral Test (D5)
Water Table Present? Yes ® No Depth (inches): >14
Saturation Present? Yes Q No Depth (inches): > 14 wetland Hydrology Present? Yes n No EL
(includes capillary frincle)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants,
Absolute Dominant Indicator
Tree Stratum (Plot size % Cover Species? Status
I. Acer rubrurn 20 Y FAC
2 Liriodendron tulipifera 20 y FAC
Liquidambar styracifiva 255 Y FAC,
4.
5.
fi
5�}sH�sc! Siraturn (Plat size:
1. Acer rubrum
2,
3,
4
5
6,
Shrub Stratum (Plot s.ze.
1 Lrgustrum srnense
2.
3.
4
b.
6.
Herb Stratum (Plot sizr.:
1. Eulalia viminea
z. Arundanaria gigantea
3
4
5.
6.
7.
Q
9.
10.
11
Woodv Vine Stratum (Plot size.
1.
2.
3.
4.
5.
- 65 - ota' Cover
50% of total cover 32.5 20% of total cover• 13
)
10 y FAC
- 10 = Total Cover
50,. of total cover: 5 20% of total cover, 2
)
20 Y FAC
20 = Total Cover
50% of total cover: 10 20% cf totel cover: 4
60 Y FAC+
5 N FAC\N
65 = Total Cover
50% of total cover 52.5 20% of tutal cover 13
1
Sampling Point: NW PL
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC. 6
(A)
Total Number of Dominant
Species Across All Strata: b
(B)
Percent of Dominant Species
That Are 013L, FACW, or FAC: 100
(A/B)
Prevalence Index worksheet: -
- _- -
Total 44, Cover of: Multroly bv:
i CiBL species x 1 =
i
FACW species x 2 =
FAC species _ x 3 -
FACU species x 4 =
UPI species x 5 =
Column Totals (A)
(B)
Prevalence Index - B/A -
Hydrophytrc Vegetation Indicators:
Q 1 Raped Test for Hydrophyt c Vegetation
❑ 2 Dominance Test is >50%
03 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless drstu-bed o, ;;roblemati..
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7 6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to o m) in height.
Herb - All herbaceous (non - woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
- Hydrophytic
Total Cover Vegetation
50% of total cover. 20 °!n of total cover.
Present? Yes M No=
Remarks. (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

SOIL Sampling Point: NWPI_
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % woe' Loc' Texture Remarks
0 -14 2.5Y 5/4 90 7.5YR 4/6 10 C M SCI.
'Type: C= Concentrat,on. D= Depletion, RM- Reduced Matrix, INAS- Masked Sand Grains. 2Location, PL =Pore Lininq, M =Matrix
Hydric Soil Indicators
Indicators for Problematic Hydric Soils':
Histosol (Al)
❑ Dark Surface (S7)
0 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Poiyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
[] Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matnx (F2)
Ej Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (At 2)
❑ Sandy Mucky Mineral (51) (LRR N,
MLRA 147, 148)
® Sandy Gleyed Matrix (S4)
❑ Sandy Redox (S5)
:] Stripped Matrix (S6)
Restrictive Layer (if observed):
Type:
❑ Redox Depressions (178)
❑ Iron - Manganese Masses (F12) (LRR N,
MLRA 136)
® Umbric Surface. (1`13) (MLRA 136, 122)
❑ Piedmont Floodplain Soils (1`19) (MLRA 148)
❑ Red Parent Material (F21) (MLRA', 27, 147)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless Disturbed or problematic.
Depth (inches): Hydric Soil Present? Yes E] No
Remarks,
US Army Corps of Engineers Eastern Mountains and Piedmont -- Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
ProjecUSite: Town Center Apts., 6701 Fox Rd. . city /County: Raleigh/Wake Sampling Date. 1/2/15
Applicant/Owner. Foxwood Apartments of Raleigh, LLC State. NC sampling Point flag 95
Investigator (s): Kevin Martin Section, Township, Range,
Landform (hillslope, terrace, etc.). toeslope Local relief (concave, convex, none). convex Slope (%) 4
Subregion (LRR or MLRA). P Lat. 35 8734 Long: - 78.5593 Datum.
Soil Map Unit Name- Worsham NWI classification:
Are climatic 1 hydrolo is conditions on the site typical for this time of year? Yes = No I Y I (If no, explain in Remarks.)
Are Vegetation Soil �, or Hydrology significantly disturbed? NO Are "Normal Circumstances" present? Yes = No
Are Vegetation Soil ❑, or Hydrology naturally problematic? Nb (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
Rainfall has been above normal
HYDROLOGY
Yes F-7-1T No
Yes No ✓
Yes ❑ No a y p
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is reawred: check all that aanly)
Is the Sampled Area
within a Wetland?
❑ Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
❑ Saturation (A3)
® Oxidized Rhizospheres on Living Roots (C3)
❑ Water Marks (131)
❑ Presence of Reduced iron (C4)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (84)
❑ Other (Explain in Remarks)
❑ Iron Deposits (1:35)
❑ Inundation Visible on Aerial Imagery (67)
�] Water - Stained Leaves (69)
Aquatic Fauna (B13)
Field Observations:
Surface Water Present? Yes [� No Q Depth (inches)
Yes = No =
Secondary Indicators (minimum of two reauired)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (88)
❑ Drainage Patterns (B10)
❑ iMoss Trim Lines (B16)
❑ Dry - Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (132)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC- Neutral Test (D5)
Water Table Present? Yes ❑ No L'J Depth (inches). >14
Saturation Present? Yes ❑ No Depth (inches): > 14 Wetland Hydrology Present? Yes ,L No IL
(includes capillary frincle)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: Flag 95
5.
6.
Shrub Stratum (Plot size
1.
2.
3.
4.
5.
6.
(A)
(B)
WE I)
(B)
Prevalence Index = BIA =
25 = Total Cover Hydrophytic Vegetation Indicators:
50% of total cover: 12.5 20% of total cover: 5 ❑ 1 - Rapid Test for Hydrophytic Vegetation
1 ❑ 2 - Dominance Test is >50%
Q3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
Herb Stratum (Plot size: )
1. Woodwardia areolata
2. Arundanaria gigantea
3.
4.
5.
o ".
7.
8
9.
10.
11.
50% of total cover: 40
Woodv Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
% Cover
Species? Status
Number of Dominant Species
1. Betula nigra
20
Y FACW
That Are OBL, FACW, or FAC: 6
z.
Sapling - Woody plants, excluding woody vines,
3 Liauldambar styraciflua
10
Y cpC�
Total Number of Dominant ^
6
Shrub - Woody plants, excluding woody vines,
Species Across All Strata:
4
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
Percent of Dominant Species
5
Woody vine - All woody vines, regardless of height.
80 = Total Cover
That Are OBL. FACW, or FAC: 100
6.
30
= Total Cover
Prevalence Index worksheet:
50% of total cover: 15
20% of
total cover; 6
Total % Cover of- Multiolv bv:
OBL species x 1 =
SaDlino Stratum (Plot size: }
1, Acer rubrum
15
Y FAC
FACW species x 2 =
2. Liriodendron tulipifera
10
Y FAC
FAC species x 3 =
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals (A)
5.
6.
Shrub Stratum (Plot size
1.
2.
3.
4.
5.
6.
(A)
(B)
WE I)
(B)
Prevalence Index = BIA =
25 = Total Cover Hydrophytic Vegetation Indicators:
50% of total cover: 12.5 20% of total cover: 5 ❑ 1 - Rapid Test for Hydrophytic Vegetation
1 ❑ 2 - Dominance Test is >50%
Q3 - Prevalence Index is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
Herb Stratum (Plot size: )
1. Woodwardia areolata
2. Arundanaria gigantea
3.
4.
5.
o ".
7.
8
9.
10.
11.
50% of total cover: 40
Woodv Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes n No=
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
= Total Cover
Definitions of Five Vegetation Strata:
_ 20% of total cover:
Tree - Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and 3 in.
60 Y OBL
(7.6 cm) or larger in diameter at breast height (DBfi).
20 Y FACW
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
80 = Total Cover
20°1 of total cover: 16
Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes n No=
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: Flag 95
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) Color (moist) Type' LOC2 I exture Remarks
0-3 2.5Y 4/3 100 SL
3 -14 2.5 4144 100 8CL
Type C—Concentration, D=Deplet,on, RM=deducecl Matrix, MS=Masked Sand Grains Location,
PL=Pore Lining, M= Matjjx.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils 3:
Hibtosol (Al)
Dark Surface (S7)
1:12 cm Muck (A10) (MLRA 147)
❑ Histic Lpipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147,148)
❑ Hydroger, Sultide (A4)
Loamy Gleyed matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ --�vatified I ayers (A5)
❑ Depleted Matrix (F3)
(MLRA 136,147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
Q Depleted Dark Surface (177)
❑ Other (Explain in Remarks)
❑ ThicK Dark Surface (Al2)
❑ Redox Depressions (m
❑ Sandy Mucky Mineral (Sl) (LRR N,
❑ Iron -Ma loan ese Masses (F12) (LRR N,
MLRA 147,148)
MLRA 136)
Li Sandy Gleyed Matrix (S4)
Umbric Surface (F13) (MLRA 136, 122)
3 Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (1719) (MLRA 148)
wetland hydrology must be present,
❑ Striope Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or pxoblernatic.
Restrictive Layer (if observed):
Type.
Depth (inches).
Hydric Soil Present? Yes ❑ No F71
Remarks-
US Army Corps of FnQ!neer,,, Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Town Center Apts , 6701 Fox Rd. City/County: Raleigh/Wake Sampling Date: 112/15
Applicant/Owner. Foxwood Apartments of Raleigh, LLC . State: NC Sampling Point: Flag 21
Investigator(s): Kevin Martin Section, Township, Range: _.
Landforrn (hilislope, terrace, etc.): F'oodplaln Local relief (concave, convex, none) concave Slope ( %): <2
Subregion (LRR or MLRA): P Lat: 35.8741 Long: -78 5624 Datum,
Sod Map Unit Name: Wehadkee & Bibb NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes F---] No l V i (if no, explain in Remaiks.)
Are Vegetation So i L(�__J, or Hydrology =significantly disturbed? NO Are "Normal Circumstances" present? Yes= No
Are Vegetation L_____.1
Soil . o, Hydrology ❑ naturally problematic? f4a (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
-4
I lydrophytic Vegetation Present? Yes '�Y I �--�� No
Is the Sampled Area �--�
Hydric Soil Present? Yes I Na within a Wetland? Yes t v f No
Wetland Hydrology Present? Yes ❑ No=
Remarks:
Rainfall has been above normal
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is recurred;
check all that aooly)
❑ Surface Soil Cracks (66)
❑ Surface Water (Al)
❑ True Aquatic Plants (614)
❑ Sparsely Vegetated Concave Surface (B8)
❑✓ High Water Table (A2)
❑ I lydrogen Sulfide Odor (C1)
n Drainage Patterns (810)
0 Saturation (A3)
✓ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (B16)
[—I Water Marks (81)
❑ Presence of Reduced Iron (C4)
❑ Dry - Season Water l able (C2)
❑ Sediment Deposits (62)
❑ Recent Iron Reduction in Tilled Soils (C6)
[] Crayfish Burrows (C8)
❑ Drift Deposits (B3)
❑ Thin Muck Surface (C7)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (64)
❑ Other ( Fxplain in Remarks)
❑ stunted or Stressed Plants (D1)
❑ iron Deposits (65)
❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (67)
❑ Shallow Aquitard (D3)
Water- Stained Leaves (119)
❑ Microtopographic Relief (D4)
❑ Aquatic Fauna (B13)
FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes=
No Q Depth (inches). 2
Water Tabte Present? Yes , - ,
No = Depth (inches). 0
0
No=
Saturation Present? Yes=
No = Depth (inches) Wetland
Hydrology Present? Yes
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Dominance Test worksheet.
Absolute Dominant
Indicator
Tree Stratum (Plot size: )
o Cover Soeaes?
Status
1. Acer rubrum
25 y
FAC
2. Nyssa sylvatica
10 Y
FAC
s. Liquidamhar styraciflua
1n y
FAC+
4.
Total % Cover of: Multiolv bv:
5
FACW species x 2 =
6.
FAC species x 3 =
Saohno Stratum (Plot size.
1 Acer rubrum
2 Liquidambar styraciflua
3.
4.
5.
6.
Shrub Stratum (Plot size:
1.
2.
3.
4.
5.
6.
Herb Stratum (Plot size:
1, Saururus cernuus
2.
3.
4,
5,
6.
7.
8.
9.
10.
11
Woodv Vine Stratum (Plot size:
1.
2.
3.
4.
5.
50% of total cover: 22.5
1
45 = Total Cover
20% of total cover 9
20 Y FAC
15 Y FAC+
Sampling Point: Flag 21
Dominance Test worksheet.
Number of Dominant Species
That Are OBL, FACW, or FAC: 6
(A)
Total Number of Dominant
Species Across All Strata: 6
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC 100
(A/B)
Prevalence Index worksheet-
Total % Cover of: Multiolv bv:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
(B)
Prevalence Index = B/A =
35 = Total Cover Hydrophytic Vegetation Indicators:
50% of total cover 17.5 20% of total cover: 7 ❑ 1 - Rapid Test for Hydrophytic Vegetation
1 ❑ 2 - Dominance Test is >50%
3 - Prevalence Index is < -3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
50% of total cover. 20% of total cover:
30 Y OBL
30 = Total Cover
50% of total cover: 15 20% of total cover: 6
)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7 6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non - woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present?
Remarks: (Include photo numbers here or on a separate sheet.)
Yes n No=
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: Flag 21
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0-14 5Y 511 95 7.5YR 416 5 C PL CL
`Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS40asked Sand Grains. 2 Location: Pl. =Pore Lining, M-Matrix
Hydric Sail Indicators:
Indicators for Problematic Hydric Soils':
Hi,to,,l (Al)
D Dark Surface (S7)
1:1 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
❑ Poiyvatue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (SO) (MLRA 147,148)
(MLRA 147, 148)
E-1 Hydrogen Sulfide (A4)
❑ Loamy Gieyed Matrix (F2)
Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136,147)
❑ 2 cm Muck (A10) (LRR N)
n Redox Dark Surface (i-6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (All)
❑ Depleted Dark Surfac(,. (1-7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al2) 9
❑ Redox Depressions (FB)
Sandy Mucky Mineral (Si) (LRR N,
❑ iron-manganese Masse, 2) (LRR N,
MLRA 147,148)
Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136,122)
31ndicators, of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soi!s (F 19) (MLRA 148)
wetiapdhydrology mist be present,
❑ Stripped Matrix (S6)
r_1 Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problernalic.
Restrictive Layer (if observed):
Type:
Yes 0 No El
Depth (inches);
Hydric
Soil Present?
iRemarks
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Town Center Apts., 6701 Fox Rd. City/County: Raleigh/Wake Sampling Date: 1/2/15
ApplicanUOwner. Foxwood Apartments of Raleigh, LLC State- NC Sampling Point. flag 119
Investigator(s) Kevin Martin Section, Township, Range:
Landfoim (hillslope, terrace, etc.) terrace Local relief (concave, convex, none): concave Slope ( %): 3
Subregion (LRR or MLRA) P Lat: 35.8726 Long -78 5595 Datum
Soil Map Unit Name Worsham NWI classification:
Are climatic / hydrolo is conditions on the site typical for this tune of year? Yes -!� No v -](If no, explain in Remarks.)
Are Vegetation Soil 1�J, or Hydrology significantly disturbed? NO Are "Normal Circumstances" present? Yes+ —=- No
Are Vegetation Soil =, or Hydrology L 1 naturally problematic? Na (If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Remarks:
Rainfall has been above normal
HYDROLOGY
Yes 7��� NoL�.��
Yes T_77 v l N('E t
Yes I r L No
Wetland Hydrology Indicators:
Primary Indicators (mini-rum of one is reauired: check all that aooly)
Is the Sampled Area
within a Wetland?
❑ Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (C1)
0 Saturation (A3)
Q Oxidized Rhizospheres on Living Roots (C3)
❑ Water Marks (B7)
❑ Presence of Reduced Iron (C4)
❑ Sediment Deposits (132)
❑ Drift Deposits (B3)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Thin Muck Surface (C7)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Iron Deposits (135)
❑ Inundation Visible on Aerial Imagery (B7)
ID Water - Stained Leaves (139)
,❑Aquatic Fauna (613)
Field Observations:
Yes ® No =
Secondary indicators (minimum of two reauired)
❑ Surface Soil Cracks (1316)
❑ Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry - Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (133)
❑ Microtopographic Relief (D4)
❑ FAC- Neutral Test (05)
Surface Water Present? Yes= No Q Depth (inches):
Water Table Present? Yes= No= Depth (inches) 3
Saturation Present? Yes= No= Depth (inches): 0 Wetland Hydrology Present? Yes No=
(includes capillary fringe)
Describe Recorded Daia (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: flag 119
6.
Shrub Stratum (Plot size
1.
2
3
4.
5
6
Herb Stratum (Plot size:
1.
2. Arllndanaria gigantea
3
4
5
6
7.
8.
9
10.
11
Woodv Vine Stratum (Plot size
1 Lonicera japonica
2.
3.
4.
5.
Prevalence Index = B/A =
15 = Total Cover Hydrophytic Vegetation Indicators:
5o% of total cover. 7.5 20% of total cover: 3 ❑ 1 - Rapid Test for I-Iydrophync Vegetation
} ❑ 2 - Dominance Test is >50%
3 - Prevalence Index is s3 0'
❑ 4 • Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
50% of total cover: 20% of total cover:
50 Y FACW
50 = Total Cover
50% of total cover. 25 20% of total cover: 10
)
5 Y FAC-
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 tc 20 h (1 to 6 m) in height.
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
5
= Total Cover Vegetation 5771 50% of total cover. 2.5 20% of total cover: 1 Present? Yes 1.� No=
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
° Cover
Species? Status
Number of Dominant Species
1 Betula nigra
10
Y FACW
That Are OBL, FACW, or FAC: 7
(A)
2. Platanus occidentalis
5
Y FACW
3 Liauidambar styraciflua
10
Y FAG+
Total Nu mber of Dominant
Species Across All Strata: 7
(B)
4.
5'
Percent of Dominant Species
rhatAre OBL, FACW, or FAC: 100
(AFB)
6.
25
= Total Cover
Prevalence Index worksheet:
50 °.6 of total cover
12.5 20% of total cover: 5
Total % Cover of: MuItUDly bv.
Saolino Stratum (Plot size: }
OBL species x 1 =
1. Acer rubrum
10
Y FAC
FACW species x 2 =
2. Ilex opaca
5
Y FAC-
FAC species x 3 =
3
FACU species x 4 -
UPL species x 5 =
4.
5
Column Totals: (A)
(B)
6.
Shrub Stratum (Plot size
1.
2
3
4.
5
6
Herb Stratum (Plot size:
1.
2. Arllndanaria gigantea
3
4
5
6
7.
8.
9
10.
11
Woodv Vine Stratum (Plot size
1 Lonicera japonica
2.
3.
4.
5.
Prevalence Index = B/A =
15 = Total Cover Hydrophytic Vegetation Indicators:
5o% of total cover. 7.5 20% of total cover: 3 ❑ 1 - Rapid Test for I-Iydrophync Vegetation
} ❑ 2 - Dominance Test is >50%
3 - Prevalence Index is s3 0'
❑ 4 • Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
50% of total cover: 20% of total cover:
50 Y FACW
50 = Total Cover
50% of total cover. 25 20% of total cover: 10
)
5 Y FAC-
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 It (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 tc 20 h (1 to 6 m) in height.
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
5
= Total Cover Vegetation 5771 50% of total cover. 2.5 20% of total cover: 1 Present? Yes 1.� No=
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: flg 119
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc` Texture Remarks
0 -14 5Y 5/1 90 7.5YR 4/6 10 C PL SCL
'Type C= Concentration, D= Deoletion, PM- Reduced Matrix, MS= Masked Sand Grains ?Location: P(_ =Pore Lining, M =Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils:
❑_ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Poiyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
j ❑ Hydrogen Sulfide (A4)
M Loamy Gleyed Matrix (F2)
0 Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
i ❑ 2 cm Muck (A10) (LRR E4)
❑ Redox Dark Surface (F 6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (1-7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al2) ❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N, ❑ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
® Sandy Gleyed Matrix (S4) ❑ Umbiic Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F', 9) (MLRA 148) wetland hydrology must be present,
❑ Stnoped Matrix (96) Red Parent Material (F21) (MLRA 127, ,47) unless disturbed of p(oblernatic.
Restrictive Layer (if observed):
l Type:
Depth (inches): I Hydric Soil Present? Yes ® No ❑
Remarks.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ S #ream Identification Form Version 4.11 L" 7 C�?
Date: `? 4_
Project/Site
Latitude:
Evaluator: {. 4ir f f,,
County:
' t '
Longitude: - -
—
Total Points:
Stream is at least intermittent
Stream Determination (circle one)
Intermittent Perennial
Other
e.g Quad Name:
if a 19 or perennial if ? 30' >
Ephemeral
. ........_ _..
A. Geomorphology (Subtotal = ^ }._ }
Absent
Weak I
Moderate
Strong
1a Continuity of channel bed and bank
0
1
'
2
/111
�3
i 2. Sinuosity of channel along thalweg
0
f1 } `
2
3 in- channel structure, ex riffle -pool. step -pool,
ripple -pool sequence
4 Particle size of stream substrate
0
1
`2')
3
5. Active/relict floodplain
fit}
1
2
2
3
3
j 6. Depositional bars or benches
7 Recent alluvial deposits
0
1
~,
C2 %
3
4 8, Headcuts
0
2
3 l
9 Grade control
0
i3
(
1
1 5
10. Natural valley
00.5
1
1 5
11. Second or greater order channel
No- 0
Yes = 3
j
a artificial ditches are not rated, see di sgvssions in manual
B. Hydrology (Subtotal
12 Presence of Baseflow
01
2
3
13 iron oxidizing bacteria
0,
1
2
3
14. Leaf litter
1.51;7
i
0 5
0
15. Sediment on plants or debris
( 00
5
1
1.5
16 Organic debris lines or piles
I 0
j 5 j
1 —
1 5 }
17 Sod -based evidence of high vyater tables
j
Na = 0
Yes 3,
C. Biology (Subtotal = A1
,
18. Fibrous roots in streambed
1� 3
'
1
0 {
19 Rooted upland plants in streambed
t 3
?
f 20 Macrobenthos (nose diversity and abundance)
' -%
j _ 1
2 (
_3 - --i!
3
21 Aquatic Mollusks
t)
1
2
I
1
M 22, Fish
0€
l 0.5
1
1.5
j 23. Crayfish
C6, ,
0 5
1
1 5
24. Amphibians
0
;Z 5)
1
1 5 j
25. Algae
0 5
1
1 5 '
26 Wetland plants in streambed
FACW = 0.75, OBL = 1 5 Other = 0
"perennial streams may also be identified using other methods
See p 35 of manual
Notes'
Sketch:
41

va 4 '�.45 to
aft
-'!gip .•: 4_� • � • r. ' � ..k -.
. .ems . t � � Ki' • �� � , � �, � � i
s _ ♦ w�t �t
r
a �
4 `ti
1 � ♦f
OAP37
.4aM 410av•'j
log.
r
•
i
'
Tt
• � � . a ` , � �
1 .5
�- ��� , -�
1.. � � '
t., L
a p � � .I
a f � �1
T 11 [4
,_ t ,�� :. � it
, � � � '9► vii. A+'l�a �
1
log.

lw
lY .'L
F 1 ,s
\t �' y 9 \ \
r ;d
vi
_ s `
,r
. r
Oki
vo
Ir
r ,
/ qi
" pia t-
�
rrr
•
a L4, .
•+11^ , �' 3 • Art
y r y P
�,.e , r � '� � . J \ y � t f•7
t /
r

q l
i y
a
Olt
ix t� -0�9 �t`tr lt��'�,,r Ft!` F �f� ate' �: 4w
At. �I
moo
v '
ff M' 1 1
.�,e 47
Ao,����•,e
r ,
I l#4'� • �+
IVY.
tj11, ' li
,'. *"�,, . �, ., •ir �� }# J� a w -' � '� �� •. ,,, ��.r �

-r
Aw-
40
A Ago
Ai
0 or
4ow 67
ell
s
r + � i ♦. r i
*
VWO

ZI
al
*Ai
LIP

W
._' Nw,x
Nik
VA
^ 041
t ••
a "
� f
r #.���
,
016: :
�_� � �.}� •r Syr:; -.
.. f
1
Iv
Lf
OR
r`•� �, r.A�•".�1t. .�� � , f_, 'a "tom •��.
r
z^
Al
!t` i
fit• 41
.� S
:L
T �
tit i� •1 �
4

000W
A
=FA
8
CAM
/010%
i

I Al I $• s l 11
A
40,
NIL
17
F 4,
AO-
" , A
to
NIL
17
F 4,
AO-

'f�iS CER1InES THAT THIS COPY OF THIS PLAT IDENTIFIES AL AREAS OF WATERS OF THE AREA I AESLF � -
LIN,TED STATES REGULATED P,IRSUANI 10 SECTION 40- OF -HF CLEAN WATER AC' AS n
DETERMINED BY THE UNUERSIC„NED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW JURISDICTION YlE 568 S I n
OR OUR - JBUSHCD REGU_ATIONS, THS DETERMINATION OF SECTION' 404 JURISDIC'10N MAY FEATURE 1 442,566 SF g
FEATURE 2- 42 F €
BE RELIED UF'ON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE THE FEATURE 3: 5,020 SF I z I
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPRODRIATE REGIONAL FEATURE 4- 51 LF
SUPPLEMENT TO THE 1987 U S ARMY CORPS OF ENGINEERS INCLANDS DELINEATION FEATURE 5. 511 SF l Q
MANUAL' FEATURE 5 '5 -F J 1IYVS a
FEATURE 7 79 LF I�
REGULATORY OFFICIAL FEATURE 8 3'3 SF
FEATURE 9- 24j�$S 6� (�SF5�
TILE. __ _ ___ _. —�.._ _._. _. _" __ TCRAL F 10. �51, SF
OAT[
St
- .,URISDICTICNpL STREAMS '
JSACE ACTION ID NO �_____ __.. _ - __� --.. PERRY CREEK 1,492 LF/27,345 SF -
STREAM A 122 LF /1,425 SF
STREAM 8 1,941 LF/23,794 SF
CIRFAM D. 145 LF /1.(119 SF
TOTAL. 3,750 _F/541B3 SF
00 CAR �o
f 41
tEAL
l
_ 1
SAAgERS. RAF,
G'"a
SAND: PS, RiCA A :W
016)95
7850 HOMESTEAD NLUCE LIE I )9 3135 PG 34D,,'
PD} 1727869246
`EIP NC N0.M9S R.'C CB 13579 'G 796
\\ / Y 333 620 MN 978539777
J/y c 71 T ' ,9b325:8 D6 6965 PG 679 DR'GNT GiAHNrE E e0.
T- PERRENMAL STREAM 9R 1.; 30111)R E
PW- 1777046096
1,442 V DO .3438"
438 PG 79'
.. d" URBAN RESOURCES ANC
r. Imi ibq
----------- __ J! 1371
0& P 73575 PG 1231656 J
s
9
�. •1 S4 � ` PP 0 PE2RV CREE
,ONGNEN I LLC 699 1 A
1" `7278389310
5 DR 1463' PG 116 1
\ START
6 _ SUFFER s rt I
\ 7
FLAG 4 - . � ' 136 tt Pli
\ 8 9 tt STOP &,9TER
it
it
— .
- J 3 931
175 -2� 130
12 22 23 _ WY
)JAImCTNINAL WLTMICS -1 -- �
OZ55 S 70
, 69 6a 71 126
6F
571 72 127
65 — 77 .� 26'
TCP DUfFT_R RAG 27 55 56 59 60 6263 61 \ — , 25 /
s:W o� 28 — 2A ' SI -- .i i4'+ 61mY. 124
S7 79N181 7 •` 12f 7 rOP CHANNEL
ERW-,ENT $1REAY T)' b ~�1 941 JTTENT STREAM R"
195 D 52 1 939 U 78 \\ },7A 119 12 k BUFFER FLAG _
• & 1178 118, t ;C,
3 /JRi5DIC1'ONAL YETbftS "9" l' 51 e" 8� 7709 ��LYIERWITEN'T $TRFAM 'A" {
216 SF JAEIDLTo"AL WFLANDS 'S 122 U s -
50 it N 313 S ES 3 '.
1 33 V6 BE .i Iw TART SUFFER Fl AG
n c FOXWOOD APARTMENTS e7 5 !w
------START 38 IT v, s it 1, ES M 97 r`•
&FIR 73 9 p � OF RALEIGH LLC 99 116 66 FJ0.671C'YwAL -.&A kERPND Z
RAG 40 4e PIN'. 1737033066 5_ ti7 I; 42 IT ° v0
f} D8 15699 PG. 2250
w
N 3T 9= III It 9< JJRSw"I0NAt NET_AN)S -y O
MONUMENT" \ 3JPoSN,',ROIIAL INE.AR W1rAN0 93 A3
U 7729496220 45 y6 79 U 95 502E S `_ L
E 2129363 2690
- 5E } h 11 95 --_��
/ 99 9` X81 IF C -IDNAl LIME4R METtAND
113 It 97 81 U
JURLSDI_110HAL KF.AND -5 100 •12 ti 1p1
51, �. 10, 2.:1112
— / - tO2 21. sip
32" RCF STMT RG4 FR"
,4ftb)'GT CNAl .NEAR MaltPAO R
C�[J i$ LE
f �!�\ NTYYO 0 APM MN S OF PALEW+ LLC
ilA 177712I401
111 1110.1 DIS 15599 PG r -3
104 10.'• XRSD C- 'NA',. KFIANDS l0
105 TO Zell: SF
6 1099
108
107
NOTE
SEE SHEET 1 FOR WETLAND POINTS
SEE SHEET 2 FOR CREEK POINTS
SEE SHEET 3 FOR WETLAND POINT DATA TABLE INFORMATION
SEE SHEET 4 FOR CREEK POINT DATA TABLE INFORMATION
SOA_E 1" 200
WETLANDS DEL NEA -ED 3Y S&EC
= ..,...,.......... F��4O�
0 100 200 40C 600 900
BASS, NIXON & KENNEDY INC. w� WETLAND DELINEATION MAP
PROPERTY OF
CONSULTING ENGINEERS NceaS I 1C 01101 rv1 + oHC FOXWOOD
6310 CHAPEL HILL ROAD OF
SUITE 250 ALP RALEIGH LLC 4
'l RALEIGH, NORTH CAROLINA 27607 DIM
919- 851 -4422 FAX [phone] -1515 RA -rKSH WAKE COUNTY NORTH CAROUNA
R'12014 \14029 - To Ce tv AVI kS9 RVEYl14029LOCltd •9 \14029 WETLANOS.dWg, 1/1512015 4 39 47 PM, 65n gre20y

'HS CERTIFES 7A_ ThS COP' 0= THIS PLAT IJFh Tl IFS A -L AREAS Cr a9A'FRS OF THE FE F '`
UN -'EC S7A77S REGJ_A7ED PWRS_ANI %'O SECTIO'J 404 OF THE CLEAN WATER ACT AS
St,t 'I ?Si A,. OF'FRMINEC 8Y THE UNJERSIGNEC ON TH 5 "DATE UNLESS �LRE I$ A CHANGE IV 7HE LfW yRs � 456CR CUR PUI3.ISHFD REGULA'IONS, THS DL.ERMINA'.O4 OF SECTION 404 .AIRISCIC'IO,N MAY � LRE 2 42 ! F I m
Bt RELEC UPOII FOR A PERIOC NOT TO EXCEED FIVE (5) YEARS FRCM 'HIS DATE THE .EA-LR7 3 5,02E SF '
UNDERSIGNED COMP,,ETED -HIS DE�FRN I"IAT,O'< UT 'ING THE APPRC1z ATE RFOIGNA_ = EATJRE 4, B' LF i
SU'�LMEN- TO THE 198•' U S ARMY CORPS OF ENG NEERS WETLANDS CEUNEA'1ON ' FA TJRE o 5" SF L
MANUAL" FEATURE 6 1S L ; L
FEATJRF 7 79 LF .,
REGJ>_ATCRY OF�'C AL _ —__ -_ FLAT-. ?E B 313 SF
FEAT -RE 9 246 ` >F ,
TITLE: —____ ___ RF ' 1 0 6'- SF
'C'Al 45',485 SF �`�•
DATE. - -- - - - - -- - - -' -- - - - - -- -- -- �'
3'�,IST;cTI,>rA_ s�AMS
JSACE ACTION ID NO.' __ _— _ -_.__ ___ ____ ______ -_ PERRY CREEK 1,492 x/27,345 SF
S'REAM A 112 ..ti -.425 SF I
$ -REA41 8' 1,j41 L-%23.794 S�
CTRL AM
;, %'•" . T,', AL 1...75 Li`1/,519 1S S 1
C 26D: t a
yI
_ I
S"N'RS RA .'H LLNN
`..� � gANDERS, rARIG4 FN4 ^' 1
: nc4RTe5 i
135., HUB-,1k, '4t,Aw _LG'� z 1158 P
i� ` j � +LV • 11711'92x6 \I / 'n+
' rDP ci SD3 .N 40u c 9l; 69 1a +;5 PC 39E �'
/ k T7?G1 -s 5629 x9 5.¢ fz\� N 5N:R -7193ET^ .�
EJI
�J• "'� R_iCNK
FG 14
e la R PG ? 737 nH'nt
1/ ftl �yT� a l Y JRS" RESOURZES Inc
ff5`f. ^- '' i•� .1 Plat 1737'31658
7a:3 Vi ti7
F'.N_! bp Ell,, 5 ` k iG5 fb] S6f�r
1 cn fa M M, pERR, CiEZF fcs kR'
�__�- � :Cti:1R.k tlf 1: � 54; 'U ywa : vy<. f • .. 2
a�•.'-
:.E 11331 ?.',. 1924
/➢ / � - � � 1:bf 591x Wyly k:9 -1 aSYytly f�] f. � -� i \ \v
� � I Ice vR � ezw.Ae1� `Ibl ��a ..n� •s` - ;) � -
3�5 i7YiF'Y TENT STREAM T) 5•� t '.1.1T4W Tii N! STREAM C 'ell
XX (+iD CRYTitI:T SCREAM -A
SYiS��+A n 5 [ ky � ��� -� tSa/ 1't? U
11/jJ(L3�
FCXWOOO APARTMENTS rro� \iv �•
OF RALEIGh •'C
PIN, 1737033066
DB 15699 PG. 2250 -
T
yMGWUENTS 5�f -` `2 u. �s
gag
0 21C
�px noG AVARTMENTS OF =. F6
qY 1 ?ST
DR 15699 -G
NO -F
..:F SkCE' 1 FOR WETLAND POINTS
SEE SI-EE" 2 COR CREEK PEI.N
SQL SHFFT 3 FOR Vii-1,1^1D POINT 01-A TA9,-E VJ=ORMAT I`F �
SEE SHEET 4 TOR CREEK PC'?,- DATA TABLE 'N. CRyrAT'C�
J V
':AFT := •tT`?S C =L4' \FATED BY S&EC
ADG
-- p y(C ?CG fp 60G
I vcx5
BASS, NIXON & KENNEOY JNC. sz wm er WETLAND DELINEATION MAP I rIm
PROPERI' OF 2
CONSULTING ENGINEERS °pH, FOXW04D
rN: 6310 CHAPEL HILL ROAD HuK IIy. APARTMENTS OF
SUITE 250 ALP RALEIGH LLC
RALEIGH, NORTH CAROLINA 27607 4
919- 851-4422 FAX 915 -Ei51 -8968 01 -35 -15 RA`EIGH 'WAKE COUNTY NCR HCAP.OUNA
R 12014',74029 - Towr. Center Aptst SURVEY : + »D29LDDldwg'•14029'A'ETLANOS dvrcy, 1:15r2D15» 40 71 PM, dan grcgory

VOMT TABLE
EAS-m - --HS­ ­CA ?-, k". NCRTHAC I Cfn4l Cfsc' -Till
7� 2 �043- V,
4 12052430 - 7Z20
nz Z:L�4 WIII4
37 7215 2130421,
1), �2b, 7MAI 201) 213D5vl- "011 V11i, 3r. 1 7734W-,63--, 21295`:3260
72 , , 5� - LNO 12
ZnL- -�
P�07 -'7 21i'­1790 2133.'31 125C vqyiD ic� --T:m
7 ji 17L2§Z, 24B) 2IZC521 27^1_ ffI M3 77.AZ TS 393r- W'LN� ir
i 290 2'3050$ 190 7 7's, 7,14, t-147
'30
j�j3 5520 6950
292T N
WTVID I'll . . '40
-39 772478.2M 657, W1.11.111 W it 103 , 23' T,73314 D 2- 3D4720650 7;TR 7; 355 77
4fl U�t
W-IIED 7
If 386 'M458 6$90 2'29�P' 467'
0'-, c W%Q 68 .553i56 4310 9� i;7U =
191 �D, WL
7,3278 81 �Q 30373 14:9
I � Ta30
�,;, ;1" 11 7,,15 - 2'2934,7 8130 NL, ,
7T--2 172431�4�0 -1 k'47T3421 Of- 108 S4 0 W -1.14) �tau h
-34 9�� � j �s I'D ' 1,0
772!:,o 15&3 ?'�04696810 107 773'Al 1283 213�i, q -1 T", i 71,10 212S I, �Bbr* -
-133 I04L�
135 5940 2'30 071L 4� 2 LI, i9K� -
73237 2,1Z W%Q 1 403. 7, 90 J'29"4 Si,'70 WT 4
4' VI l* b4
"A lmx
155 2'3� ',1221 'ini240 1. ..;'12:12 291 `7S,'2&9!5t 213D24D & 0
197 -275&2160 ^13:H1501 Or W,L7 112 Z it 101 2?r .. ;"31028'a- 2'3043;8490 CU.0 W �ou
T294'2 m 6r, 1-1,0 it
'99 P, 2340 21,
�172 "-3
.1'v 72897 3E? '21;
_I99 2,", 13 ti r 1-2:,a �112 Ari", 4E
-11-1�r,,�l '141117411 7c-_ 77-,.21� 9M 1131--�7
430 2 S�6` 73- 0 21,13babill
-,6 113470 1?1' WILNb -99' 92 TV,' 0
!1!2 1 Cl KI 4t
1127 �320
7
7 ;L9-3 �-ll • ll�
-t- "27563131 n 7�'65 P1 ATM) 'i3 W234 060 2 -- 129MS234'; isrlk, t
7727923630 - ?�,,)472 2861 Wil'JI) 27 301 7732?0 2� IMOP2.� g­ 51124 � ­2',W22 2160 1 111
M 2 8 1 M56-1 2490
A, 7 , Y, 213W,3 9982 �6 3' -3X
-u g5 7-12499393 2 A]iAgX, 11, P9 7'2561'1.'0 25.31694780
7
: ,, 66�790 30U19 5390 ou 77,,54� 600 2 29&'Z, fx8()
-(M • 7M,,� ;C 2131_x'0 2 13 45- ­ - 95-.D -,-29F?5 t",73�- 6i,-
133-ff T isqT, s7TO �'T
�SX
'772 '2�N) W-Ltzr, t
-5-' m, 93 39 �,5 i22 M,141 245C 211-
4
3
_?C 7128�2 5 3"66 6�W ' ' :� -
-7F3?r,3 21 25957637 �95? 63�T� 6TLN0 54 721, 7,,JWI 10: 1580 KT ­N*
772W.5'30
419 23D43� �380 W%Q 14 1 jl!i�
2'0 ?YlEga 76P �ASB 55-4' Arl- gi- /73167,^':>J YTl­,l 53 7?4 7736,'S 2530 2-297911320 lyl,il0­1
.10 0 110 2 f25 7�3�33 � 2'29_79, 1360
2-0 1 1,1129 83:36 27Y-41 5&,P Vc 91 31, 5�i
6%,- �T­D 725 7Y3D 378;? _2_29729
2 1
172934378/ 'ZJY4S? 545q 7.'L N; 901 X '_3 1 --------
Y7,'q-,6 9420 (13W12 9511 V�-111, 99 3-4 Z�5D
654��O "%ND 5" 721 'P3,�i4 17�'
214 1 M, 728 ?755557190 �2�-658 9!50 WTKLI
711 D -1 �Wl ;M �8 V K 3i2 '129835 89-10
12 Z it o 7 17.1561
;:2
551
Xp 7-,3f,2 '1&0 2'304'A 9q9C W-,--JD 5 32, f19! 2119�41 .9 Z ma3, D
,6 A481 72�& 526 t'K 2119924 DS WILI'l sqs-9us,,
3cls 921Z Arr'45
731 71M94 8490 156 w-"D
21z"Its 25iri li� t,- fn -3i:_;7 2-)
'1' 9 FS ` 1. 732 ,36, -210 9467W71
2 M
72 ;,9 2
213(J'4B3 f9,9, 4, 1 . v T1 3 F �Z24E21
-TAD
304V 1160 7 211i 121-'M 1
2 77207 T910
'To IW
9�a;e,20 21-9632 I_
n 71 WTI' • �34 7,",111 �xk 2: N4 13283 6-q pr t
7150181 6T
1 227 3'0 r`1rc , , "I 77359'-�50 �6
-u W U.,
213, �26 Nt; 115 31
2­937 8'4P
41 e590
21Y5 532 "960 48 773592.'170 1293
It3l, -- 7 ' M522 1Z,fI 212M-fi 2030 WTIQ cr
v;DD -1 1,11D 121 33 '12 .. '�I` �TLN2, o
70 7 3
-4 ;rlgb.16 41 ?75451300 ffTUjv Dl
2`3052:4 ��,5C WILNL 122 11, 114
2122M 3W
",5
err,,ip tv W, 773OM-EL)6D 21?995� 2P0
1 %30625130
'38C 5210
^130565 )343K. Q
If WE W y
D a4
5L
T
�2' , �,'�227 16D
- 134:
7-3255.3M _!t3 N !'C 7733535 20 21`qB?9 4'60 3A W 17-3169 2D' 2'301; 41110 W 2970 _
'? 'OD IN6 '- - 77313; &3C -- -7-- -WF --- -T- -
6, -72� 2 - 2il:;�5 L�b ' 4! T,,I4z,­= ?1301974650
;N', 7�S285 Z7 1- 21 '30 PT- 75-
E� 34 ­180 21'
23� TK7�1 1,12 C."D �Zb -.5b 573M0 �1' 3426 m j- 447 6�
3�'i 7?3142.7�0 212'98246-40 l(r-iJD 773A7S 5960
'I 17.1�2,11-41 7505'65221 L 2730313 7-60
S_ _ _ 71
2-2SE4' SD�l �rjD -
545, ';3S1) Z5M2 62DI)
3140 2, 6�00 3 731-32 tilqr, I 2129S�2 --,m) 29 P. 34&2 98011 1MJ-42-
45' 82:0
I '338' 131 ^•3106:310__ '71544_x0
-E-
_2129!I4� 213�
Q M476 965) 2'395M2620 wTtw,,,
2"1 11 jJr. 132 355 < "12955:'7.7 27
5,ob
14'11, ?6 75C 27349'_7150 71 �15-17 29DO wftn p
"L '3A �1
17131 ')aC; 21'0637 elo
3
44C Ulo I 17!flii 212P62 0213 1 ML"j 7511 77 -5W WX 21,()5L];X��
--'3
136 1! -2, 757 I
-1-129
2', 2.295311 322
77`33��', 'fl(J
1971
3M j!
� ��3 2ly-3 1' 335967'20 Y557U 30!':. •lT,liG 2 ­ID 21 Y­,4 I9`tZ ?rL&c I
2131111 4 7250 0, -V3 33 1 1
i, 4
"' J-;6- 2'24612Ag-'O WTU 1:757363'0 '-S
7 09 �20 2��4- 700 WT'N) 92 _,IP6
77,1�,q. ie �290 WO �R49�� '.7.57°0530
259 &A
4
J -r-15-7r F�54 17�1 213,092--
W�U�5 77 tt -2129,60 WT 1�1 - 10
260 " 73113 8?w 21 3C449 $010 36,' IM24 950' . -.30, �7
2 - - --- 'L -11 T 1, 9 Is 151-
90 .173-2f 19fr 104-3 5290 W,�pl, �lTtt 5 115 rliM 27, 21119bl� Mo 7,3EI4 1!30 W 904, W'LJN� G
9 7 1 7-132,a,5Vl 2129,04 43�O 17
a 6 tg PM, 1x9
� �O2 csf2 ALT�l �f
_ja 21 DI
.52 =,1145 11 T- 4 14-1* 'T�I�L, 3" C 2k�45, W0 WlIn I
K'No 1 369 773206 DPI- 2',21474'1110 6' 773606570 1 2131,0253?
�• %71156 C'SG 7'301793572 153+7:1271 1;7948:. Q, 1 ";,31 IP 'i", ;, -z" -"d"
1T-ND 7� 3/9 1 7733� 'SJC 1 2'29492 554'�, W-W
"o
'k,4 77 7 2'50iLl 0
��?IC 71L)
A Al 7W"' 1 yr­"
115 1 31�6,��C�
1 Z's -c�-
7 _3 2:E 71, 1 -I_,--
WETLAND DELINEATION MAP ­T
f3 BASS, NIXON & KENNEDY INC. wm PROPER-Y OF
CONSULTING ENGINEERS DH FOXWOOD 3
6310 CHAPEL HILL ROAD
SUITE 250 AU-
APARTMENTS OF
KRALEIGH, NORTH CAROLINA 27607 -­- RALEIGH LLC 4
919-851-4422 FAX [phone]-15 , RALEIGH WAKE COUNTY NORTH CAROLINA
R 12014 \14Q29 - Town Center Ap($%SURVEY114029L[)D4dwg114029 WETLANDS.&irg. 1,115=15 4-40:32 PM, dan glegOly

j FG1N" 1, +, NG±IiVLtL FA','I•.6• C{Sttdc`C'�i'DY,1 MJ ? NM,IM.G ;ISTU.G }S:ANIYW P�•,� ^.0. l.Ck;Nlty E,'Sll D!`r "i"t'.CN
Al 1021uJ 230551791' CHEEK XP 4%t ' 773T4551) 111rtJ�359C M 591 ]:SH5218] 21W11 -PA - - - -y
^ 2E: T';SaO c]tG 113NS651'D CREEY 7'N' 4A T'•^.23121-LO 1�2_ ^RA197C •Oi u5 ]>JaaP;4^M 213',0.55:] `� J
A JIYPESSt 2;J04E11210 I CML:,]F - -410 173213 WC 2`21883 a33C 'tn I 5.1A 4,364.1940 213,1829557 'tP
CP.tE!. W­ aAI ]]',75'2810 'II29U,2NL 'M 59% %"34.".3211 211']158 %T7J 'OF
755 1]}476215[ 113;AT71aYi 1 CRQ'K TCF 4c1 TJ3764'3a2L 7`20821106: __ C' M1Gp 4M At 10 ZtYlt'i 1551 "Y
7W , P305a$+10 25,01'1 St35 fRE1Y tp fATial2d'0 f T?Sb]A)JaC - 'C'a SYf ItSr^5?.59Y 2131123
201 T]' -",'3 }:550 ]i`.Cq:`•050 G?FD i� _ aa4 +TS27. N1bG- ZIi.93]•eD`C 'DF SDJ .:34_14,•1 21J01055NJI
260 I T3WSSGiO 213:`667 ^37 _ CafEi lw __• -IE5 J),S ?fii g,p} 2'79CE &:421 'CF f:r - ]; A911110
21,IWS6t C -- -'�
269 }348.463_ 2ESD4A9214L G,'FEf i0P SEb31DS 7110 ! 7135:6.5 =7C .Cr .32 773571 J7EJ 21,5[1043853 ':i_ _
G ],_'31'210 ' 213SAM2-YI 1xil 701 181 l /1ISf ? ") IYYSt t� 0 I iLF 60; 15'_141& 71 •.^JA ^514^ CF —1
,/X2$7E2p }YJgc3.3.14] _ C'EfY t0i _aFE T13111 -itI 1-3.^.51 _�9] _t7V '4 PY.9]R„'S I <t }:!700.21: T,EEK •GP I
272 1»5241'!, ' 21171`123'17 .+2225 iris - - eZY ]Tki355068 T7 >04M. tj R. _T '-
EMS 77351.4 2. A1JIpE 54A r<t;EFR •JY
T3 713:53201C ' 217]45,6423 QC:+ n+ H ]7.1147 sal I 21'_2:,2316, I ^c - i:c i 7736tJ Z1iJ 3'X'2859,0 1 tlsE* �5_-
Tr33E34,30 I :13G4a471, 0 ;Aur 'C> _ 'g, ]7335S.2P]D t1233Ai ;150 /JF b:' 71194W 1'7w..s22C 1 :P. q, TV ,
.]` T'3.:ab aSG - 2)10455•:14 ^ - _ :iE_( -C� - ir33i7liN _2_2 "s842915�1 �- �7G ECd - 77Ys[0.b'0 4,.X1160 G22C __ ---- CKFit TO��•
215 - �3'f19M �21 W5C W8: 3i;.;X 'ry •9.1 '1,5347112)_ 2133815.384] 1]P E4 4, S67T:0 I 2QVIBJGi_9J Ccftf* 7rY'
`T4 , T7XA3 =420 2130/70515. 28'2211 T:x _ _sea 7P=4d'W 21236333443 Ino E: T, 1J T57 21,'v2J3'S6C C=f_°"'. 12'
<,. 7%3'31 TS+J 213]1 €179, CNirh iCF _195 n, 35230100 212?a40771t j- - '-0P - 61 7]:bi1C59C 2'31:(145110 CRCX tW _
]J:SC] "c3U. 7,36232370 2`.1[23[`'550 C1 'A 7i'F
3'5 77LfI4'7 %J 22982,1034 CRCEK [OP I 14' 4 1112911 145T 112,35.1:29[ '0> - 6'; "TK155494 TYlrSY :]IAA I—QCI; tfC
3'E 7'X30 CR'G 2'2YFTY IC "A ,N'D: iM ' 506 77 }181.6 /Cf « 2- 2F66433X _ '0✓ ht: T}Ei']p4.'.p /302383760 I C2'rK IC4'
!•% 71301187') ?'290]255+0 - ^REEX Tpr_ 4594 7732 T5.1i -2 cBt4_:_3 1 _ C4 E" lSaA1 S520 2'10_'6975[
;1n il -a, 229063'14 7hCE +iOP „f 4]„258 ]0SC ?+A7342tt iC4 C'7 4]•asa 1 ±AL 111035'193
31. JTY21 <>Ti 1 21252.,,825) 4KEx i�' 1' i- 7J2 -5c ft9-� 2t 2:;£784'[ f7Y 6'!- 1- '1<SSC T Ci
i 20 IT9E1,'91D 212552 953) C?FE110. f.2 I! 773296]50 %S'a']1. i, ^,: 6,r :,3167 &' ?7 I ;iz41y 5v'3C
111 72355001[ 1'1':935 a9EJ CFEC +TIX , •C3 '7'..21_asX 2129892031[ 10P 773t7c9E1C 2157'5556)3
< T2Ca71 -A- 7, iA 73227 ssi� 111 ±;.899420 -- 1)r '- 1:4,119570 2133450 2573 �- —OF <
]14112'57 1'7 9 811 1510 '9FEX 'GJ I __Y,.S 1 '73:02388) - 2123 75500 i,.: —'- 022 Y4L+9123J , 2t yJlre'r:ar I 'FY
�,-_ } l -3138. ♦d 2t "15B98ui6�__ 10r 7i.S4J'828r. - 3'SfwFt 9t,`T TGY•__
335 %]2x,1540 21"2 N70550 SEE• -in F, '
1::3133' :t7 15NOS 7110 1 fE`( w _L .u^7 17.55151.'„4 .i 493 +1,'190 111E —^ -_621 T3af 9t J3 21SD4n272SJ 7,P
_,;, 31'94'552[ 22Yett 3arJ Spa_[ -;,? I T3�72 tCR 21 ).38It'fv0
10F
33(1 ,>7Sx5AL"C 1120321 N.. -CR3tX iG' I ,09 I :131x175,] - 212_573530] _ TOP —_�_ E2E Ta4c72s5G 2130 =1E ieW T(*
SR .".'f11'.'Cd90 2119151 !x5L U<vF tC? ,[ 71 ?t 197'70 2129573 387) I0F 6[' T.35t#.7E64 211054%.4'90- !Q,
J131Y2357C )119aK 1:.,7 _ f£r:v rCa -5'i 4;3'399450 >i?SS.r'iD'v 1pa 023 /':412&71, 110562/500 TtY
!41 773me"14D 2'2985474Q" �ELC TCP , S2 71})5:1437 :t ;�3, 0`J'+ I GL-
X33 Am54't3 /G CR.EK IF iS 4, 2433Q - ;.139 v[x' �!: T'S _a 1,50 2t3D92163D
r_ S43 � �i,;•4. 95x7 4x563 0710 _ f3� ;EY tJV _ ,`a iJ31'999'L it^'8554oaC •G% — ^� Sa __.SSCQStlbt '1SriJ
541 C 17, CS'124C 21"'"'1[1',3 [DEE)'tJP -314 uN 2IOU91!'. I -N 531 "35.)7,2 7'30571,6351 •fP
SIr. I ir32:4 %L13 21NW9021J 6YEK 70F 6 ti1J'r'. 3147 24'6375. 93^ _ ,CF - - - 5+a -nJ5^ ' - --
2P.6000 2'3Cd7461Z0 'CP
371 41318^95:, 11.54S51F`, _ Li,C1 T)F S'i 71!M130_M 21?'R1p -11,1 ;CF S',• 1'3550121`3- YTM54563C `;+C
2 T'3t133510 22V6`,I­ 173W 1P93 T:52'4 -C7C — 535 I T!571 }130 'ta7]31f•:w+C ' ^c - -I
72H;11nJ C?C =t 1Y SR` 175181 J5 +p 725st61f45C 17F 413:a81'sJ
]4 71335 7F2C 1 213155 _ _ - +,
S3S0 .i_i1 T16 _ _ I .. T.',4(k]S.D ',SOS, c'9C 7 ^.P __ ., _ T15P iY1s2 ZI30JSJ 2:gG I _ ^
I`_]5 P]i'•, 54%'7' Y,2LIEEEIEO .PE<iDa 22 713121.369012 --W- 59510 TA E3E ._52,8530' 213018Nta]' •CF
;15 773151 7597 i)a <750!-.. t 39i.X T:v —j 527 717141 3033 21230662590 1JF a 1551850 2tyin1;575 - --
}47 7,340296] 2'131[: JELL ,RE']?iCF 321 7'74^,3 l 2 »PMI a, 5D 5 1_ic 6- J_�,'.:,Z,10;p 11'A:2X "cSCJ raw _
191 _I I ?.ta5154"3 21191_,21530 ra_;X Gp '� y 5 P34Sa2= Y29F697,c'0 1 -" 713 511
1T7�,3 „> V 1151401 _ _W21795.1] 55 7}E4CyC, -- - . . , __ ';35g1t10 2172859]21OJ
TG 213x3
_ FsEN '.W _ _;.iJ { 77!: E116"J :.'2989•J'LkG 1Cr' �a,� Yi`,Tf,7 ',1306,1 15101 *y
^Ti5_ r31Y. 55.SJ 2125+41 W10 0:22x81 �;id T73F.573E. 2v"'15540 - _ _ _ - 6u T49a 5790 2'3LEG-25 'Gu, 95 775ME65A 2194,6 EG1C, I CKEK -F X24 '11,11'57 212992A P143 TOF - 611__ L 1 713491171[ ml�� - 4TC^ Say 773y;F 9 ?30 T2995461 >t!4N4IOJ0_ Fx V1 7IJ5089704 2124xTT'491.tE4p ^,Y
71305]5 €'XI )119425110[ p; i0- 2'29115 C`k ti'E. I”; :Sl 773515]50 iJv
399 443,"43751, 21195131 "[ .F::" •0, 533 17_26126- 3471' 9771 t25]5� 2327
'•'1(...720 ,_ 2:"214!1 •J� - _ _ i3a - ', }572T12`..LC,LM.OD �' }i15]PF .1305 €,4i<C i!2
132 Ta�:P 2129aX 35X� t 7t ':Y 55 i155W ?5] Ak'03a 51}] 1 10P 531 '451.}4 t0 213 ^J 6]78 'Y -
147 T3.F37G=D _ 24t2SIM9W, _,x E+7 'W 5Y 7112 < ^SJ7_ 213:x,4, 5a:J - iD% - , E:2 _ _i]344305W
4.•_ '47- .1218421 _294W 4011 DESK -CP •__i;% 475341']21(, 1 217[2121 37: TO "� Ti4SJ?IE0 T'A'.7](140'_
sC= '13X'5 tld�<,S tI�SC D;; C3P3:t cm- 5.•,4 T3tEb 1TJ+ 2A%639s3: ^.f•
a•a ! TX9J 6a2r 39118 t1 "' CfiEE7. �F -.La T.SW54.1SC 2t3)N ",l_7[: SS :166 J}aC '1'SC +a <
RI- 443` 2 =_5eC (144`,1 IaSC--} fYEe[ IG:_ _- ",� 3:etil 5533 ! __ — _ _ _'?�Sa36 ;310 R '[435:231 -
? _1 ______ 131 -1 —`�
1 c 35,10 �19t5e 915. CtiECx TU_ -- e" ^J5hZ3t✓,.) �,TY,1B S?vC Y —� ;^ _ '9D 2,si 11570
IYai} /73131 FiaC .l ya4r !}4J �_(GtE( ifJ, 551 •,!„d10313 1',1x'15' +tSD •31 -_ �6�'135121 F37397 32:Y1 'CP
515 ]13x51 Y2C0 21/9521011,0 4v_t 'U' S4, - jT3555854p TSUF5!fi50 F 659 y T/3H33390 )'13,5111:60 P.Y
7J 8,271r0� it19'nJ131?C 1 SE: +'D'r s44 T, 8`1P 63MM e1A" c80 __ ]i Xa:.YA 1:10.'1515, _ :PCii iJF �-
1 '^283135:0 2'7975[ NSL ' ✓fr_`D+ 515 I ]T;S.54345p 2'3[:15:,x0 i:f
__ _ -__. 1 —__ti_ __ .Ct 4Ji, '''Ina; 21:7'5.5177 CW. ,I'4 _ -
3,1577730 +_r.Y 32x1 ;s!„ -ta 541 1533315, Zi i_c;+3 ____ 11,1 _ r -E: 7]351Q 43'_11 vs)­ 3iiiJ :wEC• t:!"
i 11, rtiss,44%AD 1.'_gJN'SC4c C -(, K'.'4Y _>,� 1'357.; 1E 0 W-_W 7J - lOV —1 f %! 135'1 <al_�..,, w•'z577c' !b1r trn -
:5
7)13r64b3C 2'2'vT.t S2CC Ma -P .i5 P,35'35TC 2t299S3'<5'0 - -ln➢ 564 T•3Fi7A'S3C 11 SOa266,?xD
7J76:5f19L I 2129]..1 •U,C I "'LlY '4' -r SA TS`Af SY) 12931E 1, 20 he -_� '
472 %1211:157[ 129 ]6.167M CR'� : n -- _ 15S I 778127517 42391 =1 SJ ], I ff6 1'214 ?n0 1 2/y4K9 W3G _ ;i,CE: Tlti —�-
427 - 2'wSte9tl "2I''C2".0 Qqu T'.f _ 551 , 1415'25[2, y}293.27L ?C __iC> 6Ei T367C4CY 1. .15Ew'J Ell l�+
4' 72217 M_ac l,7Q:357S.) PEEP -7v I 152 n }S'id:w^ 212959,490 .]a 158 17306 wo 2'SC,555 Ml< ?ECK 1(4➢
I�5 78203E 2:X T2'4 f "1444] Cf,>FX 'JP 553 JJbT.-1520 4292[74.10 - '0� i -559 1•.,6.!6317, 1'ao5c z2aC - ,: 7t+'
4sC'.^^ 13911273,0 _ Cl 2'1 i)F /i3j15!'3C 121695 61:10 I_ ^' -
4S) 1 J /1521951. :1,,450191:, � C=CE+ Y:Y I 4,
1 _ _ `-w 3x3113" ""70:01 ?5 "G 'C� 7,•85571 c 10533)'' -t
E . ?32 TID'iCnfC - 21:%,'.01;,^ C_tEF_:)^ - _`5EG TIMCI,, 21238']5 `1GC�- _ -_'fF -- srS ;]:hhltC2C 223097;58: CR::t •t
•• i41'.721Kr�_7t13J i8 i9JJ ,.✓ 5:1 774492M" 152 3 ±aa tCt _ _;'p__ 2i19w]lcX�
3' YY:Jir SCN 2519JW tt_a - -- n s -C4 +— - SSR YT`F,755'� 2i250ti WaU �- — ^a - -++ '11110, 3910 : �+•5l/i5]E^ tt_EK ;F -"
e3F�4T11'10U3 2`74711'32] -:.n M 551 - ^34552M 22x8551570 yip— S-7R -li- 1,.151 E'LM 1'SIMS 31 G. 1 ; ➢SEr w'
taeY3y 212972'159 "0 _t_ _GRE;x 5.4 734:7 fii J�534'J T- - -_'P_ 219 x1}8903 ?7C :29930551[_ _ C+Ytt T:e
1134: 667C - _1:3533 SM3 T *'[059721 211c[Krs 45J
s,i µ_:1252310.3J 1-17.6x.[511. )i4CkTit3 '7119555 •:0J — -- - -- —LC C' 10]4` 2129'4"1 ilt4 .>E`v. i,T:
5s2 772F]6}.:. 2123:'+0101[ U'E:.s •v SG7 I 'n1}3?4'u 25i:fl ",7sp_ _ ______ _ _..rt
C2 %71'359637 7397.45210 _ ,Yf!• iG"
tiF 215x1 .129TC'IW I>`_ 74SSI:.t7F. 2258+1 M"� - -W_ _— GC3 P3T314C7C Z'c "910121•',4_ CvCr• i'{.
—}- 7,.951 ]]C 77.5726 50 CF ;•+ T)F _ Sf3 - 711153, 9553 1 l`25'xu 1270 ;X "15,10: 559 375531[10 1274.22020 "rK 103
445 I �l F.S J• <3 Ti•) ^y EsF +iJ� 562 T.Jc2?: ".?C 7 2345u5. :G _ :+rr. �Ca —�q5 ^,'„55558: Y "5710 S2aC CiE:t TD'
416 '%256 %333, <'Mi,c 34,J I CST[ Tar _ �• T %SG251'[k^ 1 :124,'67 -530 I _ C ?,C<'C> -T ?Z€ - • 5212[ --
'1515933, TF4W;_ ;t) ^,Y<'f +�' 553 ,:7512 JS5C 3i3tYU3lEBC ts..l_"_ -- r: 77]5 '5,110 211144 iik',
v iSY.' 2,:ST361)N?T— r.i *00 —i -_69 71'1:P 27:;, 2141321 ]s) - ,-},+rr/ �- T �gg T;:J °Si2u :257 -t 51'0 ' m -n'CP _
1411 .8R 5h80 2125d'J 2275 _ y. "iw 5.;; _a x,1[147620 21344117445[- -_ c:tEii C.' aRJ _ ,13815 JC50 I 770731, S;aC '.IF,Ek TCY
TRai373X 2'NNl11BW 7X2'4 `4'> 5' I T1161t 1780 :13;05 "211:•3 CR; CK _ _T2'v]2751•^ -
154 7iri.•51:q 2'2681]1550
e55 873: 21 SD1J2 c15' in�ct TC• _ ___,l<_ �_ii „v,•34171?5 )lt'r /'4223,? CFn'K ;'v
?13514 uc •t _ 2 JD't `.':.J t.,l• 7).wlM1 :.57 , :1297 ".44577 Ch_ck Cc _ _
459 73 7T 31422;. 213375 W,, _S�fK `CF a _ " 11'34F547tC .i ;d'4 aS:C -✓ r, :13550 J5GJ ^1]WWa,'Sa�1J ^.R•1'r `•,:v
7731 a3 ;Y 2i3Da?9. 5:C CI'Fry `C ?F 577 ~ 7Y30,K'S4] 2IM122130 "-- - -` ^3c3'S,.t' TSCE Dnc &^
�4a1 34J 2353 7 §]14234`0 .GEEi(•CFx- - -Sf /_ _ 1,171216 �a,'ri'C ^1F x32 41;611.`,,_10511 14.2.152, -- .4206
1 aE2 2757 21IC464.Ga9E Crs:K ^,r = _Sis i %rw %_]91.7 11 }� '163tJ :> - 713E5'Sa)f SCSi232'C C ➢EEK
axS 77;12313210 I 2131,42211410 4 -T' -:➢ - -+ '14 ?E 8CC !t30'S]5'a0 � i.a _ 9 � r,S;SGsJ10 I 71_CliEa viti _ SETS
164 X1`2541 2'81;'1517 'lr..':'4,`.3(R: a15J 21542]5 Sa30_ ^.: _4W 'x'459 ii5^ �10a:03t ^ >C :kEt'1;`
afS - 7,33853`3 7:'7 "b" ^t'v _9�5 •;3 t _ 551 , T3ta GE: _1131: ^'3PJ 1?, ;211 171211123 "c'•'irt'S.f±Y: :'^F`X ly
�E I '7'171 3'.Y' 11:921[ C ^C _ _ ',P l 582 17346..12E - 25,01%34 .^t0 __ ;):+ .: Tt3'G3.4E0 21_r[6P ^2710 __2025 /C �_ <lz •a1"'�,�..
+f7 ',30"3 °;:• 2'i5FaE1`C F_ -3Q3 77.41:,321][ 711.[153 C[C - `,✓ ?Q 1,111 ^9X TX "21`x15,"
s86 f 77;1130114. 71291&1051, 173446EQ_ 2, suya 329, r.7 ,731,,410 T307� 3 6443 _ ? "" tr, J t:� /Q� `• �'':
afs •„113 u.J 7791 t_F9 u^ 31731/1/1 21,032,6290 �1• x 17Y]96WD c'SDJfi522;C .PE`x t0a
f ,?L i ntlr.iliJ 212'•2554x::: ______ _7f <,8i P>+5 f4: c,',Gl!i 5841 _ _-E_ ,7I]=62F1J 2,[053 c "Hp :i,a. l,': _ -' : S�•
' X73'1 h;+0 211564.9'2] 567 T, 1141., 7200 21303351147 ; ✓ (` ^35@5'50 1 GE339o4i, _,i'r iC> 1 .� 11 f•^
X 112 17YS WA _ 1 2^58'. C3C
577 1137E 85 C 1119321.:2141 ;C >_ :M >]j4a89.`.'0 211411"2 N151; `_ '�_ 7CC - 13425.x1., -`I 4. ' \ •�h• R .
` 1`>CEE81x]C X!111 Pi✓ rt.£� ''-'•Y
<,< 73Tr1'3C3 '12905.`.39101 - -�_ TOF �.SSL ]73gq•1)`40 213M01.5510 716 TIT!] "-FEE[ 1'315% Nat _ 11,E, iIt
,1 - -, 45 '1•
I{�1,5 : ?3125375[ !111'1 =F <J 191 13H3301, },)7151,) 4t�7,3]83 %137 7.301931 ,109[
176 { - ,3tk42`><. CS75 ; ?`; -__- 7° SC1 1'n5239w^_ 213.2561171 ✓y _ -_-'_- I< 7- '0109130 1 21}FktE1.4IIN [ELK ify --1 wv •s�_;'.j
1„ TI?41t277 it ^'?76!350_ -_ iy3 ]]11'47 N2'. P3C233 v '�- � 7 „?411x,1' T3.'•
_ —_ __ __ - _ 224• . C.,TX Tr4F /4
” WETLAND DELINEATION MAP --
BASS, NIXON � K£�1�dEt7Y ,INC, rR.>„M
® CONSULTING ENGINEERS mjce L_sL_7„r' PROPERTY OF
DHG FOXWOO� 4
6330 CHAPEL HILL ROAD APARTMENTS OF
tKSUITE 250
RALEIGH, NORTH CAROLINA 27607 ALP RALEIGH LLC 4
919- 851 -4422 FAX [phone] -`5 -15 RALEIGH WAKE COUNTY NORTH CAROUNA
R 12014;14029 -Town Center AptsISURVEY114029LDD 1dwg1140291A&7LANDS.dwg, 1/15120154:47.54 PM, dan gregory

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: 6701 Fox. Rd
State:NC County /parish/borough Wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format): Lat. 35.8726° N, Long. -78.5596'W.
Universal Transverse Mercator:
Name of nearest waterbody: Perry Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Neuse River
Name of watershed or Hydrologic Unit Code (HUC) 03020201
® Check if map /diagram of review area and /or potential jurisdictional areas is /are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s): 3 -26 -15
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
„-
There A�e�no '`navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
0 Waters subject to the ebb and flow of the tide.
El Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There rre "waters of the US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):
TNWs, including territorial seas
nX Wetlands adjacent to TNWs
E Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
Non -RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
® Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into'fNWs
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
® Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non - wetland waters: 3991 linear feet: width (ft) and /or 1.26 acres.
Wetlands: 10.35 acres.
c. Limits (boundaries) of jurisdiction based on: 1987DelineationlVlanual
Elevation of established OHWM (if known):
2. Non - regulated waters /wetlands (check if applicable):3
E] Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this form, an RPW is defined as a tributary that is not a TN W and that typically flows year -round or has continuous flow at least "seasonally"
(e.g, typically 3 months).
3 Supporting documentation is presented in Section 111 F

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent ":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics'of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: > 50 to 60a es
.q
Drainage area: >50 to 60 ;acres
Average annual rainfall: 46 inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW
® Tributary flows through Z tributaries before entering TNW.
Project waters are i12 river miles from TNW.
Project waters are +Koss) river miles from RPW.
.;
Project waters are
,,,,,,aerial (straight) miles from TNW.
Project waters are 1 (0 ss) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known: 3 111 order streams flow to 31d order stream on property which flows to TNW.
' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW

(b) General Tributary Characteristics (check all that aptglv):
Tributary is: ® Natural
❑ Artificial (man- made). Explain:
❑ Manipulated (man- altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 2 to 3 feet
Average depth: .I feet
Average side slopes: 2_1.
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type / %cover:
❑ Other. Explain:
'Tributary condition /stability [e g., highly eroding, sloughing banks] Explain: receiving substantial sediment input
Presence of run/riffle /pool complexes. Explain: yes.
Tributary geometry: Mearide'ri g
Tributary gradient (approximate average slope): 2 %
(c) Flow:
Tributary provides for: Seasonaflow
Estimate average number of flow events in review area/year: 11 p20
Describe flow regime:
Other information on duration and volume:
Surface flow is: Coriflned. Characteristics:
Subsurface flow: Unknown. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply)
® Bed and banks
® OHWM6 (check all indicators that apply):
® clear, natural line impressed on the bank
®
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
®
the presence of wrack line
® vegetation matted down, bent, or absent
❑
sediment sorting
® leaf litter disturbed or washed away
®
scour
® sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.' Explain:
If factors other than the OhIWM were used to determ
High Tide Line indicated by: El
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list):
ine lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by:
❑ survey to available datum;
❑ physical markings;
❑ vegetation lines /changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: water is clear except after rainfall events then it is turbid.
Identify specific pollutants, if known: Typcal stormwater runof from highways, residential and commercial development.
'A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width): 50' or wider mature trees hardwoods.
® Wetland fringe. Characteristics: present on other side of natural levee.
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish /spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: 0.117 acres
Wetland type. Explain:dominantly forested.
Wetland quality. Explain: Moderate, good riparian area but subjected to untreated stormwater.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non -TNW:
Flow is: Interment$tlow itt Explain:
Surface flow is: Overland,'slieetflow
Characteristics:
Subsurface flow: Unknown. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adiacencv Determination with Non -TNW:
❑ Directly abutting
® Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
® Separated by berm /barrier. Explain. wetland connected by non jurisdictional hydrologic connection.
(d) Proximitv (Relationship) to TNW
Project wetlands are 1 -2 river miles from TNW.
Project waters are f42 aerial (straight) miles from TNW.
Flow is from: Wetl n tog y: s. aiga6e
Estimate approximate location of wetland as within the =1Q0 :500,year floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: clear except during storm events then turbid.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width):over 50'.
❑ Vegetation type /percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish /spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 3
Approximately ( 0.073 ( #8, #9 & # 10) ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directiv abuts? (Y/N) Size (in acres)
#I no 10.16
#7 yes .007
#9 no 006
Directiv abuts? (Y/N)
#3 yes
#8 no
#10 no
Size (in acres)
0.115
.007
.06
Summarize overall biological, chemical and physical functions being performed: The adjacent wetlands, in combination
with the RPW tributary have the capacity to hold /carry floodwaters to a TNW resulting in the ability to reduce overall flood waters
within the TNW. In addition, these leatures can provide habitat and litecycle support functions for species present in the TNW by
providing an initial source of carbon and other nutrients available for nutrient cycling within the aquatic regime. Leaf packs, insect
larvae and other life sustaining components are contributed to the TNW from these features. The overall physical and biological
integrity of the TNW are enhanced by the adjacent wetlands and the RPW. .
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
I. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section 111.131:
2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
M TNWs: linear feet width (ft), Or, acres.
0 Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.

Z Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Small fish located in portions of the drainage, water present in driest period of year..
® Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 3991 linear feet 2 to 8 width (fl).
❑ Other non - wetland waters: acres.
Identify type(s) of waters:
3. Non -RPWss that flow directly or indirectly into TNWs.
El Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
❑ Tributary waters: linear feet width (ft).
❑ Other non - wetland waters: acres
Identify type(s) of waters-
4. Wetlands directly abutting an RPW that now directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year- round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
® Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IILB and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: The adjacent wetlands, in combination with the RPW tributary have the capacity to hold/carry
floodwaters to a TNW resulting in the ability to reduce overall flood waters within the TNW. In addition, these features
can provide habitat and lifecycle support functions for species present in the TNW by providing an initial source of
carbon and other nutrients available for nutrient cycling within the aquatic regime. Leaf packs, insect larvae and other
life sustaining components are contributed to the TNW from these features. The overall physical and biological integrity
of the TNW are enhanced by the adjacent wetlands and the RPW. .
Provide acreage estimates for jurisdictional wetlands in the review area: 0.115 ( #3) acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Z Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: 10.167 ( #1 & #7) acres.
6. Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters .9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
El Demonstrate that impoundment was created from "waters of the U.S.," or
ED Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
[] Demonstrate that water is isolated with a nexus to commerce (see E below).
'See Footnote # 3.
9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook

E. ISOLATED [INTERSTATE OR INTRA - STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
Q° which are or could be used by interstate or foreign travelers for recreational or other purposes.
0 from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
Q which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
El Other non - wetland waters: acres.
Identify type(s) of waters:
El Wetlands: acres.
NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
EJ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
0 Other: (explain, if not covered above):
Provide acreage estimates for non - jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
0 Non - wetland waters (i.e., rivers, streams): linear feet width (ft).
Q Lakes /ponds: acres.
Other non - wetland waters: acres. List type of aquatic resource:
Q Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑ Non - wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes /ponds: acres.
❑ Other non - wetland waters: acres. List type of aquatic resource:
ED Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Q Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared /submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
El Data sheets prepared by the Corps:
Corps navigable waters' study:
El U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: Raleigh & Wake Forest 1:24k.
® USDA Natural Resources Conservation Service Soil Survey. Citation: Wake county soil survey sheet 30.
National wetlands inventory map(s). Cite name:
State /Local wetland inventory map(s):
1D Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

NCDENR
North Carolina Department of Environment and: Natural .Resources,
Pat McCrory
, Governor
September,22, 2014
S &EC
Kevin Martin
8412 Falls,of th6 Neuse Suite 104
Raleigh,1NC •2761'5
John E. Skvarla, III
Secretary,
Subject:, Surface Water-Determination
N_BRRO# 14-33'
Wake County
:Determination, Type- i
Buff-erCall .Isolated:or EIP Call
® Neuse.(15A NCAC.2B .0233)
❑`Tar- Pamlico (15A NCAC 2B 0259) El Ephemeral /Intermlttent/Perenhial Determinatibn
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC'2B .0267)
P,rcject•Name :' 6701 Foil, Road
Location/Directions: Property- =is iocated,at.6701.`Fox,Road in Raleigh, NC
Subject Stream: Perry Creek
Determination Date: September 22,;2014 Staff: James.Graham
Feature%Flag Not Subject 'E/I/P* 'Startg Stop @ - Soil USGS
Subject' To Survey.• Topo
To Buffers
Buffers,
A I X I_ I S &EC, flag, I' S &EC flag- �: X
B• f _X I I L __ Pipe I lk I x
C` X I E' I I' X
I D I X i I I S &EC flag I ;S &EGflag I X I I
Perry Creek I X I P, I. • throughout ) X I •X
*E/I/P - EphemeraV!htermittent/Perennial
Explariatiori The feaWre(s)�Iisted,abovelhas or-1ave been7ocated on,the Soil Survey of Wake County, iN6rth
Carofma.or the rho' st- recent copy of,the USES Topographic map at a 1•:24,000 scale. Each,feature that;is checked
"Not Subject-' has not-to be•:a.stream,or is not present•on the property. Features; that are-checked
"Subject" have,been'located-on the property and possess,characteristics,that qualify it to be,a• stream. I Fe•may be
11VV Carolina
North Caroliria Division -bf Water Resources 162ftail•Service Center Raleigh,'NC27699 =1628 Phone'[phone]
Internet - www•nevvaterauality oro .location 3800 Barrett Drive Raleigh, NC ;27,609 Fax (919) 78 &7.159
AnEqualOpportunity/AffirmativeAOt h! Employer= 50 %•Recyg6d /10 %PostConsumei-Paper

• '67U 1 Fox Road
Wake County
September22,,2014
Page 2 of 2
other streams located on,yourproperty that. do noVshow, up on the maps referenced, above but, still may be
considered jurMictional,according,to th'e US' Army Corps of Engineers and/or to the Divigiorr of Water Resources
(DWR)
This on -site determination�shall,-expire five (5) years from the date of thins letter. Landowners or °affected parties that
dispute -a determination. inade4y the,DWR or.Del'egated Local :Authority,may request a deterimination by'the'
Director. Ari appeal request must be made within:sixty (60)ldays of date,of this.-letter or from t7he,date4he•affecied.
.party,(including downstream and /or adjacent.owners) is notified of ihisslet'ter. A request foe a dete'rrriihatioii by the
'Director shall- be "referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit,1650.Maii Service
Center, Raleigh, NC 27699.
'This determination is final and binding unless,,as detailed'above, you ask for a bearing or appeal within sixty, (60)
days.,
The owner /futu re, own ers,s"hould, notify, the'Division of Water Resources�(iricludiing any :other Local,.State,.and
Federal, Agencies) of, this decision concerning any future correspondences regardingAthe- subject property (stated
,above). This iproject.may, require a Section .404/401 Perm itfor the•proposed activity. Any inquiries should be
-directed to ihe'Division of Water„Resources (Central Office) atO19)- 807-63001 and the &A ri y Corp of'Engineers
(Raleigfi -Regulatory Field Office).at(919)- 5544884.
If you have questions,regarding -,this determination,. please feel free to contact Jarnes,Graham at (919) 791'-4256
Ds lly,
4�
Danny Smit • , Supervisor
Water Q_uality'Section
Raleigh Regibnal Office
cc: ,RRO /SWP'File,Copy

6701 Fox Rd.
0 150 300 600 Feet
I inch = 300 feet
Disclaimer
Maps makes every eflwt to produce and pulA407
the most current and accurate infomiation possibkp.
However, the maps are produced for intomiation purposes,
and are NOT surveys No warranties, exprossedor implied
,are pr%*W for the data therein, ks use, or its interpretatlon,

"Z
n
rD
T
H
0 r.
a
m
x _
0-4
r
, � r
0
� r
m
Sada3 /
T /X ld N3AYH XOj
/ o
/ a
r _
r r
/ � r
rr
r iQ n
TOWN CENTER Boa DATE6 DRAWN BY
APARTMENTS I OVERALL IMPACT
6701/6905 FOX ROAD MAP
CITY OF RALEIGH, WANE COUNTY. NORTH CAROLINA I SCALE: 1" = 300' CHK BY: DLH
4
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
TEL: [phone] OR (SDO)354 -1879 FAX: [phone]
CERT. NUMBERS: NCBELS (C -0110); NCBOLA (C -0267)
Rl
�
11
1l
11
11
1911][3

#10
TYPE
3
j,13
IMPACTS LEGEND
1
w
N 1
N II
i
SIR WETLANDS 582 SF
ape
I
II
1
JURISDICTIONAL
LINEAR WETLANDS ;
1 i '
8" PRIVATE I ;
> SANITARY SEWER ' m
/ I
20.00'
JURISDICTIONAL
WETLANDS m
/ � 1
1 �
i
1 �
EX CITY OF 1
RALEIGH SANITARY 1
SEWER ESMT N 221
BM 2007 PG 2628 1
SCALE IN FEET
0 15 30 60
I=
z
W
U
Z rn
W
13 W u�o
W z gig
Z �ry gLL=
z Z gds
W W aq
z ohm
Z aoz
X
m
z N = z
V% O U�6
m V 900
�.
m
m=
`aQ
0
w
220—
�Z
oa
W
Q
Q
H
U
Q
CL
2
0
Q
Wz°z
W�oZ
�
V o
N w
Zir cc)
3
O a
0
V
SHEET
EX -1

FEk�
� x
_ x
IMPACTS LEGEND
ZONE 1 6,968 SF
ZONE 2
4,092 SF
STREAM
110 LF/1,211 SF (CULVERT)
13 LF/121 SF (RIP -RAP)
WETLANDS
97 SF
SCALE IN FEET
0 l 3o
#12
TYPE
3
/ U
z q
BUILDING Y W = W 5
a W
LACK (TYP) W Z
Z s_
Z Z ems
X W !"yu
ad y �y
Z ohm
O u
x
I F' moo=
\ x Z F4 W
N 0 =wz
U �pW
J
\ m W U
\ J
\ mZ N e
�;...4P, :. LL u
�•,� �� ?I d i Q
m a
0
N
O
� cn
FW— Z � Z
W W o
V�
LL z
H iw
ZQo�
Qa
�a (o�l
u
SHEET
60 EX -2

N N N
O O (TI O
0 218.62
0 Im 0
mm
Z
216.36 a m
Z!m
Or
216.79 Z Z
N m
214.97
00 215.28
214.08
ul
° 0 0
O Cif O
:.
d
I
N
TOWN CENTER
N
BASS, NIXON & KENNEDY, INC.
N
APARTMENTS
N
IV
N
Cif
8310 CHAPEL HILL ROAD, SURE 250, RALEIGH, NC 27607
1911113
O
6701/6905 FOX ROAD
CTI
TEL: [phone]R [phone] FAX: (919)&51 -8988
J
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SCALE: 1'= 5Y:1' =50H CNK BY: DLH
CERT. NUMBERS: NCBELS (C -0110); NCBOLA (C-0267)
=
I
N N
CTI O Cif
N
W
O
N
W
O
m
0
v
r
m
av
m
TOWN CENTER
0 -14029
JOBNO. W14-IS ""B
JOB NO. DATE DRAWN BY
BASS, NIXON & KENNEDY, INC.
m
APARTMENTS
CONSULTING ENGINEERS
IV
M PACT AREA #2
8310 CHAPEL HILL ROAD, SURE 250, RALEIGH, NC 27607
1911113
1
6701/6905 FOX ROAD
TEL: [phone]R [phone] FAX: (919)&51 -8988
D
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
SCALE: 1'= 5Y:1' =50H CNK BY: DLH
CERT. NUMBERS: NCBELS (C -0110); NCBOLA (C-0267)

#14 I I
TYPE
3
7 3 �
PE
1
IMPACTS LEGEND
I1
ZONE 1 1,245 SF
'/ / 30' ZONE 1
// 50' NEUSE RIVE RIPARIAN
BUFFER AS MEASURED
FROM TOP OF BANK
Ae 20' ZONE 2
,'
PRIVATE
/ I
20.00' SANITARY SEWER
I � /
1 � -
ZONE 2 849 SF
STREAM 20 LF/142 SF
SCALE IN FEET WETLANDS 1,514 SF o is so so
D
D
D
U
? to ilk
4
! W ZWv
0 W u�o
ZZ'� v
Z ZLL =
ems
Y W
N �N
Z Z ohm
0 J °c otVVN
Ui �qm
N O
cn U
m ��u
m 3
p � Y
Z
W
b a Q
o Q
�°
0
Lu CC N
Z 'c _
W W o
V 9 z-
Z Q 00);
O a
U
SHEET
EX -3

IMPACTS LEGEND
ZONE 2
SLOPE ESMT
I
— SLOPE MT
491 SF
SCALE IN FEET
0 15 30 60
pq
p pq
ra I
Z
Y W =Wu
in W u ®o _
az
W Z w m
Z ��
W Z �;°
Z d2Sm
0 J ¢o
x��
zU)
=qm
Z amp
U
230 m o
� J
m a o
m=
a
W
cc
U �
CL
�l
Z
O
U
� CO
H Z ¢ Z
W W o
U "S
rr tr) W
Z Q
b (L
�Qto
0
U
SHEET
EX -4

I TRAFFIC CONTROL NOTES
1. Au SITE SC-CE SHALL RE ACWNO0ICE WITH 'HE 1a4NAA1 GN 1N910RM
Tk%c CONTROL DEVICES (MOTCO) MO NCODT STANDARDS.
C.O.P. sANrNY I my NuRaDEro 14 6501*
_
/ ,/ j% j %j % / % / % / % / %/% % / / / / % / % /% /% / %/j �- �` ^``` !� -"{ -• •• eM r99e. 7G 769 . CDMROL (ROM
.._... - "" _.._� MA[ R }SR 10 436
LL _ KEEP RGMf (nulDL Ra-) 11'..70'
-_• Y °oE61Lr¢rwro�R Ra w�is s+o
/ / / /// / /j�s•T /TY /iii / / / /
�,'( AC ESSRILE PARRRIG R7 6(/�/ REFER TO
•�` / / %// / / / / / / / / / / /// _ - J...__. -- •1 '1 / Im YR RDLO FUOV llO IRM'E'COWN GS NoCP -NK, -w Rr -1 11-.18-
, / , / / / / / / ! / / / / / ' / ' /'' E� C J rEl r i J720173 W. DO NOT ENTER Rs-1 30',A0, ED
/ / / /// I / / / / / / / / / / / / / /// / i / / / / /Knows // '- ! 1 �+ .\ 2. ALL SIGNS SHALL BE MOUNTED 9"01 5-FT NN. VERTIC:¢ ClF- ARA111Y ro THE BOYl Of sFr.T"iNSO°u c�a��rrz ooT►�sEElu- cwnNElPOS SET N
UJI
3. ALL PAVCYCM L•4RKR105 SN4LL eE N ACfpROAN.'E WITH THE WJTCO AND
\;J / Nrnor nuoAROS ANO Trc PRgIECr sRECSCLTws. n
swcES c°°rsn 1 _Z(/i Sv'd
NKCTg ARROWS 1205.06 STD. SMITE
IDO'rR'ltOOD PIAM FRDII MIRE CtlU1l1' LK ,/ j // // ' / i 7J -%'� 1'1 1 w PNRINC- FIRE LANE• --- N YELLOW LL
B -BAY LW GE w/ 1 rMCn- NSIe[tt CROSSWiWC 110107 STD. wllffE U
'SEE FR7121 JMIn70W A, J72017J70W. / /� / / / / / / / / / /// ;/ / / / ' - 4 -END STORIGE IRIfIS 1 1 1.. SLM1WiD CRO75NLLR 1205.07 STD. wME >- W 2."O
E7TEC0KarE-l2.2006 // / / / / / / / / / / / / %// f, s' 1 _
, .' I tl / . / / / / / / / / / / /// ,/ / /� • - 1 EDGE BAR 1205.01 STD. WHITE
�" - e-6AY CAfUCI w/ EDGE lH6:s 1203.01 6N R1NE G U
{II x
/ -- _\ /' ' i w -�� . -aD noRAx w� c, i EDGE Nc5 uos.01 4N YELLOW WZ Wnz
`` E ` I •w TARRING- ME uNE ""M SIwL CONSIST OF A w EaR) Z a K o
„O . •�a1 YELLOW STRIP[ AND SN HIGH ,ELLDW TEXT b0 PARIDIA - FRE UHE AT
' ' / I "6- •'O -•:`' ••: •- •Y -• , S tde / I n�ANW�RD -] AM FIRE MSi0C EBE�R6TNLED PER 1- a CFR,' Z z Ny U
\ ' /: /� / / / �•/: 0... -qq G carnED -, 1 SKX1AY. J7
/ / / P� - Rlo / .. N PAVEMENT NARNNGS SNALL BE THOXNOPIAnIt TYPE EXCEPT FOR Y W (M
/ / Rn.w NO �.-.; - RS ti• 2•• CoN['so PAR- SF-E INCH WT BE THERMDPVSTIC OR AL)F!D -RESIN TYPE PAWi. C 4 W
/ //, R3•. f _ 1 �. TYP. - SO
+ S 11 1 ( 5•TU !1 I -ff V N"U
' -_ C C c C l 1 I 1 � W Z oo z
7L� \✓ l.'� /,i lip' u' _ G, c', c'�c`,G c G -, ++ It i 1 �11J�1r11L�/'}1�'� Z� OH¢
RI c C C C C c C R1 I O/ J¢ Y m
e6'ru s ' .[-d/ j', / �+ + AC C C G C O lI__T - °ll]' `./ 'I RETAP" I X� Sioo5
1. f :/ #3 / x6.31• I G,c ICI �� 1 wAU JO'-.2
aao
_J =WH
o 6
cc
1 // % • M Ftt �.
RS' 119. IR[T -1 W
L 7
(� 10 Id+E 1, '! // � •• /� m �U
� 4
RIO' w
raou TOP a H.N= 1 • / - I
�L C1Nw TaNa I RoM CL C4RVa 1 RAIN
' RS O '3_ tt L 1+ I C� n • l.'Mn 1- I Cunw • LX,
.2 I RETNNw wnLl -- ' 1
R1L11 � I c1 12961* 3'nm I c+a Dos a' Is1m•
``v URrSpE'1rGM1 'iRCE COO T-0RRI ARU ~ / ® J, .4 •..• -• +'1 1 I Ct 99.er 3)5.00- I CIS -64' 93.90'
WETUND3 .,(REFER i0 iC D -) / / / � p I 1
aHENNADJ TO Auc / 4 -6AT L'1RACE •r i ' ',�. 4 u 1' ` I I C3 11 S.cr 175.00' I CIS 19.9x' 9190' I s s 2 O_
EARNING, , 7 -e• c011c ', ,� 'x , 1 C. x55.W mm• 1 n) W.rr 21x• I fli S-5' PIR� I CS 59..6• 1000.00' I CIS 23511* 672A1' I CONE ROLIRALR 9Rbl �! ie' .: x ' a r ' Cl9 Y.l' Ml. m ASINKNC, m c7 30.M' from' I I C20 2166• Sex•
It ACC NSIi TP. `- I O 2566' 50O.W I I C21 9Ar N1.OW
® - RACK- --� l } NC PAMGIC
`� ME A RNCE _ J 1 = SPI F IT.
I C9 191 21* 1+1x I C22 l+o.m .51.00 a N
/urrsunnTL ' r 7 I , a ! I - _ 1 1 - - clo 5795 229.90' I I O1 +o19' 22.00- +? q 0
r LINEAR wEMN05 -
) -: - __T�- -- •- � root - _ _ _ '� 1 - _ � � � Clt 37.19' ss >m' I ua >ao• 161 W'
v ^ 1 I I c11 76 -- rb11• I I C25 nAV 36.66
'1930 76sYC•I istlD` ,.a I - I __ .OIL i : _ _ cRG.�11PC $ ' y - I C13 2653T ]29.31' 1 I CIS S7.Y• MAO•
FTE2 6J
J 1916* wl (ow srE) , I m o
Road CL LYON T.M. I I RoM CL liN Tae19 I Road CL LM TaOM 1 ¢ < m
/� �/ +; .r II -- -�I Y Il 1 �}r + 1 ul+.• 1.69119 oR.emn ILIIrR, L«va on..mll I urw. I.rvm 019.196, 1 i
r Rom, tt V r Ll Ina1' Imos'a1.sa1• I I 121 1N.so no1 ut m.a2' N000'32.olV O Z O PROTECTIVE
,w7,soKrzwu `' ,• J U - - le eavFS wr[R 11 L3 26.16' Mf1 r00.3Yw I I L23 1)..n' ses e'21.leiw a 362-11' -5.*21."V nw 'b o Q
\ i 1• ) `. <: .' - -- -' -' I UMIl 1 -'1 ` LR SLAV SMI '«.N1I I 124 57.19' 511* S-1 I LN 160.N' 56159'2).991' a J W
RBI - .... b
11 1 •• ` STEPS .1- I -y- -- - •: r - - ® l Is IOSA6' S)PN'«.99W I I 1n 1ssA2• s1rs21.e0T I I LN 2:Ar 9000•StG1i Z ~ V
11 I �1 - �. _ _ _ ' Y w.1r s7v «• «A9ti I 1 126 1N.0 v.'.r3art I L.7 ISwr 52196.59.121 w N
- r - - .���L�.N _ V 56.60' SKS]'Da.191 I 12) )6w .,w,w m m I LSO ?SAW S2r1e'Y.121, $ O '
11 RFTAINNG WALL U - ` C .. 1 Z J
Y t•S.A' SN3]'04.t9`a' Ile U2.56' NIbtO'1 ).65111 I LN ]33.62' rOOD'31.o1`9
�� •1 _I_ - - 9 SS )6' M11 Sr`S 129 5)00' 00' )A51 W 296 r 56.T1r069)t r^
�? ■ - nrRrSaCr�NN l- •+ -- _ _. FFEba7 _- �' - ; 1 70'r2o' ELDPE CWr 1
LID 112»' M6T1 r0e.9)1 1 130 6113' N•ra1'3721-E I 1 lit 61AZ• 5611 rO197E
RS n U
rrN! /a RE IL4M05 '• ® �y 1 /BM 70 W. RG rROp`
R3 1 � _ - I L11 147x2• N6T1r969ri 1 01 ».r 1479'N•.2mi I I Lu »An Nu1s'26.61t
LI2 IMUr w«•a3.321' I u2 )em' N)9'N'4210t I I 'ss 12 ' HISI 6.N't 'n
L13 1NAr MC.1'11]21 LN N SO' NIT .'17E 1 I I W 136AI' NUTOO- 0445 1 v�'
MOW SM46•16.681 uS 19567- 19949.6=11 1 Lx 79.73' rnw%&IS W Z
L15 tour S?WIWI6N1 Lx 5912' 5101o'I7M -E 1 LN 0.19' S14TWO4.051 1
sSEErOACe lT�) ,� �'hS "�v;a I..; ' _ 151560. yurt
09 Lao R1 I .e1* C AY GnANtt RMNDIE I us 7.22 s6r1e23.+I1 1 u7 6573 N+741-3721E 1 u7 +1619' sleoru191 LjJ
RJ °1 - oR3 /_� I 1 LI7 74N s)1'S1'13A21 1 ue )3.1* N7P49'amt11 L'J 03.36' W41-E C i
p X f ! 'N'1* sn. _ 16 567trcc"cwR 1e 11.91- - C Z
T,. a • 1� �� PY _ _ _ 111 Q
w \ II NRT14 Ti! 7 I 1N'_. 113u 11* R3• G71 -__ -- _ G_ _ -' -- 1 L19 NN' S- 111']9. Y11 LN N,6' N- .'«.. -E Q U
J- 0[i-1 TR.4LE 1 110 57m' S1D'II.0 I-E I U1 •762 .- '11.0121 Q 2
' F
(�1` WarSdcrpNU 5' CONE 10 70' P E
W\�
,'p wnrAwns vocNALN. 7-w �! } ilk• - �1`�_.\ IR 20+ N S, . 1090! 2' MONOLITHS: CONC, < lo
7-r PNRCD TAPOI pl [/rOr [ND ..d - :L O
�t NOTE: ALL CONSTRUCTION ACTIVITY MUST BE o
In
zrNUR wEruNOS _ ....._<
510E slGl Aw 4 0 --Y_Fr - v cRDSm, TON. Y G IN ACCORDANCE WITH THE ACCECROSS-.
S" Aw Lr.f _ ,'� POLICIES OF THE CITY OF RALEIGH AND NCDOT W a) ;
_ STOP fl.A, IYP. L-,U 1
111 Cx W.IrARY i �•• -' ® ' -'• '• s'P - _ 103.340' SIGHT [A 1 ES i� 2
SrwEP CSNr 5• GENERAL N91IY 5' CONIC �1 �i '_•�� _ __ - -- -`S' CENEPAL UDLnY '
1 flu TaDJ aG 2676 RACOIOIf ESwf J B PLACENEHI ESM i . 11 f J�'l Z
- I 1 es dSTANCF aoE.w, Rze/ \L� / J p "pVS.' - -- '1i S LEGEND U (D o
c` 11PA_- 1 1 1 .uR,• F1T - NTENANCE SHOP
15'.390' SGHf •' �•pE 9T 60._]5_- 1 ' %(
GSTANCE TRANGLE : ' 'C pOgM� rt 1 I 1 J R C - CmAm PARK WG U
_- �' ..•" . "� wEIE'N p6f+W,''' - \ S - nO c UNn
SGl00IG
4 CONE 15'.790' Start ) 6Rw1IN61ANCEa
) j /
O.mIV. STO NTUWRRMDa MGIEiil1 W .I5RFlN
FOX WAD sPE20 LNn.y -N 1 1 -' •_I_ ; Iw TwancRAL
RNNT 1+110 . S>p FT 1 K _ PROTECIM YARD (1TP) N
_ f CON E3YT LEFT. twN . W FT j
-� •-.0 -_
INSTANCES' nf M.&IMEOAWNOw0A0cEN,ERUNE I 1 1' GG INFEET ,11 O
ORPR:P9 EVE'*
IS FT FROM FO6E OF PAVEMENT. 1 1 I•,� 1 1
� •� IQ 0,
SO N 120 tN N
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686

THIS PLAN IS PROVIDED TO ILLUSTRATE THE
OVERALL PROJECT. REFER TO SUBSEQUENT
SHEETS FOR DETAILED INFORMATION
1 Fr;FNTI
a
\ 1MA' _rp \ IOnwC AN
L 6�5 / FEODDAwr F1iJ7 HXAAE L171.IPh' LYS
\ �•», SEE CT)W 7f wr 2.2 I, 112017l,OOA
SEEaFANC S 7 r72 COfMFY N55 \ oe we'o'e'a FP'c aoe" I sr: 'Sw�clC .Awn, / / / rsFrcFnE a7r CN> I, ao0e
SCE CA E T72]DOr • 372oi7J70O4 \ UY. wuvr rNO11'P M.
F7TrcraE ME AMr 2. 2008 \ zo-NNC R -6 I I 1
\ \ \ 75 C/N 0! RACrCn �'
/ GRFFNWAY FSYI r11
i
- ___._'•_ M1Bw ACSpMCF� 1
---. -- _ _ _ ...T
PHASE 3
�� •7/ _ PHASE 1
-1 -' - ..- -1. 1 / Wr SE YR. noon I72 FRLN IF372 C73 G5
_ _ -`� _ 4,\ b_ / _ T1` / •�� vTrc7w aTE iur '�2oD�a n2orntwv.
o s PHASE 2
6 .�- ,i'`s;f°".' �'P•' / A, , 1 \ , 11
IONwG NCW
7
I
�.'3�
BUILDING UNITS
PHASE I
BUILDING NO. 1BR I 2BR 3BR
Al I A2 A2 TYPE 'A: B1 I B2 83 jBi TYPE'S Cl Cl TYPE'NY
BUILD 1 I (TYPE 1) 8 7 1 0 6 8 0 0 1 0
UNITSIBLDG
32
BUILDNG 2 (TYPE A 0 0 0
BUILDNG 3 (TYPE ■� 8 10 0
BMDMG 4 (TYPE Iq 1 8 10 I 0
BU)LDTJG 5 (TARE Iq 1 8 1 10 0
BUILDING 1 (TYPE 1) 1 8 1 7 1 1
BUILDING 7 (TYPE n l 8 1 7 1 1
BUILDING 8 (TYPE 8 1 0 1 0 1 0
IF INDMDLAL TOTALS 48 51 3
15
0
0
8
0
10
1 15
0 0
1
0
32
36
0
0
I 8
8
10
10
0 0
0 0
0
0
36
36
0
8
8
0
0
0
32
0
8
8
0
0
0
32
15 0 0 1 15 1
30 a8 5a 2 30 1 2
131 32
32
268
I 268
UNIT SUBTOTAL 102
BUILDING NO. 1BR _ _
Ai �A2TYPE'A'
BUILDINGS (TYPE I) 0 0 0
BUILDING 10 (TYPE III) 8 10 0
BUILDING 11 E B) 8 7 1
BUILDING 12 (ffYPE No 8 10 0
INDMDUAL TOTALS 24 _ 27 1
UNIT SUBTOTAL 82
-
B1 B2
2BR
B3
381
81 TL PE C1 Cl TYPE'AC
1 1 15 1
0 0 D
UNITSIBLDG
32
_ 36
1 32
1 36 _
136
15 0
0 8
0
10
0 8
0 8
15 24
8
10
28
_
0
0
1
0 0
0 0
15 1
16
` U ^ J
/- w 2 O
M
_
136
BULLRING NO. Al A21 A2 TYPE'A'
BUILD WG 13 (TYPE n 8 10 0
PHASE 3
2 BEDROOM 3B y:
J BEDROOMS:
UNITSIBLDG
B1 B2 B3R B1 1'YPE'A'
C1 Cl TYPE AAA
D" K KIONTS
0
8
10
0
0
0
36
BUILD 14 (TARE IA)
8
10
0
0
8
10
0
/3DO VDAFFIC
1 SP /300 SF OFFICE L SURFACE OFFICE):
1 SP /loo SF OF POOL SURFACE MCA
0
36
INDIVIDUAL TOTALS
1 16
1 20
1 0
0 16 20 0
36
TOTAL
0 6
0
72
72
UNIT SUBTOTAL
1
36
UNIT TOTAL
1
2BR
48
I 348
TOTAL
I 476
1 90
90
238
.i
!11 ti
❑ U
Q c-
cr
u-o
w
V1
LLJ F-
1i
o
PROJECT HMIIC: IOWW CMG A>MIYDIIS
Pv.E 1)s7.13- os -YX6: 1737.17- 12 -2QI
W
w
°4
ED
VEDLL
N]OMSS: 6701 /611OS IDK R0A0
RAEN94 NORM OX RO N
201NNW CIINPD/f: WO 9-15 (2 -1N -85
E9
IAC: 9qD -1 (2 -t -93)
2Z
VA'AAT /SRK%E -FAMEY R6
OL
CENTER
l, APMIMM ca1HPLE1( /AENm CENTER
TYPICAL BUILDING DETAIL
mm All ■LI■DNG TNPE6 COWAR
BRCEIIEMATS/El.EVATOR CORRgOR
1 ; 1111 �p E
1
I
.•�.®' ,may
\l L
\\\
a
- -
C, 6'1 Sr0EA4LA
AAo C� -
E, 3030- C!G r
w-
- Aft-E-Ift.-ATIO-11-
NEIJ5E NPARIAN -FER
PRIMARY TREE CONSERNA WON AREA
{q.1
- GREENWAY EASEMENT
0,
(al4'..-mw
M�
r-F - <<
- -t
V I ,1
SITE DATA
❑ U
Q c-
cr
u-o
w
V1
LLJ F-
� 3
CID
Z
PROJECT HMIIC: IOWW CMG A>MIYDIIS
Pv.E 1)s7.13- os -YX6: 1737.17- 12 -2QI
W
w
°4
ED
VEDLL
N]OMSS: 6701 /611OS IDK R0A0
RAEN94 NORM OX RO N
201NNW CIINPD/f: WO 9-15 (2 -1N -85
E9
IAC: 9qD -1 (2 -t -93)
2Z
VA'AAT /SRK%E -FAMEY R6
OL
CENTER
l, APMIMM ca1HPLE1( /AENm CENTER
SITE AREA (GROSS); 1]57.15 -03 -3066: 45.95 AC (2.,550 SP)
, ,
1]]7.11 -1I -2401: (RECOLOWTKN REOD) 112 en
46.50 AC (2,025.562 SF)
DCEM%O PC AREA
CRECKWA OWL .67 AC (29,463 V)
FOX FO ROAD: 2 -1 AC
FORM
U
3.b AC (151,717 S�
•_� N
Z
NET LOT AREA 43.02 AC (1,873,945 SF)
- " n y •+
NS°E CITY WITS: 1737.13- O3 -3o6B: (ANN%AT°N REQUIRED) NO
1737.1] -12 -2401: YES
` U ^ J
/- w 2 O
LRNT BREAKDOWN:
W >P� U
IRO
C=.J Q
W Z WQ LL=
2 BEDROOM 3B y:
J BEDROOMS:
z
w o^
TOTAL MIRS: 476
¢
V
D" K KIONTS
Lu Z h
CSIBH°USE 32--0 (1- STORY)
TYPE 1 50' -4' - TES) 4
w
�d y
O W
STORIES)
Dew
1ME 3: 53' -0' (SRR LF2L 415- STORES)
`+ W W U
doz
DWELLING CAILUUTIDNS: (476 UNITS /46.50 AC) 10.24 UNITS /AC
Q y
ZC� O�¢
PM EO r11CULAJK W
REOURm PARKING
f ¢ w
J
:
.5 2 SP /x- BDfR00M: 25 SP /3- BCDR001H;
�Q/
X x
/3DO VDAFFIC
1 SP /300 SF OFFICE L SURFACE OFFICE):
1 SP /loo SF OF POOL SURFACE MCA
m Z
J a
1 SP/5 SEATS - NDDOR RCC SPAC[.
S
Z m m ZO
1 SP 1200 SF - HEKTH/EXERCISE SPACE
z 2 W
1- BEDROOM. (190 X 1.5 SP) 285 SPACES
��//�L
yA O V 2 U
O
2- BEDROOM: (236 % 2 SP) 476 SPACES
3- BEDROOM: (16 X 2.5 SP) 120 SPACES
�A6 o LL
AFA
i0
OFFICE SPACE (1.025 SF K 1 SP /300 SF) 4 SPACES
RECREAT°N AREA (50 SEATS X 1 SP /5 SEATS) 10 SPACES
Q ¢
mNE55 AMA (1,500 N X 1 SP /200 V 8 SPACES
by
POOL AREA (I." V K 1 SP /100 SF 10 SPACES
~
TOT- 913 SPACES
m(
m
ACCESSIBLE: (2X OF TOT &) la SPACES
Q
PROAmo PARKING:
STANDARD: (83' MTH) 653 SPACES
ACCESSIBLE: m SPACES
ON- STREEr: 21 SPACES
TOTAL 213 SPACES
SETBACK RFA�NTS: (R -15)
FROIR YARD. 30.
SIDE YARD: • 30'
REM YARD: 30'
• ALL APAR ENT B-INWS > 28' 141
U
0 -
QY
(°l
R G
NPER9°DS AREA
C
4
O.STNG: (0.U) 7y [ AC I..- 11 Wj`)
iF
U
O
V
4 O
PROPOSED (30X) 13.40 (6D5,170 SF')l
RECRGIKN 115E RELATED TO RCSIOENTML USE: UUBNOZE ANT, POOL
p
p
TOTAL AMOUNT OF OPEN SPACE TO BE DCDICAFED:
D
WOURM. (475 UNITS a 435.6) 4.75 AC (207,.146 SF)
n
n
c
TOTAL AIOINT OF AREA W % GRU~ EASLMENT: 312 AC (136.013 SF)
N
^ d
TOTAL AKUNT Of TREE CONSERVAT°N AREA
z
REWRED: (U.02 AC (1,873.945 5<) . OX) 4 02 Al (161,395 SF)
y
=
PBOUDEO (11.2X) 4.832 AC (210,469 SF)
N
D
Q�
°
z
5
m
w
GENERAL NOTES
°
g
I. AL CONSIRUCT°N ACTMIY MUST BE IN AfEORDANCE NTH THE ACCEPTED POILYS
M THE Cm OF RALEIGH AND WOW.
(V
Z
2. SOUNDW W NN
FOINATION TAKEN FROM MAP W SAS& NIXON A KENNEDY. INC.
S
O
cu
3. PRW°E 30' SEAHWD COWROE CURB AND GURER N ALL PLBLNC R1GHR -Of -WAY,
0
U
AND 24' STAWARO CONCRRE CURB AND GIfFiLR ON -SITE.
4. WITHIN THE AREA OF ABWE DEFINED SICHF TRYVNGIE. THERE SHALL BE NO SMAR
OBSTRLICTNG OR PARTLY OBSTRUCTNG WAI, FENCE, SIGN, FOLPGE. BERMS. OR
PARKED Vl C BETWEEN THE KKNTS OF 24 NC1 AND EK.M FEET ABOVE THE
CURB WE CLEVAT°N OR THE NEAREST TRAVUD WAY W NO CLNBNC EXBTS.
cn
5. NMMUM CORNER CLFMANCE FROM CURB UHE OF INTERSECTING STREETS SHMLL BE
AT LEAST TWENTY (20) FEET FROM THE POINT OF TANOEHCY.
cn
6, ALL OWPSTER AND CARppWO RECYCLING LOCATIONS WILL BE SCRECNED FROM
J
OFT -SITE NEWS.
7. Al EXTERIOR SrrE LKNTNG SH- BE OCSKNED TO PREVENT OrF -91E GIME.
W
9 Al WORK MUST COMPLY WRH NORTH CAROLINA STATE BUILDING ANO HPNDK'1PPF0
C
ACC U" CODE YW. 1C
9. MAP RECpIGATKN REQUIRED PR°R 10 BUADNG PERYrt ISSIMNCF.
_
c
O
G
NOTE: ALL CONSTRUCTION ACTINTV MUST BE
M
i�
Q
cc
❑ U
Q c-
cr
u-o
w
V1
LLJ F-
� 3
CID
Z
W
w
°4
ED
VEDLL
U
2Z
OL
IN ACCORDANCE WITH THE ACCEPTED N
POLICIES OF THE CITY OF RALEIGH AND NCDOT W
SCALE IN FEET W LL
= T O
9 5o 2P9 am .9D y V a
CITY OF RALEIGH PROJECT NO. GH -2 -08 TRANS. NO. 412686

FOX ROAD (SR 2042)
E3
'V'tlfg� IV.3w Sam
CF11FlEK� DISTANCE TIRIANIOLE
ta= v em
IS.W Saff 1 3 -LANE
- - -- ---- ---- CWAMCEE
Rif' StOPE fS.' 1 � \ 1 .- •sN7•n1 I,(�I�, }I ■ Nt�'i 3'L a• �I rmI r II IIIr " "- V W n
Z
Y MONOL TAPER 0, ITHIC
PAW
CRc,MRAEA.
W q-
STOP B"­ w z p.
-7 FUTURE 4 - LANE DIVIDED (FEE414-LIEU DUE TO 1-540 BRIDGE)
DSTA.NCE
S, woutAL Lftft
NM 3QOJ PG 363e
i0p PLACEMENT z
INAMIENT OMIT Y
z
Z g
uj
Lu .!Zw
FOX FOREST ROAD/CREEKWATER DRIVE 01'a 0, 0!.:
Z P: 0 'm
30' BUILDIND
------------
3w 8,ILRM,
SETBACK (M) AIL _j =1
TRIANGLE
sr— Sm
wiz
_7 - !"
z! �' z
(n 0 X.6
A. •
X30 ri
(nu gy-
<
20 Rw T,rP
NEIGHBORHOOD STREET
SIDDIMAX.
3 •
-- ---- 30• COMIC' Sm 7
ma, m
DISTANCE IIRINNGLi
N
S. —E FXIARANCI
'1' � ­. -
A - DERR, W/4-EN FOX FOREST ROAD/CREEKWATER DRIVE a
"0 MAW 'M-E L2Z
mmaRALT.
xwQP/aAy G1 0 0
FAIL. !a iL d'
U
(ON -SINE) V
- -.J
As V p5 Y pas
I - ��ll �� 11 - ' � " J
0., r3�
RY
lk NEIGHBORHOOD STREET (TRAFFIC CALMING)
Es 'All Xllip ­E n T­ SECTION INTERSECTI(IN"ADI WIT, 2 1 tAK9S,
PAWED AMM cow\
EW_ TjTY :w NI CSYT COMPACTOR
ENT SIGN
AEC,CLNL M'SLDPE ESNIT x
5' PAWED) K
Na I Na
ACCESS AISLE 4-01 ITS' 15.4w SIGHT w z
SPACE %
%
ELI
a w PAR.ING z
w
5-aAl GAR�IZE IR/
SPNL TYP.W _END
4-END STOKAUE UN B PAWED -----------
ACCESS AISLE. M. --------- ---
9' K PARIONG - -- ------------
SPACE.
II
7 10
11.5, PIAKINC
u
-1. 1 SWEI SW M. I R21*
M P N
TO PARVJMG. Rio.
Ex 5• WIRE lrlc� sOf Or I. TRAFFIC CONTROL NOTES
C/)Ml,' w 70
ALL SEE SIGNAZE SMALL BE ACCORDANCE %RINi THE MAMMAL ON UNIFORM
20' TRAFFIC CONTROL DEVICES (.LRCD) AND MCDO1 STANDARDS. •
PONED z
SNOILILDER,
7,P_
MAMOKFORIT � LANE N 30•.30• ui
C� (wIAT)
GUARDIRAIL KEEP � (SYMBOL) R4-) 24•.30•
W3 -11 IVA2141'
-10 ER
DCLWA�IOR W2 12•.]6* L 0
ACC ESL BLE REFER • T O MAIL
TREE CONSEAIMIITION NET PAB<w ANYTIME R7 I
(REFER m mlo') DO W` ENTER
2. BE MOWTED AS S-FT 36 0
­130 SiGt4f ALL S'­ — 7`C_ XAME
BOTTOM OT TNE SIGN' ON 20 GAL­QED STEEL ­CNAW POST SET
R_dct!JIWIT� R.. CL L. I.. CL L- T.III ROAd CL C— TRb% fIOAdCLC—TMbU DSTAWE TRIANGLE 3FT DEEP . 1 b DO, CONCRETE FOOTING
BE IN ACCORDANCE — ME YLTCD AND x
G" Mr.— WWI STANDARDS -0 ME �CT �CO`ICATR�' 0
LI 11♦,10' �'41 N1 Ul 1­' SIWII'43.M'[ L42 Wo2' WDOWDI-W CI 1­6r VSM' C14 I­M' 191­' AND CLNftRAl
SPACE, UL 6
C, 10, 1.0 P-ING 0
. I� ::Y'OD-1 .2 IDIRI' II-AITI.-V 143 NI.12' -W11,01"M . 315.00' CII AD."' .3.50' DIRECTIONAL I— Go m ._r ul
0 JKM,IIV rEO-321R M 7::n. I­ SIM 011`58`27.99110 . 115.47• 3T5_' No ­ ME LANE- --- 7 M "EALON' Lu 0
­' ._,IScKLT, CROSSWALK .0 W-E 01 a:
Jr 21SO, S' 5,07 STD. wma
L4 51-V INFIMF":� 04 10' Slr4S2&SDPE L" 1,0,BIT WW27."'d CA ze,w CC171 In, STOP FAR Ol STD. RWfTE ID
2OSD; N WNITE
5 'M Em z
0 IOSOR' _w_ I Mn -w- sircI-2S­-E LAIR zuIr wommBi-t 0 W� IOD)OO` CITT 2M.21' ln�31* EDGE —
iam- sz-v"-E "7 imor w irn.trw m nir MGM' LINES 'ELL""
ME LAME CONSIST Or A Lu
L7 ww wm%NI'.v LIT LO `NLOOl C, ­v _­' z-&-w P"B"W" A. .. ... "'D SN"' -I. .. — Fw�LAWE* AT ED
191 L36 M.56' ­017,115-IR LAIR M� NOW32.011-11 a 2SW !Mw cz, gAr 0'� "I—; FIRE -07= =TALLED PER TOWN OF C­ L) 0
STANDARD 3050-D PAW REQUIRED)
0 St){' LIS 37-' ­IQ`IIjRBVl Lw m4r sarirm.aric m -ir Item- I iow oiw < 4, ALL PAvE"" EXCEPT F
LIO =-?O� IN IJID 85,73' N4Z41'37211 01 IL3,1112' USTrOL97-t CIO 57SV M­' U3 IMM' M.00' ~KINC SP­ `==­M TKK =�M =RJESIN PNNY Z
LII
L'2 :47.52' NfQF TM97-4 01 75.4r uw4ir-m-c Lm MOB C" 37.,w MIM. me, '"'w
L12 71112'' l7VW42.001 l I L53 I16.33' N 18'IRN'E I CIE FRSr MZ -- — 3:
M.W' U4 IN.O4' C13 265.37' 729Z 57.4w 04AW
3-TOW17AWE6 0
LM 195-67 SI-1 LSS 71.73 S7­`M.I5`w
78.90'
L14 SM44' fill =E.EO LIMIT MMPH LEGEND
LIS '_ IT
10_1' w Eav L34 x.12' SIO"0*17.051 L56 019* SIrM'NNE F, G DAMAGE RAW
Us 74=' ­81-1V 07 R5.73' ­1'37.21*9 L57 il�' SITFOrI2.2R'v LEFT TURN. -IT MAWERI'MCE SHOP
c COVERED PAFAOND
S STORAGE UNIT
FT c\I
L:7 74 57t'51*11M 75.7 M.-.2.00-E LW 93M W41 -ILL -1 NOTE: ALL CONSTRUCTION Ac-nviprTymuST BE I -
E IN ACCORDANCE WITHTHE Ac LEFT CORN FT w LL
LI: 12= L�- POLICIES OF THE CM OF RALEIGH AND NCDCT DruNCEa ARE ME..INiEO ALONG ROaD CENTEwNC 1­1 1 IN 'LET w
.1 Be. 0
CITY OF RALEIGH PROJECT NO. GH-2-08 TRANS. NO. 412686

mD¢rwlnnuvos - - -- Nj
� r rwR,D"P
w,w zi �i REILAWs / i! 2�=
i h(6YrrrwLDE■ //, �� -_L' •.� -' L „ % / /! /! / / //. g> //7// 7/7'! ,li! / / /! /! /! /!,. n a ''i! /! / /! /' // !/ /
va zaEV rmm. now 1w E3
6• Ile WUI,PNOtNO SP/ACC., M.L 1G'ZDwc 1 - / % / %! ! � "i /! ' '! /! /! /! /! /!/ i SEC A1/E2517W'727= Al 31"175700-1
e• PANTED HE kcm NsIE.M. / / / / /// / / / /! /, /! //r / / /, // / /!/ /', EFFrcmr NIE MY S•zme
1
2•- Cg. sro �a \\ w w
I TxE [OI@R\RTbN ARU eae. M. Its "' ( \ (A
(K*roTel.o (aw sln ,e. X14
1�PAN,,.� ice' A Is -
rARRNC \ �\1 ! iz / y - a1 - -•p ' 27
1 / \
I j n 90wT1rE,
C To TICID-1 AREA-_ - ----- -- ,LB / ,J 6 m
1 1 n 1 ( :3• Op (; i (REFER TO TCIA -1) / / � // / a yea ly ua z tt,o
ow 36
'.AAWSdDipN4 /
W Z W LL Z
?
/ / /// . ...__. 6 c0wc srol\6ALI1 , � V I .;'• W � �v
wNEII AOJ. ro 1 �W/
JO' zOAY 1 1e' -1 vM\mwx ' PARI011G. Y 1 i ' l Y/1T
1 20• ZONE 2 2i - �Y +. SRPS , L7' ]D' IONS 1 �' V N -to
. celrs 1
Mill Botts / I T� D zoR z,:Ir a N m
SO' EUSr /NKR RMARLW ) 1 PER uNT ♦ r ` 0-0.-13 GARAGE w/ 6-Br.Y CARAFE w/ I Z O O z
BUTFER A5 YUSUREO __ 5' COW RC'DNIr YI111 , ` A_L O N Q
• 11 4 - CO\TR[D 7 SIDEWALK M. I ` ♦ -CND SfORAOE UNnS . -ENp STORAGE 1/1115 /1 1 ." J r Q 4 w
rRpLI TOP 0" BANY 6-BAY GARAGE w/ �PMRING I , , 50' AELSC RI\ER RMARwN O j r f
6- EWy's /idLYfE IMIIS a'-, _ m
/ :1 ` M BiROY pop OF BANE 0 1 {� �'`'' J p 2
as ' j
�- / / �_ r �.__ . / Dvt r, r� r I I I s 7 ' Z 0 a..F
✓um5penoNU ] ' +�; / G�A 1� I.G e,I,`1 11IF a�aI -- -1, ..G. .G e Sw
y y y
_� 7
1 - 1 / '" I ��J zuRrsomrbwu V x a
I /�
`RERANOS -. 4 , v F /I / ' I '. S .. .. _ .. _ .. Q�. 11tR.w05 x(01 E 1.ONSEINA l ARFA O U
I "I, (, RETER TO rotA-1) ,N/
4}'; SO' REUSE)RrKR A111061N _ , uYE IIS Li - -_� LM Q b J W
/ ,IY )3 / #13 I , 6L' IER A. Llslo 0 R/0' It IA . R, -- .0
1 R1•
�I � m
1 - ,IEY - _ � '
I - - ••/' - - 'dw` R1M / YT FFTnu LO-SAY I\. ' ¢
15'.990' 9GIIl - -� i ' 6 -0b STORAGE 60105 Jf/NSGACIION•1
S CNE SDEYIAER LNfA4 +L`RAINS @
RRMYwG wNi I y®1
J
alDEwrR -a ,� Tn .._-� ' i w t1� I J ° ° a
SIAPE [SYI p6' - S r F __ � �
b' y0.. �!' 1 15-00' I j V
b• L'?> (TYP) dvRlSperroNlL �/ rrE n7i/ ®S I - I • ,I, w w w
LNGR RC UROS
P �i• a
o. a
19
q c
-
4
I - ACE- N-LIEU wo.Am - ` `% / •J1 SIFPS , 7 Z -; - `® '� y ' 111 N
T`FATD BE - ls•.aw•slaEr •,, j,. - -`- -1 , - -- '
COw51R1IC1ED WE ro Oti1Al10E tR]VEC1E `- 8 -- Ib �2•' cOIE SID m C
TO DETmYNED AT �� `.` 6' cows i ® (Ow-
CP REVEw /.PPRO/AL \ - \ a •� \\ SOCMAL6, M. - .1 r L
\ ,51160. 1101/7' - e e • CA __ ` 4 - WHEN RADA R RRARNIG , I ENS �5 1, W
INSTANCE ARRANGE ab l PARRNG. M. wAEi �' 1 , Z
n ti QQ 3
�' 1 /� • - - -` -` - . -.... '1 ` \ b•, �_ R3 M T CBS• PARSING ((
R3' J
_\ a 116 a-e f SPACE. M W
�J b \�::. ewcRa ac"R /lam 16 ix le e' u�4. I �s°PACE.v PARRIwc Il W c
7''r % •A ` ai e• E5_ ,_ Rc N II
/- / •; c.a I Access Also. M. Ti
R • ® e' we PARNNC
0 ¢
'�. ls,.m S'id/l I ` RS yyy,1` msae rrowl•
rt w os
06INKE 1RYVIEAE I ` \ �1 ,--,
v`� /-7:

(7
O
T
�J
D
r
m_
s7
2
O °
m
n a
z
0
0 0
N
O
00 ;
D
Z
c
Z
O
R: \1011`,14029 -T— C..—Ap- CIVIL,Ca°.Il --., 1-1 b....Uw 9. 1PA IATI. III 301911:09:06 PN, —en b­.
n
rC
= o
r9 3
F!
t
_ � 8
O
Aso
00
N D r
O
T1
�(1
z
N
oF�
��'o
°�o
az
00
�nm�
=,DS
_'m
pp3
C
Z N
0
O m
O m
ti
i
SHEET TOWN CENTER APARTMENTS
ClA
^7 8 OF 22 6701/6905 FOX ROAD
CITY Of RAIEIOH, WANE COUNTY, NORTH CAROLINA
03.16029 07.16.15 RAB
rE DRAWN BY
BASS, NIXON &KENNEDY, INC.
JOB NO. OA
FIRE APPARATUS z
01a9.16
PER Cep COMMENTS
RAB
CONSULTING ENGINEERS ©©
RALEIGH, NC 27807
PLAN 1
oT az•1s
PER CeR COMMENT8
RAB 8310 CHAPEL HILL ROAD, SUITE 250,
TELEPHONE: [phone] OR (800)354.187'9 FAX: [phone]
DATE
DeacRIPTwO
N0,
BY CERTIFICATION NUMBERS: NCBELS (C -0110); NCBOLA (C -0267)
SCALE: 1' • 60' CHK BY: DLH
REVISIONS