20140865 Ver 1_401 Application_20140814

J
MCADAMS
LETTER OF TRANSMITTAL,
To Ms Cherne Smith
NC'Division of Water,Resources
Wetlands and Stormwater Branch
1650 Mad `Service Drive
Raleigh, North Carolina 27699
Re Kildaire Crossing
I am sending you the following item(s)
Date
August 6,.2014
REGULAR MAIL
Job No AW,H -12050
COPIES
DATE
NO.
DESCRIPTION
5
-
Pre Construction Notification
1
Check $240
2
Stormwater Management Plan
2
G ading & Storm Drainage Plan
These are transmitted as checked below
❑ As requested
® For approval
❑ For review and comment
Remarks
Copy to
Raleigh- Durham
2905 Meridian Parkway
Durham, North Carolina 27713
(919) 361 -5000
❑ For your use
Sig nea!_',_ C%
George guchholz, REM; PWS
Wetlands Scientist
Charlotte
11301�Carmel Commons Blvd., Suite 111
Charlotte, North Carolina
(704) 527 -0800
'Designing Tomorrow's Infrastructure & Communities
McAdamsCoxom

o�O� W A rF9OG
2 Q 1 4 Q $ (j 5 office Use Only: � PA IJ)
Corps action ID no.
DWQ project no.
Form Version 1.4 January
Page l or 'i u
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
4TYA
1.
Processing
1a
Type(s) of approval sought from the Corps:
X Section 404 Permit Section 10 Per
1 b
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 3890
1 c
Has the NWP or GP number been verified by the Corps?
X No
1 d
Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express X Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for
DWQ 401 Certification:
X No
For the record only for Corps Permit:
X No
1f
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
or in -lieu fee program.
X No
1g
Is the project located in any of NC's twenty coastal counties. If yes, answer
1 h below.
X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
X No
2.
Project Information
2a
Name of project:
Kildaire Crossing
2b
County:
Wake
2c
Nearest municipality / town:
Cary
2d
Subdivision name:
2e
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a
Name(s) on Recorded Deed:
Ashton Woods Homes — Raleigh Division
3b
Deed Book and Page No.
DB: 015429, PG: 01496; DB: 015429, PGA488; DB: 015429, & PG:1512; DB: 015429,
PG: 1501;
3c
Responsible Party (for LLC if
applicable):
Morgan Bryan (Land Development Manager)
3d
Street address:
5711 Six Forks Road Suite 300
3e
City, state, zip:
Raleigh, NC 27609 -3888
3f
Telephone no..
919- 235 -0705
3g
Fax no.:
919 -369 -1842
3h
Email address:
mbryan @ashtonwoods.com
Page l or 'i u
PCN Form — Version 1.4 January 2009

4. Applicant Information ,(if different from owner)
4a Applicant is
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,lnformation (if applicable)
5a Name
George Buchholz, Environmental Consultant/Project Manager
5b Business name
(if applicable)
The John R McAdams Company
5c Street address
P O box 14005
5d City, state, zip
Research Triangle Park, NC 27709
5e Telephone no
919- 287 -0890
5f Fax no
19- 361 -2269
5g Email address
buchholz@mcadamsco,com
Page 2,of 10

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
0760386433, 0760384209, 0760286360, 0760281689
lb Site coordinates (in decimal degrees) Latitude 35 6972434 Longitude -78 7902421
1c Property size
63 59 acres
2. Surface Waters
2a Name of nearest body of water to proposed project
Camp Branch
2b Water Quality Classification of nearest receivmg'water
C, NSW
2c River basin
Neuse/HUC 03020201
3. Project Description
3a Describe the existing conditions on the site and the general land,use in the vicinity of the project -at the time of this
application- The subject property lies within the Neuse Riverbasin and ,within the ETJ of the Town of Cary, but not
within the Town limits The current land use designation for the property is Low Density Residential (LDR), and
,the current Wake County zoning is, R -30 Residential Land use,within the vicinity of the subject property is
residential, commercial, agricultural, and,forested areas, Approximately' 60 1percent of the subject property can be
characterized as agricultural °farm land which contains a residential structure and sheds used to store farm
equipment and is primarily within•the western section of the property The remaining 40 percent can'be generally
characterized as a Dry Mesic Oak - Hickory Forest within the upland areas and a Piedmont Bottomland Forest
within the wetland areas,accordmg the NC Natural Heritage Program classification system, The upland forested
and wetland forested areas are located within the eastern section of the subject property, A, pond feature was
observed within, eastern section of the subject, property during an on -site field concurrence meeting conducted on
May 31, 2013 with both the IJSACE (USAGE AID# SAW" -2013- 01603, dated'February 3, 2014) and NCDWR
(DWR Project Number NBRO# 13 -159, dated July 10„ 2013) representatives Since May 31, 2013, the dam
,associated'With the pond`feature was breached and an emergent wetland community has developed at the toe of
slope of the former pond feature
3b List the total estimated acreage of all existing °wetlands on the property 373,428 SF, 8 48 AC
3c List the total estimated linear feet of all existing streams (intermittent and perennial) �on the property 2,90533,LF
3d Explain the purpose of the proposed project- The purpose of the project is to provide housing to the southwest section of
Wake County, North Carolina
3a Describe the overall project in detail, including the type of equipment to'be used The proposed Kildaire
Crossing development is a single family residential subdivision which will be constructed in three phases�and will
include roads, utilities, city sewer, and storm water-management'facilities The proposed development will consist of
approximately 125 single- family'lots and associated recreation center and pocket °parks In addition, there 1s=a future 40
foot Town of`Cary Public Greenway easement associated with this project which will be constructed by the Town of
Cary in the4uture and currently not associated with the proposed development The'Kddaire Crossing residential
development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent�to
Arthur Pierce Road, Phase 2 located within the central and eastern section, and finally Phase 3 located in the
southeastern section of the project Construction of Phases 1 and 2 will occurfifst To gain access'to Phase, a
proposed road crossing aligned across,an unnamed tributary to Camp Branch (existing Stream Feature B) As a result,
there are proposed wetland, stream, and riparian buffer impacts associated with the road crossing Additional impacts,t
'the unnamed tributary "to Camp Branch or to additional wetlands and streams located within the project area are-not
proposed Traditional' equipment will be used consisting of front -end loaders, bulldozers, paving equipment, graders,
and earth movers .
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
X Yes
Corps or State been requested or obtained for this property
/ project (including all prior Phases ) in the past?
Comments
4b If the, Corps made the jurisdictional determination, what
X Preliminary
type of determination was made?
4c If yes, who delineated the jurisdictional
Agency /Consultant Company
areas9 Name (if known)
Other -George Buchholz,
McAdams Co

4d If yes, list the dates of the Corps jurisdictional determ inations or'State determinations and attach documentation Mr Martin
Richmond (DWR representative) issued a Neuse buffer determination on May 31„ 2013 (NBRRO #,13 -159), Mr David, Shaeffer
(USACE representative) issued a Preliminary Jurisdictional Determination on February 3, 2014 (SAW- 2013 - 01603)
5. Project History
5a- Have permits or °certifications been requested or obtained
Yes X No
for this project (including all prior phases) in the past?
5b If yes, explain in detail according,to "help file" instructions
6. Future Project Plans
6a Is this a phased project? X Yes
6b If yes, explain The proposed Kddaire Crossing development is a single family residential subdivision which wifl be
constructed in three phases. Construction of Phases 1 and -2•wdl occur*st within the western section and extend towards,the
eastern section Phases 1 and 2 will consist of single - family lots and associated recreation center and pocket "parks To gain
access to Phase 3 located within the southeastern section of the project, a proposed road crossing aligned across an unnamed
tnbutary to Camp Branch (Stream Feature B) In addition, there is a future 40 foot Town of Cary Public Greenway easement
associated with this,proiect which will be constructed by the Town of Cary , in the future and currently'not associated 'with the
proposed development The entire Kddaire Crossing project is a single and complete project with appropriate land use control
and,stormwater measures in place for specific areas which require them
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
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T)
Wetland Feature
F, Inset,2,
Fill
Headwater wetland
Yes
Corps
005
Permanent
Wetland Feature
E, Inset 2,
Fill
Headwater wetland
Yes
Corps
0.01
Permanent
2g Total Wetland Impacts:
006
2h Comments See Figure 4, Inset 2
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete
this question for all streamzites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perenrnal,(PER) or
Type.of
Average
Imps
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
onear
Temporary (T)
(feet)
feE)
Stream Feature B,'
Unnamed" Tributary
Inset 2,
Culvert
to Nancy Branch
Intermittent
Corps
3 feet
131 If
Permanent
Streams Feature B,
Stream Feature B,
Fill, rip -rap dissipator
Unnamed Tributary
Inset 2 -,'
pad
to Nancy,'Branch
Intermittent
Corps
3 feet
14 If
Temporary
Streams Feature B
3h Total stream and tributary impacts
145 If,
31 Comments See'Figure,4, Inset 1, It should be noted that of the total 145 If of stream impact, 14 If will be temporary-,impacts
associated will a rip -rap dissipator,pad which will bednstalled flush with the existing grade of'the stream bed Therefore, only'
131 If of the stream impacts will be permanent
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
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
4a
Open water
impact,number
Permanent (P) or
Temporary (T)
4b
Name of waterbody
(if applicable
4c
Type of`impact
4d
Waterbody
type
4e
Area of impact (acres)
01
02
03
04
4f Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake, construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed'use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
--
P2
5f Total:
`
5gComments
5hls a dam high hazard permit required?
Yes No If yes, permit ID no
51 Expected pond surface area (acres)
5t Size of,pond watershed (acres)
5kMethod 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 Other
6b
Buffer Impact
number—
Permanent, (P) or
Temporary
6c-
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impacl
(square
feet )
6g
Zone
impact
(square
feet
Buffer Impact, Inset,
Permanent'
Road Crossing Unnamed
Streams
Tributary to Nancy Branch
Feature B
No
8,148
5,858
6h Total Buffer Impacts
8,148
P,858
61 Comments The proposed Neuse River Buffer impacts are a total of 0 31 acres in size and a maximum width of 139,linear
feet, which is less than a total 0 333 acres in size and a maximum width of 150 linear feet'
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance,and Minimization
1a Specifically describe measures taken to'avoid or minimize the proposed impacts in designing project Impacts to
jurisdictional streams and wetlands have been avoided and minimized to'the maximum'extent practicable for Kildaire Crossing,
however, due to required infrastructure improvements there are, proposed,impacts The, Kddaire Crossing residential
development is divided into 3 Phases, with Phase 1 located within the northwestern section of the project adjacent to Arthur
Pierce, Road, Phase 2 located within thescentral and eastern section, and finally Phase, 3 located in the southeastern section of
the project Construction of Phases 1 and 2 will occur first, and have avoided impacts to Stream Feature A and Wetland
Features A and B located within the northern, section Phase I (see Inset 1) Phase 3 is separated from Phase 1 and 2 by,an
existing stream'feature,(Stream Feature B) In,orderto gain access to Phase 3, a road crossing connecting the phases is
proposed Various road crossing alternatives were examined giving consideration to traffic from one neighborhood to the next,
geometric design considerations, and minimizing impacts to stream, wetland, and buffer features There is an existing
neighborhood located to the north of the project along Chaumont Drive and,another neighborhood located to the south along
Belnap Drive, The neighborhood along Chaumont Drive, connects to Ten-Ten Road and major secondary arterial road, while
the neighborhood along Belnap Drive connects to Holly Springs Road which is another major,secondary arterial road The
concern is1hafif there was a direct road connection between Chaumont Drive and Belnap Drive, motorists would use the road
connection as a cut through between the neighborhoods to access Ten--Ten Road and Holly Springs Road Therefore, the
road connection was,offset to the east, crossing Stream Feature "B, m,an effort to limit traffic,through the neighborhoods As
mentioned before, since the May 31, 2013 on -site field concurrence meeting, the dam associated with the pond,feature was
breached and an emergent wetland community (Wetland Feature. H) has #developed at'the toe of'slope of the formerpond
feature A direct road connection between Chaumont Drive and Belnap,Dnve would ultimately impact Wetland Feature H,
Stream Features B and B1, and the riparian buffers associated with the stream features causing for a greater amount of�
impacts-to these regulated features Therefore, a road alignment which crossed Stream B perpendicularly and impacted the
least amount of °stream, wetland, and riparian buffer areas was, examined Reduction efforts in the road crossing width were
made to further minimize impacts The road crossing proposes to'impact 145 linear feet of Stream Feature. B, 0 06 acres of
wetlands (Wetland Features E and F), and 0 -31 acres of riparian buffer It should be noted that of the total 145 If of stream
impact, 14 If will be temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the existing
grade of the stream bed Therefore, only 131 If ofthe,stream impacts will be permanent The,location of the road crossing
was also selected so as'to avoid impacts'to a higher quality section of Stream Feature B, as well as to avoid FEMA 100 -year
floodplams, further downstream The section, of Stream Feature B where impacts are proposed is•deeply incised, and is of
relatively low,quality compared to the downstream section located within the floodplain
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Proper
sedimentation and erosion control methods wilt be utilized during all phases of construction and installation as described in the,
Erosion Control'Plan sheet reviewed and approved by the NC Division of Land Quality and Town of Cary All work will take
place during dry conditions and can be facilitated,from high, non - jurisdictional, stable ground The contractor shall install'sdt
fence, inlet protection; sediment traps, diversion ditches; tree protection, clearing only as necessary to install devices All
erosion and sediment control measures will be checked for stability and operation following every=runoff producing rainfall, but
in no case less than once every week Any needed repairs will be made immediately to maintain all measures designed An
erosion control inspections report is required and will be kept by the owner's representative , Temporary seeding and
permanent seeding plans are included to restore impacted areas The projectVill meet all relative requirements of Best
Management Practices,and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
X No
2a Does the project requre,Compensatory,Mitigation for
At this time, the applicant proposes avoiding and
impacts to Waters•of the U S or Waters of the'State?
minimizing impacts to waters of the U S and does not
propose compensatory mitigation, however, if
compensatory stream and "wetland mitigation is
required, the applicant would propose payment for
mitigation bank credits
2blf yes, mitigation'is required by (check all that apply)
DWQ Corps
Mitigation bank
2c If yes, which mitigation option will be used for
Payment;to in-lieu fee program
this projects
Permittee Responsible Mitigation
3. Complete if Usina a Miti ation Bank

3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Type
Quantity
Quantity
Quantity
3c Comments
4. Complete if Makin ,a Payment to In -lieu Fee, Pro ram
4a Approval letter from in -lieu fee program is attached
No
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
S. Complete,if Using a Permittee Responsible Mitigation Plan
5a If °using a permittee responsible'mitigation plan, provide a description of the proposed mitigation plan
Page &of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result 'in an impact withima protected riparian buffer that
X No
requires buffer mitigation
6b If yes, then identify the square feet of impact,to each zone of the riparian buffer that, requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f 1M
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment'to private mitigation bank,
,permittee,responsible riparian buffer restoration, payment into an approved in -lieu fee fund) The proposed Neuse
River Buffer impacts are a total of 0 31 acres in size and a maximum width of 139 linear'feet, which is Iessrthama
total 0 333,acres in s¢e.and a maximum width of 1,50 linear "feet At this time, the applicant proposes avoiding and
minimizing impacts to riparian buffers and does not propose compensatory mitigation, however, if compensatory
buffer mitigation is required, the applicant would propose payment for mitigation bank credits
6h Comments
Page 7 of,10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a Does the project include or,is it adjacent to protected riparian buffers
X Yes No
identified within one of the NC Riparian Buffer Protection Rules
1 b If yes, 'then is a diffuse flow plan included? If no, explain why The Town of Cary is
delegated authority for NCDWR Stormwater Management Plans The review an
approval of the SWMP is part of the Town of Cary review process Two courtesy copies of
the stormwater design notebook are included, and a copy of the final approve_
stormwater management plan will be provided to NCDWR Stormwater management for
Kddaire Crossing will be accomplished by incorporating engineered stormwater beg
X Yes No
management practice facilities throughout the phase to capture and treat the stormwater
runoff from developed areas Specific diffuse flow devices, that will be used are level
spreaders in conjunction with vegetated filter strips, which are designed to remove a
minimum of 40% average annual total suspended solids (TSS), and provide 30% total
nitrogen and 35% total phosphorus removal
2. _ Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
75%
2b Does this project require a Stormwater Management Plan?
X 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 The
proposed stormwater management plan for 'Phase 1 of Kddaire Crossing will be designed to protect the downstream
environment The plan incorporates stormwater management techniques to manage both water quantity and quality aspects of
site runoff Stormwater management for Kildaire Crossing will be accomplished by incorporating engineered stormwater best
management practice facilities to capture and treat the stormwater runoff from developed areas A total of five (5) stormwater
ponds are proposed, three (3) ponds are proposed for Phase 1 of the project, and two (2) ponds are. proposed for Phases 2 an
3 Otherstormwater treatment devices that will be used are level spreaders'in conjunction with vegetated filter strips, which are
designed'to remove a minimum of 40% average annual total suspended solids (TSS), and provide 30% total nitrogen and 35%
total phosphorus removal The stormwater ponds will serve the dual purpose of water quality and water quantity (ie detention)
control stormwater management facilities proposed for Phase 1 have ,been sized for a 906/6 TSS removal efficiency to
_The
provide TSS removal to the greatest extent possible within Phase 1 of the development Since the Town of Cary is a delegate
authority for NCDWR Stormwater Management Plans, the review and approval of the SWMP is part-of the Town of Cary review
process
2e Who Will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
3. Certified Local Government Stormwater Review
3a In which local government's iunsdiction is this project?
own of Cary
Phase II
3b Which of the,following locally - implemented stormwater management programs
X NSW
USMP
apply (check all that apply)
Water Supply Watershed
Other
3c Has the approved Stormwater Management Plan With proof of approval
been attached? A courtesy copy of'the SW Management Plan will be
X No
provided upon approval
4. DWQ Stormwater Program Review
Coastal counties
HQW
4a Which of the following state - implemented stormwater management programs
ORW
apply (check all that apply)
X Session Law 2006 -246
Other
4b Has the approved, Stormwater Management Plan, with proof of approval
X No
been attached?

S. DWQ 401 Unit Stormwater Review
56 Does,theStormwateir Management Plan meet the appropriate., requirements?
X'Yes
5b Have all of the 401 Unit submittal requirements been met?
X Yes
Page 8 of 1D
PCN Form — Version 1 4 January 2009

F.,Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or
XM
the use of public (federal /state) land?
lb If you answered "yes" to the above, does the project require preparation of
an environmental document pursuant to the requirements of the National or
Yes No
State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If °you answered "yes" to the above, has thedocument review been finalized by
the State Clearing House? (If so, attach a copy of the NEPA or SEPA final
approval letter)
Yes No
Comments
2. Violations (DWQ Requirement)
2a Is the, site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland
X No
Standards, or Riparian Buffer'Ru1es_'(1`5A NCAC,26 0200)?
2bls this an after - the -fact permit application?
X No
2clf you answered "yes" to one or both of the above questions, provide an explanation,of the violation(s)
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably,anticipated future impacts) result
X No
in additional development, which could impact „nearby downstream water quality
3b If you answered "yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent DWQ policy If you answered "no," provide a short narrative description Kddaire Crossing Phases 1
and 2 are the first phases of a residential development in the Town of Cary Phases 1 and 2 will consist of single - family
lots and associated recreation center and pocket parks Future phases will include Phase 3 of Kddiare Crossing, In
addition, there is a future 40 foot Town of Cary Public Greenway easement associated °with °this project which will be
constructed by the Town of Cary in the future and currently not associated with the proposed development The entire
Kddaire Crossing project is a single and complete project with appropriate land use control and stormwater measures in
place for specific areas which require them
4. Sewage Disposal'(DWQ 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 Waste water will be directed into an existing
treatment facility operated by,Wake County, under agreement with the Town of Cary maintained sewer line
;Page 9 of 10
PCN Form,— Version 1 4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
`5a Will this project occur in or near an area with federally protected, species
X Yes
or habitat?
5b Have you checked with the USFWS concerning Endangered Species
X No Yes
Act impacts?
5c If yes, indicate the USFWS Field Office you have contacted
5d What data sources did you use to determine whether your site,would impact Endangered Species or Designated
Critical Habitat? The USFWS web page (http / /www fws gov /endangered /) and the Natural Heritage virtual workroom
(http / /www ncnhp orq /web /nhp /nhp- map - viewer) were accessed on June 16, 2014 to determine if the project would
impact Endangered Species or Designated Critical Habitat Based on this research; the dwarf wedgemussel
(Alasrnidonta heterodon — E), Michaux's sumac (Rhus michauxnr— E), and red- cockaded,woodpedker (Picoides
borealis - E) are federally listed species that,occur in Wake County The northern long -eared bat (Myotis
septentnonabs) is listed as Proposed Endangered Based on field inspections, it is believed that no adverse impacts to
threatened and endangered species and their known habitat will occur due to the construction of the proposed project
6. Essential Fish Habitat' - (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
X No
6b What,data sources did you use -to determine whether your site would impact Essential Fish;Habitat? An interactive, map
called the,Essential Fish ttp Habitat (EFH) Mapper (h / /www habitat noaa gov /protection /efh /efhmapper /) was accessed on
June 16, 2014 to determine if the project will impact Essential Fish Habitat
7. Historic or Prehistoric, Cultural Resources (Corps Requirement)
7a Will this, project occur in or near °an area,that the state, federal,or tribal
governments have designated,as having histonc�or cultural preservation
X No
status (e g , National Historic Trust designation or properties significant
in North Carolina history and archaeology)?
What data sources did you use to determine whether your site Would impact historic or archeological resources? A review of
the list of properties and districts in the North Carolina in the•National Registry of Historic Places
(hhtp / /www hpo ncdcr gov /nrlist htm) was conducted and a preliminary field assessment was conducted for the subject
property Based on the review and field assessment, the proposed project will not occur in or near an area that has been
,designated as having historic or cultural preservation status by the state, federal, or tribal governments
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA -designated 100 =year floodplain?
X No
8b If yes, explain how project meets FEMA,requirements
8c What source(s) did you use to make the floodplain determination? The North Carolina Flood Insurance Rate Map
3720076000J (issued May 2, 2006) was reviewed and it does not show,a 100- year,flood area or floodway located on the
`subject property
Page °10 of 10

Applicant/Agent's'Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization

�c•®v��e. Boa s d�`�yi V14I�08VO HlaON ' ,kaVO $4 -9t —eo am
staw�+ -301%"
1 O N I S S 0� 0, 11,�JIV a �I �,V
it
aI� JN�U41
��,v \ \ _ J / \ 111 /pC4. % `: � _�;—
gm �
/ /%/ /, � p � —' � - _ � i. = w � N III W I? � � � `•_ � •'F � / �
F-
us
9 � � � � � � G4 (
VzV
(nil
/ri
(mm zj
CK
J2 4
/ ii � /% I I I•� / �. � �vA �- \VAVA I / � 1 III' \V v v1 v� -.y
// I \ / / � \ 111 ��
%Il //
p C4 I
IM
1/ /• �� J _ \,F00
a]
� ) // '// / _ �•�
09 � � rOD• � \VA I I I � �`v 0] �� � I � I I I I / / � �-- /
�-
\g$,I
g'�
1 /" \\ ���� \\��� \��l` .
ew
�A \
Ml
oo, �` :III \\ 1 \ \ \ �I ► I � , _ /
1 I
� _ r � Sul � / , / /j / /j•
I loo,
A
L)
CO
w U
Fa4 r�,
G'

m m
co W
N+ � II1 1
\\ d�1m� I I IIII I I I f
DI-� A
1 0
1 I I` I I ���i� L mo
fi
°11111 II,' I!�'�;�II;����,z�
I I ► °',
cn
III , z �
o'
L I L11 �i 111 1 1
� I �� I I r 1 X811 1 0 1 1V111w r
FE I I 1 11 I I, I ', 1�4 I z 1
III I II1� 1'I1111� z`��'z i
I III 1 N
0 It
N o III+1'`I 111
N n z z
rri I
If
C)
> c c
° � �
m m
NC GRID (N"n' 83)
s
PROt6cT " A WH —12050
IN
lULDjMRE CROSSING
IM JOHN R MCADAW
"��
I , FU2NAME AWH12050X DWG
A,
td SCALE
INSET' 1 - D LANVIEW
Ducheao, North �a 27119
Llomee Na C-0283
i> 1" = 50'
1
CARP, NORTH CAROLINA
(8=733- GM- Ma".hmmisCs.cum
CADA S
U' 'DAB
05 -29 -2014

ZONE 1 BUFFER
GRAPHIC SCALE
ZONE 2 BUFFER 50 0 25 50 i 100
�� STREAM B
1 inch = 50 ft. J
!A
'� 'I4� JCIM R hirAD 30
IN
KILDAIRE CROSSING
FR.6 """E AWH12050X.DWG
� ��.aY
y
d SCALE:
"
INSET 2 - PLANVIEW
Durham. Borth Carolina 17713
No.: �-.
y 1 = 50'
x
CARP, NORTH CAROLnvA
(8OO1 73U =% 8.M';cC � .ro.cam
CADAMS
m DATE! 05 -29 -2014
�.
..,►.-..,,.,.,
LF INNIXI
MCI
All
K .. `��� /... r, . i
+��s� l �� s ,��
•
X �" ;Ifni
I ��o
oil
-LIMITS OF
DISTURBANCE
100 T
�
WETLANDS
,
IMPACT '1'
ZONE 1 BUFFER IMPACT = 8,148 SF
ZONE 2 BUFFER IMPACT = 5,858 SF
...........
TOTAL
..
'0
WETLAND IMPACT = 2,702 SF, 0.06 Ac.
WETLAND
PERMANENT
1
STREAM IMPACT = • SF , ,
TEMPORARY
1
NON MITIGATABLE STREAM IMPACT = 101 SF,
14 LF
ZONE 1 BUFFER
GRAPHIC SCALE
ZONE 2 BUFFER 50 0 25 50 i 100
�� STREAM B
1 inch = 50 ft. J
PROJECT "O. A WH -12050
'� 'I4� JCIM R hirAD 30
IN
KILDAIRE CROSSING
FR.6 """E AWH12050X.DWG
� ��.aY
y
d SCALE:
"
INSET 2 - PLANVIEW
Durham. Borth Carolina 17713
No.: �-.
y 1 = 50'
x
CARP, NORTH CAROLnvA
(8OO1 73U =% 8.M';cC � .ro.cam
CADAMS
m DATE! 05 -29 -2014

430 430
ROJECT NO AWH -12050
�Ty pry' CT
I�ILDAIRE CROSSING
i o i
ILENAME
CMDATE
AWFi,12050X DWG,
may
INSET 2- PR ®FILE
°"'''�' nm N C-M9 X719
L"°" ao18s
CALE
1 " =20'H 1 " -20V
i
GARY, NORTH CAROLINA
CADAMS
-O
�1����� —�
05 -29 -2014
w w
w
O p
p
0
Cl�
of
, a
a a
a
S O
ORM D
DR I
INf�GE S
I S
SAN I
SE E
ER
S S
STE I
I M
MA H
HOL
I I
I
0
FINISHED
52
52
NCDOT
BE
WITH
IMPACT)
395
11 +00
I
420 42
HED GRA E
I I
I I
I I
I I
I I
I I
410 410
I I
I I
I I
PIPE 0 ,B BURIED 1' T
A 'LOW FO AO ATI LIFE
P SSA E
XIST NG RA E CL -STREAM INV OU =400
I
BURIED INV OUT 399
I 14'x12'x 8" HICK
L - I CLA S RI RAP
42" RC p 14 o DIS � IPAT R D TO
INSTALLED F SH
EXISTING GR E
_ -- (� -MI IGA BLE
400 � 400
-STREAM INyI IN= 01 14' BU IED INV IN= 00 foo NON- MITIGATABLE
I STREAM IMPACT
145' JURISDICTIONAL STREAM IMPACT (TOTAL
95 395
ROJECT NO AWH -12050
�Ty pry' CT
I�ILDAIRE CROSSING
i o i
ILENAME
CMDATE
AWFi,12050X DWG,
may
INSET 2- PR ®FILE
°"'''�' nm N C-M9 X719
L"°" ao18s
CALE
1 " =20'H 1 " -20V
i
GARY, NORTH CAROLINA
CADAMS
-O
�1����� —�
05 -29 -2014
w w
w
O p
p
0
, a
a a
a
S O
ORM D
DR I
INf�GE S
I S
SAN I
SE E
ER
S S
STE I
I M
MA H
HOL
I I
I
ROJECT NO AWH -12050
�Ty pry' CT
I�ILDAIRE CROSSING
nm JOHIiRMcA0AM8
MANY, INC.
ILENAME
CMDATE
AWFi,12050X DWG,
may
INSET 2- PR ®FILE
°"'''�' nm N C-M9 X719
L"°" ao18s
CALE
1 " =20'H 1 " -20V
GARY, NORTH CAROLINA
CADAMS
-O
�1����� —�
05 -29 -2014

PROJECT NO AWH -12050 �� TM JOHN RMCADAMS
KILDiMRE CR ®SSIliTG �`W.�
FILENAME AWH1205OX DWG 2905 MC1d1aa Pacicway
n,,.hs,. NarfhCaiollna'2113
SCALE 1 "= 40'H�1 " =4v INSET 2� -- CROSS SECTIONS /'t e w c (mil ��x��3
.U1 DATE CM; , NORTH CAROLINA �.11�1I�/ ms.
07 -17 -2014
FINISH
GRA E
20 420
H DW LL
410 41
XIST NG I RAD �
T PI E i VER IN
V'
EAM IN IN =' 01 0
ED IN IN= 00 0
400 40
430 - 430
FINISHED
GRADE
420 420
H AD ALL
10 410
EXI TIf�G �GR DE
OUT
S � IN
I RIE IN
0 T= 99
400 40
1 'xl 'xl
LAS 'B' RIP
D 0 B INS
WITH XIS IVG G
( ON MITI ATAB
395 39
SECTION B
B B
B
SECTION A
A -A
430 4
430
4
4
0 H
HAT P
PIP,V [
[,NVF P
PT
0
THICK NCDOT
STREAM -
RAP DISSIPATOR
0
5
38 +
+00
38 +00
GRA E
20 420
H DW LL
410 41
XIST NG I RAD �
T PI E i VER IN
V'
EAM IN IN =' 01 0
ED IN IN= 00 0
400 40
430 - 430
FINISHED
GRADE
420 420
H AD ALL
10 410
EXI TIf�G �GR DE
OUT
S � IN
I RIE IN
0 T= 99
400 40
1 'xl 'xl
LAS 'B' RIP
D 0 B INS
WITH XIS IVG G
( ON MITI ATAB
395 39
430 - 430
FINISHED
GRADE
420 420
H AD ALL
10 410
EXI TIf�G �GR DE
OUT
S � IN
I RIE IN
0 T= 99
400 40
1 'xl 'xl
LAS 'B' RIP
D 0 B INS
WITH XIS IVG G
( ON MITI ATAB
395 39

'J McADAMS
August 5, 2014
Mrs. Cherrie Smith
NC Division of Water Resources
Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699
Re: Pre - Construction Notification — GC 3890 & Neuse Buffer_
Authorization Request
Kildaire Crossing
Cary, Wake County, North Carolina
AWH -12050
Dear Mrs. Smith:
On behalf of Ashton Woods Homes, McAdams is submitting a
Preconstruction Notification for approval of 401 Water Quality General
Certification 3890 and authorization certificate per the Neuse River Buffer
Protection Rules associated with the project known as Kildaire Crossing. The
subject property is located off of Arthur Pierce Road and Chaumont-Drive
Within the ETU of the Town of Cary, North Carolina, but not within the Town
limits. The project lies Within the Neuse River Basin. The following
attachments are included as part of this permit application:
• Signed Agent Authorization
• Fig. 1 - USGS Quad — Apex
• Fig. 2 - Wake County Soil Survey (Sheets: 66 & 67)
• Fig. 3.1 - Existing Conditions
• Fig. 3.2 - Existing Conditions w/ aerial
• Preliminary Jurisdictional Determination
(AID# SAW- 2013- 01603)
o Neuse River Buffer Determination
(NBRRO# 13 -159)
• Jurisdictional Determination Plat
The John R. McAdams
• Pre - Construction Notification
Company, Inc.
• Fig. 4 - Overall Impact Map (Overall Site Plan)
• Inset 1 (Plan View)
Raleigh / Durham, NC'
• Inset 2 (Plan, View)
2905 Mendian Parkway
• Inset 2 '(Profile° VieW)
Durham, North Carolina 27713
• Inset 2, (Cross Sections)
(919)1361 -5000
• CourtesyCopy of;Stormwater Management Plan (two copies)
• Grading ,and Storm Drainage Plan (Sheets C-4,-C-9 through C-
Charlotte, NC
11; two, full size copies and three 11 x 17 copies)
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
(704) 527 -0800
McAdamsCocom
Designing Tomorrow's Infrastructure & Communities

Mrs. Cherrie Smith
Kildaire Crossing
August 5, 2014
Page 2 of 6
PROJECT HISTORY & EXISTING CONDITIONS:
Mr. Martin Richmond (DWR representative) issued a Neuse River Buffer
Determination on May 31, 2013 (NBRRO# 13 -159). Mr. David Shaeffer
( USACE representative) issued a Preliminary Jurisdictional Determination on
February 3, 20,14 (SAW- 2013 - 01603).
The subject property lies' within the Neuse River basin and within the ETJ of
the Town of Cary, but not within the Town limits. The current land use
designation for the property is Low Density Residential (LDR), and the
current Wake County zoning is R -30 Residential. Land use within the vicinity
of the subject property is residential, commercial, agricultural, and forested
areas. Approximately 60 percent of the subject property can be characterized
as agricultural farm land which, contains a residential structure and sheds used
to store farm equipment and is primarily within the western section of the
property. The remaining 40 percent can be generally characterized as a Dry
Mesic Oak - Hickory Forest within the upland areas and a Piedmont
Bottomland Forest within the wetland areas according the NC Natural
Heritage Program classification system. The upland forested and wetland
forested areas are located within the eastern section of the subject property. A
pond feature was observed within eastern section of the subject property
during an on-'site field concurrence meeting conducted on May 31, 2013 with
both the USAGE (USAGE AID# SAW- 2013 -01603; dated February 3, 2614)
and NCDWR (DWR Project Number NBRO# 13 -159; dated July 10, 2013)
representatives. Since May 31, 2013, the dam associated with the pond feature
was breached and an emergent wetland community has developed at the toe of
slope of the former pond feature.
PROPOSED PROJECT:
The proposed Kildaire Crossing development is a single family residential
subdivision which will be constructed in three phases and will include roads,
utilities, city sewer, and storm water management facilities. The proposed
development will consist of approximately 125 single - family lots and
associated recreation center and pocket parks. In addition, there is a future 40
foot Town of Cary Public Greenway easement associated with ,this project
which will be constructed by the Town of Cary in the future ,and currently not
associated with the proposed development. The Kildaire Crossing ,residential
development is divided into 3 Phases, with Phase 1 located within the
northwestern section of the project adjacent to Arthur Pierce Road, Phase 2
located within the central and eastern section, and finally Phase 3 ,located in
AWH -12050

Mrs. Cherrie Smith
Kildaire Crossing
August 5, 2014
Page 3 of 6
the southeastern section of the project. Construction of Phases 1 and 2 will
occur first. To gain access to Phase 3, a proposed road crossing aligned across
an unnamed tributary to Camp Branch (existing Stream Feature B). As a
result, there are proposed wetland, stream, and ,riparian buffer impacts
associated with the road crossing. Additional impacts to the unnamed tributary
to Camp Branch or to additional wetlands and streams, located within the
project area are not proposed.
Impact Table
*Note: Temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the
existing grade of the stream bed
Stormwater Ma nag
The proposed stormwater management plan for Phase 1 of Kildaire Crossing
will be designed to protect the downstream environment. The plan
incorporates stormwater management techniques to manage both water
quantity and quality aspects of site runoff. Stormwater management for
Kildaire, Crossing will be accomplished by incorporating engineered
stormwater best management practice facilities to capture and treat the
istormwater runoff from developed ,areas. A total of five (5) stormwater ponds
are proposed; three (3) ponds are proposed for Phase 1 of the project, and two
(2) ponds are proposed for Phases 2 and 3. Other stormwater treatment
devices that will be used are level spreaders in conjunction with vegetated
filter strips, which are designed to remove a minimum of 40% average annual
total ,suspended solids (TSS), and provide ,30% total nitrogen and 35% total
phosphorus removal. The stormwater ponds will serve the dual purpose of
water quality and water quantity (ie. detention) control. The stormwater
management facilities proposed for Phase 1 have been sized for a 90% TSS
removal efficiency to provide TSS removal to the greatest extent _possible
within Phase 1 of the development: Since the Town of Cary is a delegated
authority for NCDWR Stormwater Management Plans, the review and
approval of the SWMP is part of the Town of Cary review process.
AWH -12050
Kildaire.Crossin
Permanent Stream Impact:
131 Imear, feet
Temporary Stream Impact*:
141mear feet
Total Wetland Impact (Ac):
0 06 acres,
Zone 1 Neuse,River Buffer Impact:
8,148, square feet 0 Macres
Zone 2 Neuse River Buffer Impact:
5;858 square feet (0 13 acres
*Note: Temporary impacts associated will a rip -rap dissipator pad which will be installed flush with the
existing grade of the stream bed
Stormwater Ma nag
The proposed stormwater management plan for Phase 1 of Kildaire Crossing
will be designed to protect the downstream environment. The plan
incorporates stormwater management techniques to manage both water
quantity and quality aspects of site runoff. Stormwater management for
Kildaire, Crossing will be accomplished by incorporating engineered
stormwater best management practice facilities to capture and treat the
istormwater runoff from developed ,areas. A total of five (5) stormwater ponds
are proposed; three (3) ponds are proposed for Phase 1 of the project, and two
(2) ponds are proposed for Phases 2 and 3. Other stormwater treatment
devices that will be used are level spreaders in conjunction with vegetated
filter strips, which are designed to remove a minimum of 40% average annual
total ,suspended solids (TSS), and provide ,30% total nitrogen and 35% total
phosphorus removal. The stormwater ponds will serve the dual purpose of
water quality and water quantity (ie. detention) control. The stormwater
management facilities proposed for Phase 1 have been sized for a 90% TSS
removal efficiency to provide TSS removal to the greatest extent _possible
within Phase 1 of the development: Since the Town of Cary is a delegated
authority for NCDWR Stormwater Management Plans, the review and
approval of the SWMP is part of the Town of Cary review process.
AWH -12050

Mrs. Cherrie Smith
Kildaire Crossing
August 5, 2014
Page 4 of 6
AVOIDANCE & MINIMIPZA'TION:
Impacts to jurisdictional streams and' wetlands have been avoided and
minimized to the maximum extent practicable for Kildaire Crossing; however,
due to required infrastructure improvements there are proposed impacts. The
Kildaire Crossing residential development is divided into 3 Phases, with Phase
1 located within the northwestern section of the project adjacent to Arthur
Pierce Road, Phase 2 located within the central and eastern section, and finally
Phase 3 located in the southeastern section of the project. Construction of
Phases 1 and 2 will occur first, and have avoided impacts to Stream Feature A
and Wetland Features A and B located within the northern section Phase I (see
Inset 1).
Phase 3 is separated from Phase 1 and 2 by an existing stream feature (Stream
Feature B). In order to ,gain access to Phase 3, a road crossing connecting the
phases is proposed. Various road crossing alternatives, were examined giving
consideration to traffic from one neighborhood to the next, geometric design
considerations, and minimizing impacts to stream, wetland, and buffer
features. There is an existing neighborhood located to the north of the project
along Chaumont Drive and another neighborhood located to the south ,along
Belnap Drive. The neighborhood along Chaumont.Drive connects to Ten -Ten
Road and major secondary arterial road, while the neighborhood along Belnap
Drive, connects to Holly Springs Road which is another major secondary
arterial road. The concern is that if there was a direct road connection
between Chaumont Drive and Belnap Drive, motorists would use the road
connection as a cut through between the neighborhoods to access Ten -Ten
Road and Holly Springs Road. Therefore, the road connection was offset to
the east, crossing Stream Feature B, in ,an effort to limit traffic through the
neighborhoods.
As mentioned before, since the May 31, 2013 on -site field concurrence
meeting, the dam associated with the pond feature was breached and an
emergent wetland community (Wetland Feature H) has developed at the toe of
slope of the former, pond feature. A direct road connection between
Chaumont Drive and Belnap Drive would ultimately impact Wetland Feature
H,, Stream Features B' and BI, and the riparian buffers associated with the
stream features causing for a greater, amount of impacts to these regulated
features. Therefore, a road alignment which crossed Stream B
perpendicularly and impacted the least amount of stream, wetland, and
riparian buffer areas was examined.
AWH -12050

Mrs. Cherrie Smith
Kildaire Crossing
August 5, 2014
Page 5 of 6
Reduction, efforts in the road crossing width were made to further minimize
impacts. The road crossing proposes to 'impact 145 linear feet of Stream
Feature B, 0.06 acres of wetlands (Wetland Features E and F), and 0.31 acres
of riparian buffer. It should be noted that of ,the total 145 if of stream impact;
14 if will be temporary impacts associated will a, rip -rap disssipator pad which
will be installed flush with the existing grade of the stream bed. Therefore;
only 131 if of the stream impacts will be permanent. The location of the road
crossing was also selected so as to avoid impacts to a`higher quality section of
Stream Feature B, as well as to avoid FEMA 100 -year floodplains, further
downstream. The section of Stream Feature B where impacts are proposed is
,deeply incised, and is of relatively low quality compared to the downstream
section located within the floodplain.
SUMMARY:
Phase 3 of the Kildaire Crossing project is separated from Phase 1 and 2 by an
existing stream feature (Stream Feature B). Various road crossing alternatives
were examined giving consideration to traffic from one neighborhood to the
next, geometric design considerations, and minimizing impacts to stream,
wetland, and buffer features. The location of the road crossing was also
selected so as to avoid impacts to a higher quality section of Stream Feature
B, as well as to avoid FEMA 100 -year floodplains, further downstream. The
section of Stream Feature B where impacts are proposed is deeply incised, and
is of relatively .low,quality compared to the downstream section located within,
the floodplain. Reduction efforts in the road crossing width were made to
minimize impacts. The road crossing proposes to impact 145 linear feet of
Stream Feature B, 0.06 acres of wetlands (Wetland Features E and F), and
0.31 acres of riparian buffer. It should be noted that of the total 145 If of
stream, impact; 14 if will be temporary impacts associated will a rip -rap
dissipator pad which will be installed, flush with the existing ,grade of the
stream bed. Therefore, only 13;1 if of the stream impacts will be permanent.
The proposed project is a single and complete project and confined within the
property boundary. Appropriate land, use control measures will be in place for
areas which will require them. Additional impacts to streams and wetlands
located on the property are not proposed. At this time, the applicant proposes
avoiding and minimizing impacts to waters of the U.S. and does not ,propose
compensatory mitigation; however, if compensatory stream and wetland
mitigation is re_ quired, the applicant would propose payment for mitigation
bank credits.
AWH -12050

Mrs. Cherrie Smith_
Kildaire Crossing
August 5, 2014
Page 6 of 6
At this time, we are requesting approval that the proposed construction
activities associated with , Kildaire, Crossing project are authorized under 40,1
Water Quality General Certification 3890 and the Neuse River Buffer
Protection Rules. Consideration of this project is greatly appreciated. If you
should have any questions or require additional information, please do -not
hesitate to contact me at (919) 287=0890.
Sincerely,
The John R. McAdams Company, Inc.
George Buchholz, REM, PW
Environmental Consultan ro.ect,Manager
Attachments: Listed, above
AWH -12050

'J
WADAMS
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
Name: 1 OIL
Address: 4'71
Phone: q11
Project Name/D+
Project Number:
Date: A,
U.S. Army Corps of Engineers
Attn: David Shaeffer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize The John R. McAdams Company, Inc. to act in my behalf as
my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc, from this day forward.
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 investigation
and issuing a determination associated with Water 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.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only
for government officials to enter the property when accompanied by The John R.
McAdams Company, Inc. staff.
Raleigh- Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361 -5000 (704) 527 -0800
Designing Tomorrow 5 Infrastructure & Communities
McAdamsCo.com

j ,� vv,...,`- .t • �.__ / . "mil i
Ockom 1""- •�•%
480 . i�.Jiy� ,\_ •� V
..yam `pu�}}}"'� • f.� 1 I i �� + ' r,
•1' . •�1
- bl
.Go J ,
! / ��✓', � \ t _ �.. ! • . Yom_- _ • � h '"
SGT PROPERTY ` \ - '� • : ~ ' -
•' r t I O f
• ��"�� t� `' 'r'SS,� rt..Bm .�' �,` �� -. � . tip. ��. ; •
1c: Nce
T, ajei
park
. i Ii / U R4�, f �T� •_,fib � / ,• ' .. / _ / ___ •• � �
U5&5,75 MINUTE QUADRANGLE, APEX, NC-; IG-74 (PHOTOREVI5ED IGB -7)
35.bGF72434 °N, 1a.-7g02421 °W
PROJECT .YO. AWH -12050
yr FILEtiAME:
KILDAIRE CROSSING
CCiQAIR IIR;,
.7.
AWH12050- FIG1and2.DWG
Y
sl
FIGURE 1: USGS VICINTIY MAP
>u�a� 13
1 = 2,000•
CARP, NOMH CAROIINA
+ I � w� a.�
{p DA'"t 0E -10 -14
McADAMs

-1-01 - -
ApC2
y As C2
ApDt r
��► C� APD
m AgC2
ApD
A
gB2, j
.r
v
gB --- Ar, d A 9
AgC2
A$B2
AgB
ffA Api AgC..'_
AgB
CJ�C,2
y _._.-
SUBJECT FROPERT
/ A�2
32WmE
., Wy
_ M
AgB2
U5D5 -5C5, 501L SURVEY OF WAKE COUNTY, NORTH CAROLINA, IcilO;
54EET5 bb b b-7
Ag62
g C2 f
L PROIE- !vo. AWH -12050
f?;.yNANE:
KILDAIRE CROSSING
COQYIT.IIIC
�')bn%". �
AWH12050 -FIG1 ond2.DWG
SCALE: °
FIGURE 2: MRCS SOILS MAP
D ]3
1 500
W DA':-£:
CAI Y, NOIM CAROLINA
MCADAMS
��,•� ►b : c mao
��°° „"�9e.M.�,,
06 -10 -1a

SwdQ bL —LL -90 31va W
�•oepwm • eras -ML 10091 NNI'IO2ii�0 I LL2iON `�2iF1'J
vow -o :,oN aw —n
6[L"�-d- P$-n 9MZ; Q dVW SNOLLIGNOD JNLLSIXU :I'E allflJIA ,00z = „L �
��� �q�� 9082 :3,lvjs Q
.tP dROO 9MO'£3af1J1j- 050Z3�HM 1�
swvawn'xKROVM Fri ONISSC)"Cl-110 auIVcigIrA 09021 —HMV
oN waroaa
cr
u_
m
/ uj
QZ U mow^ w— \
It w
U� N -� m HM
O~ /Z QO
w �r
z a \w
z¢ w <
0 of
Z !
V) \ V1 J I`
ui Of
3::Q w \
Z
� � O
LL
w I
Fn
w N 1
C4 1 Z
\I--w
/ 0
�
QZ
LLI
r l
w N w w
w`
\ 0 0 Zw :D
Z 3: m
JQ ��La1 OZ
Q a cn �
0a
ZQ\ O�
�z z
�w w wV)l3m
}_ Ir I O
Q
W
L� �p
/ Z
LJ
Q
CD I I I
� I } LLJ
w Z N /
m�Hui
Z wO I
\ / /
LL)
�ckf� S
oD
✓ / Q of / 1 Or (�%
w0) .�� m � �
/ l Lj w z
LL,
/ J QH IL-N� W00 m O
I w C� d
tw � w OZ N r ; < (6 Q
Q om / 1 �w� Iwo Q
w ( \ \ w0_ ��=
Of d
o U l 3 Q a
(n \ \ (Y- Z w
D
o�
cr- _ �� Z
3t xm
O
IL
0
, IN
Q Z/ Al'
w Q / �o
/ x `° / I
41
a rl
�
LAJ
'
LO LLJ
D r/Z
Q W ..
m!!--
w u->
Q d
w
w
w�
�
Z
V) J
f / z_
Lu
ll tu
Qo w� Q�
LL, �
W
� o
MWLO
w
0
0
V
W°
a
N w
U 00
0
0
� II
x
�°
0
N
/�
p a�..�7
��
om
v
LL O
oQ
i
(Y-
w
D
LL X
n�
Q
WQ
Q
OZ
uiW
Q
/
/ I
W m
O
~
O
��
LU
Z�
ID
IQ, u
�
x6666
5n:
T
WF) m
�a<
Z
0) x
z - -
0.-
W
� o
MWLO
w
0
0
V
W°
a
N w
U 00
0
0
� II
x
�°
0
N
11 `MILTS 'Wc iL B L b bLOZ /L£/L ,6mp £ ainf)1. -090Z LHMV\sdeW pedwl pUellaM \pUeRaM \waoaS \waeJ sauor - 090Z L-HMV\HMV\spafoad\
z
O
O
Z
z
z
i
(Y-
w
D
4L1
r
J
LU
Z
O `r
w
LULL
vo
m
�<
Zry—.
Q��
O
��•fl
Q J
ID
IQ, u
�LWLo
W w
Q 3
cy
—(s N
0
WF) m
�a<
Z
0) x
z - -
0.-
11 `MILTS 'Wc iL B L b bLOZ /L£/L ,6mp £ ainf)1. -090Z LHMV\sdeW pedwl pUellaM \pUeRaM \waoaS \waeJ sauor - 090Z L-HMV\HMV\spafoad\

� �Prr +w- sre9seci000F
spivavow
VNI�0 AVO Hl�ON 'X1 JV0
tL —L1 -90 A.IY(1 Yn
Coro-j:-ON '�1
61 LL�41
�` Il JAV -ddW SNOIII
7N00
ONIISIX -3 Z ��I�OI�
.00Z -
39Y79 A
UmtPWn 9050
�a.0 awv�oo
Fri
ON ssoC�3
]�I VMN
DMa�c3anoij- o5ozawNd
osort —wmv 'ON 103fON.t
•I/R _ T T'" vY WI�P'si: 'lF. �i+,!ti1i� -sF i�
• U
�1II��j����
I
W
Qz mom. w
\ - ern °W
4+ M ` w (n
Q
W N 11 W W
E �.. Q
z° N W
mil w
O U �' I JQ 0 d° `` a
1��i
D 1 ��11 W <
m� U �cp� SQ Ir OV) rV) w�
CD g Nr az
z•
z Q� c�rr c�Q - -cn�
to a Q �°' o�
�.1 z W
QL W Q�]� W XQ Q ,
ZIh WO W WN m /
z I( ( cr Z _t r ' - G'
F- �Z oa 1 W \ LO J °' r*
��a11 U1
m 3Q W W
z 00
ui x t=' w $ �«
Li
l
LLI
1
l
.:
La N W� "- Z
W O � � m o
.'� m 1 I 'V) J ZN �� a
F-, OO O l \ � Q Li
~ w
IAJ F \ \ � U
N�r- Z
c N
�y Q Z 1 �. J 1� -- p
V) ° \ \ W
1 _ Z O
L� O `�. N w
°�m to L a cQ
Y ° / J U1
low
/ \ i (sa argil arao sv U II
N
m
I
w F a
/ z Q
h Q `. ✓ O z
Q CL
w t0 /
L� / I
F: z
W / ' L / W
Z
0
J - W / fw-
F- W W -1
U-� F�
N^ ^ 0
/ 0 Z W of - W W O O� 0_ I O
Nf / 00 o LL W Z - lIi 0 Q c0
tea, D d � r r� lL Q � X 0
§ O w F- 00 Q m 0 r I
wc�i n 0) o QO W Q m QOM rm I
a ` t%� n Cp co fD W aO �.L U Z O a- Q O
to k ", {�• / ` . ; F- fro m `�j° `o `M° �` p O o f� Q (n .. O Z .. 0 LLJ LZ w�c nNP04 Q Q Q Q NmQ �� LL)
3
70z Cl) I I W J< Z S WD
N o ma ,°o o °n °n � O ~�1 O ¢ w� wV) m V) <
f / - Ll1 � a ? r r, n r, � F— 3 ~ 0 a: z w Z Z N .. 0 N �
,.x. / J V) o o o o V) F- F-
■

IJ.S. ARMY CORPS' OF ENGINEERS
WILMINGTON DISTRICT
Action Id. ,SAW_2013 -01603 County,. Wake U.S.G S. Quad- NC -APEX
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner:
,Address:
Size (acres) 64
Nearest Waterway Came
USGS RUC 3020:
Stephen Thomas
1925 Mount View Church Road
Moncure,�North Carolina, 27559
Nearest Town Apex
Branch River Basin Upper Neuse
101 Coordinates Latitude: 35.6963
Longitude. - 78:7859
Location description: The subject property is located 150 feet east of the intersection of Beckford Road and Arthur
Pierce Road (PIN: 07'60281689 and 0760386433).
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be wetlands-on the above described property. We strongly suggest you have
this property,inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process, (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property`subject to the permit requirements of
Section 10 of the Rivers.and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination, may be relied upon for a period not to exceed five years from the date of this
notification
_ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from,the date of this notification
_ We.,stronglysuggest`you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the,Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you.may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps.
_ The waters, of the US. including wetlands on your pioJect area have been delineated and the delineation has been
verified by the Corps We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed, and verified by the Corps Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years
_ The waters of the U S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on Unless there is a change in the law or our published
'regulations, this determmation may be °relied upon for a period not to exceed five years from the date of this notification
_ There arbiao waters of the U.S to include wetlands, present on the above.described project area which are subject to the
permit "requirements of Section 404 -of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published: ' regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
Page 1 of 2

_ The property is located in one of the 20 Coastal Counties subject,to regulation under the Coastal,Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged -or fill material within waters of the US and/or wetlands withouVa Department of the Army permit-may
constitute a violation of Section 301 of the.Clean Water Act (33 USC § 1311) If you have any questions' regarding this
determination and/or the Corps regulatory program, please contact David Shaeffer at-919-554-4884 X31 or
David.L.S haefferQusace. a rmy. m i l:
C. Basis For Determination:, Based on informatiomsubmitted by the applicant, the site apoears to exhibit
criteria for waters of the U.S. as defined in 33 CFR 328.3 the 1987 Wetland Delineation Manual, the Regional
Supplement to the 1987 Manual: Eastern Mountains,and Piedmont v2.0, the Ravanos- Carabell Guidance. and
Regulatory Guidance�Letter 05-05.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to °identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions ofthe Food Security Act of 1985. If you or your tenant are USDA' Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only,to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an. approved jurisdictional determination' for the above'describedtsite. Ifyou oblectto this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notificationof Appeal,Process (NAP) fact sheet and;request for appeal (RFA) form. If yowrequest4b appeaLthis
determination yowmust submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5; and that it,has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by N/A
* *It is,not necessary to submit an RFA form to the Division Office if you do not object to the determmation,in this
correspondence. **
Corps Regulatory Official:
Date., February 3. 2014 Expiration Date: February 3, 2019

The Wilmington District is committed to providing the highest level of support to the public. To,help,us ensure we,conhnue to
do,so, please complete the attached customer, Satisfaction Survey or visit htto / /per2 mvp usace army md1survey html to'
complete,the survey online
Copy furnished:
EcoEngineering
George Buchholz
Post Office Box 14005
Research TriangleTark, NC, 27709

kpplicant: Stephen Thomas File Number• SAW-2013-61603 Date: February 3, 2014
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
❑ _PROFFERED PERMIT, (Standard Permit or Letter of permission)
B
❑ PERMIT DENIAL -
C
APPROVED JURISDICTIONAL DETERMINATION
D
'PRELIMINARY JURISDICTIONAL DETERMINATION
E
7A a
f � -A ffillfffiffiAo
91 1 sr 0 mgak-,�Mfi s
Fol W"
� ME
A: INITIAL PROFFERED PERMIT. You may accept or object to the permit.
• ACCEPT- If youxeceived a Standard Permit, you may sign the,permit document and return it to the district engineer for final
authorization. If yowreceived,a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or�acceptance of the LOP means that you accept theipermit in its entirety, and waive A
rights to appeal theipermit, including its tenns and conditions, and approved jurisdictional determinations,associated with the
permit.
• OBJECT: If you object-to the permit (Standard or LOP) because of certainlerms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date,of this notice,.or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the,district engineer will evaluate your
objections,and may: (a),modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or�(c) not modif y the,permit having, determined'that the pen-nit should'be issued'as,previousty. written. After
evaluating your objections, the district engineer will send'you a proffered permit for yourreconsideratign, as, indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
-authorization. If you receivdd,a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on, the,Standard Permit or acceptance of the LOP means that you accept the,permit in its entirety, and waive all
rights to appeal the permit including its terms,and conditions, and,,approved jurisdictional determinations- associated, with the
permit.
• APPEAL: If you choose to decline the proffered1permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form-to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. Thisfiorm must be, received by the division
engine& within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD,or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept,an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety,, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal PrGcess.by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date,of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed),
by contactingthe Corps`district for further instruction. Also you may'provide new information for further consideration by the
Corps to reevaluate the JD.
;�gr�a.
yyFr1, ,. va. ,ry�.3�.` := r.'�'•."��x`-`; .4i ..0 l: it �r �SvS. ^' .'''.r`31���ikvi." -...1` \i.��",.. � "r.
a'�'
�.�ci.�'Z: v.,,..X'? ay.'r. -i•- -+- .°4.�'�i � 4�,�'`Y�.. ? ".F uk=� _ .�i.4 ;y r�..\,= 1c4<y°". ,``j�, YLiF`: y \-f `Ff6$: Tx z `y : ,� - �•'. -,.=1 fi.'.• -iiµ" csk _ _ _ _iY.`•_} 4 �Y -: '�:4 >.
iJI P-R;QFFLI
Sl It )ZE : iJIrSt1{ Ol .APPE OBJECTIOI�IS T0; Ai A-
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit.in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections, are addressed in the administrative record.)
ADDITIONAL INFORMATION: The,appeal is limited to a reviewrof the administrative record, the Corps memorandum for the
record ofthe appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information,or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
R � �w ^T rO `�_y',y -±iy r O7`� .ter' �.2 '`�.,,CcYrI Y- ""`.:.s.Y, mil'` ".;^�s 's: z�_• +r,:^ 3r a:- ,ate -c; Sam °i``'a `1'lSZpy r:
�lLU.7-
If you have questions regarding this decision and /or the
If you only have questions regarding the appeal process you;may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David L. Shaeffer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Di'vi'sion
60 Forsyth Street, Room IOM 15
'Atlanta, Georgia 30303 -8801
Phone:, 404 562 -5137
RIGHT OF ENTRY: Your signature below grants the right of entry, to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will bb provided a 15 day
notice of any site investigation, and will have the opportuni!X to participate,in all site investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For,Permit,d°enials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION,
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): May 17, 2013
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
George Buchholz, EcoEngineering — A division of the John R. McAdams
Compnay, 2905 Meridian Parkway, Durham, NC 27713
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
,D. PROJECT LOCAT,ION(S) AND BACKGROUND INFORMATION: The
Jones Farm Property is approximately 64 acres in size,and, is located at 3325
Arthur Pierce Road in Apex, North Carolina. The property is located
approximately 0.5 miles southeast of the intersection of Kildaire Farm Road and
Ten -ten Road.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State:NC County /parish/borough: Wake City: Apex
Center coordinates,of site (lat/long in degree decimal format): Lat.
35.6972434° N, Long. 78.7902421° W.
Universal Transverse Mercator:
Name of nearest waterbody: Camp Branch
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 2,749 linear feet: 4 width (ft) and /or acres.
Cowardin Class: Riverine
Stream Flow. Perennial
Non - wetland waters; 429 linear feet: 2 width, (ft) and /or acres.
Cowardin Class: Riverine
Stream Flow: Intermittent
Non - wetland waters: linear feet: width (ft)' and /or 0 269 acres.,
Cowardin Class: Palustrine Unconsolidated Bottom
Stream Flow: Perennial
Wetlands: 10.33 acres.
Cowardin Class: Palustrine Forested
Name of any water bodies on the site that have been identified as Section 10
Waters:
Tidal:
I

Non - Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK.ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
Field Determination. Date(s): �J'ap 13
1. The Corps of Engineers believes that there may be jurisdictional waters ofthe
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, genera 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 ofthe 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 ofthe
preliminary JD, butthat 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 ofthe 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
2

C.F.R. 331.5(a)(2)). If, dunng 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.
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:
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
applicant/Consultant:
® ,Dat'a 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 N_HD data.
❑'USGS'8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale &.quad ,name:1" = 2,000', Apex
Quad.
® 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:,❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT 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.
3

L �- - A- 9-1V20
i4
Signature and date of
Regulatory Project Manager
(REQUIRED)
�of�
ature and date /�
9
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Table 1 = Jones Farm Prooertv Preliminary Jurisdictional Determination
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude.
Class
aquatic
aquatic
resource in
resource
review area
Camp
35.695648
78.781975
R3UB1
1110 linear feet
section 404 —
Branch
stream, non -
wetland
Stream
35.698325
78.787369
R4UB2
220 linear feet
'section 404 —
Feature
stream; non -
A
wetland
Stream
35.695175
78.782983
R3UB1
1,369 linear
section 404—
Feature
feet
stream; non -
B
wetland
Stream
35.695529,
78.782791 '
R3UB1
272 linear feet
section 404
Feature
stream; non -
C
wetland
Stream
35.695688
78.785977
R4UB2
209_ linear,fee_t
section 404 —
Feature
stream; non-
D
wetland
Wetland
35.698483
78 787123
PF04a
1.375 sq ft
section 404 —
Feature
wetland
A
Wetland
35.698214
78.788879
PF04a
3172 sq ft
section 404 —
feature
wetland
B
Wetland
35.695968
78.781851
PF04a
428015 sq ft
section 404. —
Feature
wetland
C
_
Wetland
35.695332
78 783213
PF04a
1646 sq ft
section 404 —
Feature
wetland
D
Wetland
35.695258
78 783503
PF04a
620 sq ft
section 404 —
Feature
wetland
E
Wetland
35.695414
78.783834
PF04a
2063 sq ft
section 404 — "
Feature
wetland
F
Wetland
35.695450
78.784523
PF04a
1312 sq ft
section 404 —
Feature
wetland
G
Wetland'
35.695548
78.786021
PSS4a
12069 sq ft
section 404 —
Feature
wetland
H

V�IliQ�J ABIDN BidJ .
memm•sm�mm MOLLFZNyi3Q imoupiaepw ° •� aRa
6 uu a u 6u3a� �T�I�d ®lid Yo�3 S:31�I ®1'

L I' -co -b loZ 31 01dl
�w�•v�.e►ess- ss�rooe� $�f%Q�� V�T n��% �T� d�HTY1i1NyOTLL�VT��11�'I�Q Q�NH�'L%iMAA I�% �TM�T
68 0.3 •••N *-on -" y i nou r o 1 J�1 oN L7�id�.l oo mill tl A 1, Au r o AO itL cxL •Ooc = ° t 31v3s
sttt LM-090Z l -HMV
VIB
GKvtr4 ifXD mu ��IS� ®�� �Q� 3NYN37Id Y
OSOZL -HMV ON 1J3FOMd
o
a�
a �
L
0-
O 7
W,
0 vl,
N o
O
7 to
N' a
a c
C p
J C
O
o
C >
O
N N
N a
�En
En
O T
O
c v
o C
`O ,
U
N
O
o O-'
z
a
O
N
Y 0
U 3
� a
w p
O
W
� N
W � i
p.
a
z T
w
a`)
U
N �� 6B OYN OIUD m
Lu
(,
O
N
N
N
h
U
�
U�
Q
O
O
p1
t,
TO '0 7W
O)
Q)
O p 2 CO
�-
0001-'(00
M
M,
M
(N
h
d
N
I
I
°'o°°'6t8,
-C S _c c
I
1
o-0
I
I
v �
7 C, V) O
O
I
a� 'o o.
I
I
p o T a) U
I
w
m
warn
Z
O
a
1
3 E
I I I
To
f 1 I I
>
3:
W
3:
3:
W
a
~
U
00
.
•
co
(O
.
W
z
In
M
O
d-
N
w
Z
0_
00
h
O
ion
O
O
J
a
M
O
N
0
0�
v N o I
I
I I
w
m
I I 1 I
0
I I I
I I I I
0 r,
In
I 1
E 9 a
En - p oODE
O,
in
M
in
O
O
O
rn
Z z
J
N
J
M
J
d
J
Ln
J
cp
J
I
J
J
o
a�
a �
L
0-
O 7
W,
0 vl,
N o
O
7 to
N' a
a c
C p
J C
O
o
C >
O
N N
N a
�En
En
O T
O
c v
o C
`O ,
U
N
O
o O-'
z
a
O
N
Y 0
U 3
� a
w p
O
W
� N
W � i
p.
a
z T
w
a`)
U
N �� 6B OYN OIUD m
o )_ Z Z
a
z r a�
O z m W �Z
O ~ ? Q
LLJ N Z_ W V) W J
a w -J U' O
m w O U
r w a ' F Z a
w
Q�U Z = O J
w p �
a �
z>- z cr aKz
N
Z O ,wJZO U�0�
W O a F a m 0_
a= of 0 LJ K 0 - ->
Z W W
p o- Y m O Z- w W 0
Z mN�QOCnan.�c�z
maa �za
a -;c0 LF-
a �oa�0�0 aUmmi? J
zz0 ~iON�� -gym
� o
I a o
O
oa
W Q
I
0
iv
Q °(n Qh
o
• tl
N
V w
c
. • i+! I
W
U
�
Is
N O�,N y0 O'
'N L p'Q
•��1
III /IIi /1�1
.�-•
N Z
ocai� =a
T
TO '0 7W
„IO,ZL.�O S
Q)
O p 2 CO
N
�
V
o p c
I
I
a� E c
I
I
°'o°°'6t8,
-C S _c c
I
1
o-0
I
I
v �
7 C, V) O
I
I
a� 'o o.
I
I
p o T a) U
I
I
warn
Z
O
a
1
3 E
I I I
To
f 1 I I
0 0 00
Ea rn
1 I 1 I
o ��
C
I I ( I
I
aoOV)
1 I
I
1
TIC)
I I
v a V)
I I
I I
1 I
c= ^:3»
0'- c
I I
I
Q) a)
0- pow E
11 U) -
w
°,oT`F�a
I I
z o a,o
Lj�m oaC�
v
O
g- -•aoi�o
I I
I I
I
O
v N o I
I
I I
E N Q) 0 (3,
E (v
I I 1 I
c
) o0 0 0o'
I I I
I I I I
°- Cc:
� °'o
� u�o
I 1
E 9 a
En - p oODE
��w
O :2
o )_ Z Z
a
z r a�
O z m W �Z
O ~ ? Q
LLJ N Z_ W V) W J
a w -J U' O
m w O U
r w a ' F Z a
w
Q�U Z = O J
w p �
a �
z>- z cr aKz
N
Z O ,wJZO U�0�
W O a F a m 0_
a= of 0 LJ K 0 - ->
Z W W
p o- Y m O Z- w W 0
Z mN�QOCnan.�c�z
maa �za
a -;c0 LF-
a �oa�0�0 aUmmi? J
zz0 ~iON�� -gym
� o
I a o
O
oa
W Q
I
0
N Q�Q<
\
Z -0
'� O
o
�w
Wv) 0 - W _J <
FW- 1n > CL
W
W O
z m U <
�
Z � w
_J
� O
�J m �/
SI�I,ZOI M
T
0
„IO,ZL.�O S
rJn—
N
d Z N rn.
m< W_
V
N
¢
N Q�Q<
zw� - )
o
�w
Wv) 0 - W _J <
FW- 1n > CL
in cop
g0uF -w, p0a,0IL
UZNL m
z m U <
�
Z � w
_J
� O
d
0
0
U
N "-)
to
Z�
N
5; .-
\(��0_
Zap
JF
m O
�
oaoN
�a
w
Wa,hon-
o
\IY .tD t0
9l
a
W
�V)Va
Z
rj
i0 c-
a'Z_
N 0
w m
tz
U
0 Q
warn
Z
O
I
.�
W � �
Z�
/
V) OD
�3�
r
_
J F
5; '.
m N,0
a-
W Ow
_j
11 U) -
w
z o a,o
Lj�m oaC�
v
O
Z
1
O
w m
0'
I I
p,
C,
08 8ZS
z
O
rn
iD
I
J
'd
00
1
I
N
III.
a
LLJ LL_ : to "t
a
LLJ
x
a
a
wX C_1
F-
(nw
Z W
wo a
w
aj
\ Z Z O
�p
W Q
,.•�
•`, - ENO
N
'�lwi
1 U >
O
00
/ � m
m
O
w
U
a
h
Ln
�00
M
00
0)
N (!)
_ °0
F- N
0 "
Z M
w 1�
J M
w
�
a 0_
�a
O
1n Z
J a
0
Q
• m
• � W
a
W'n
Q F-
(n a,
N
m
�w.
Q�
w�
tY
�a
Nw
w
■
O w
Z
a �
J
H_ Q
W
s ti •°
m
••- 2�JyJ�6
Um
1
�w
Z � w
_J
� O
d
0
`
1
� w
�
u1 a a O ` w a
�o
000
In �o
Lwi FJ-~' �ll
N
5; .-
of O
O
3 '
m O
�
W
Wa,hon-
o
\IY .tD t0
9l
Z O' ^LO
m o.tn
�V)Va
rj
i0 c-
a'Z_
N 0
O w
0 Q
warn
O
An
W � �
Z�
3�
J
my
�3�
J F
wa
3LL
i V
O w
Z w
a0 \ \
J �
~a
W W
W
M
N
IO * In 00
L'i M 00 4
\U O N
ZWHa(O
VO �r'cn
a o O n-
V) = Z
a�
91
` Z y
1 ~ ? M O
W r O
w to
y O
LO do
� N G'(/
C',
I
Ln
co
z W� S 00'54'36" E �r QJ w
Z �1,84. 3 Q� �c w 0
�
W rn
s
N O = li
cri
v \ z = J cD
I N a F Jr\LO
N M / a oN
�
N O z
_ N N ll °D O a m
V6 ObZ 3 SO O N `L'�L blZ Z O
3 .,6t,SS.IO N 3 „EZ,9b.10 N
831SVVY 3001883NO1S J
Z09Z Od SObbl 80'
019066109L0 -Nld
ON) NOIIVIOOSSd
3/ N /
Q
W
W
a
F-
z
w
z
O
J w H
CL w 'Z
0 U W 0
0 OV
F-
Z z Q Z
a
V) N J
W
o ■ -+-
X
O
O
W O
� O
d
U
U) o
U_
x
a
Q
a o
0
0
M
0
O
co
11
�c'
U
C
m
do
In,w
(U
r
W
J
T_�
U OO,Lo
of O
O
Wa,hon-
o
\IY .tD t0
9l
Z O' ^LO
m o.tn
rj
i0 c-
a'Z_
N 0
0 Q
O
An
91
` Z y
1 ~ ? M O
W r O
w to
y O
LO do
� N G'(/
C',
I
Ln
co
z W� S 00'54'36" E �r QJ w
Z �1,84. 3 Q� �c w 0
�
W rn
s
N O = li
cri
v \ z = J cD
I N a F Jr\LO
N M / a oN
�
N O z
_ N N ll °D O a m
V6 ObZ 3 SO O N `L'�L blZ Z O
3 .,6t,SS.IO N 3 „EZ,9b.10 N
831SVVY 3001883NO1S J
Z09Z Od SObbl 80'
019066109L0 -Nld
ON) NOIIVIOOSSd
3/ N /
Q
W
W
a
F-
z
w
z
O
J w H
CL w 'Z
0 U W 0
0 OV
F-
Z z Q Z
a
V) N J
W
o ■ -+-
X
O
O
W O
� O
d
U
U) o
U_
x
a
Q
a o
0
0
M
0
O
co
11
�c'
U
C
Q
W
W
a
F-
z
w
z
O
J w H
CL w 'Z
0 U W 0
0 OV
F-
Z z Q Z
a
V) N J
W
o ■ -+-
X
O
O
W O
� O
d
U
U) o
U_
x
a
Q
a o
0
0
M
0
O
co
11
�c'
U
C

F, SdQ L`l- �0' -bIOZ
�'�Wst- Meg-%=boflt �� dF'I�Q11lOLLV7NPI�QQ:1Ei'LL:�]M
`um ""•W°w VhMOHVD HJ21ON •1�.Li1 OD 3WM 'AHV -D 30 NMOLL os =„ l cttt� � #mIdjaw O ATTCCoULD 1M- 060Z'l -HMEl
wavavwa xiu�ormu l�lj V V " o5Q7'l -WV ON d�
Ey OVN Ono 3v
In
O
-
O
U'l
N
N N
rn 00
U� N h M 00 Q) d' N O m
O
O?
�
CO
O
O O � CO � h N 1� �0 0
Z^
d" N �- ^ � O1 OD c0 U7 h
(n
O
¢
W
M �
Of
W
N
,tt•.uup.�ci
iii
¢ ?1 W
LLJ _
~ � w w w w w w w 3��
••••
°o
LO
� p� N h 1� M N� -
• • • •
A� �0 °e�� 40
www�w�33
W
_Z N� O to N N M�
� � O I� OD � N N O� N c} D1
Ld
lb �e °°
H
Q
L�
adR
W�
N
CO
�
�
�
M
J O to h r7 d' N d u� V
ILL,
W
_ Q n cy L- =
G,•� w�
A
Z Z
to
N
N
°�ioco:
¢
00
e to I a
° e� -� °.O •��
Kl
-moi�o
W
Wit
�
Z
Z
Z
(n
(n
(/7
(/l
W
Z
`Z
4
d¢
<-,
�D
Q
h
Q
N
c
o
In
h
N
a�
o
00
O7
Z
Z
U C
O
Z
Z
(!1
(n
O
W
zmmmmmmmmmmm
^
N
LN
C
�
l0
h
00
D)
O
O
o,nU
C
LLI
L
N
v
cn v >t j
N
c c �I
ic
o
Co
J � S �I
C VI
¢
W
(D
D
o
p 01 LLJ I a
v
Nam I
¢�
d E a0i� I
z
I ¢
c I
w
Q -
0
O
O
O
V)
/b, (N�
d
w
o I N
d
ti C4
11
O aai d
z
d N d
¢
- I
CL 0 .a
O I
a
o
�� �
d
� p IU
E-
C) 3 v
r, ¢ cn Q
Cj
Woa� ,U
Q ui
7i M WOO
�.� 0�0
00E� Iw
� °
Z N
Q. d
a
�o Ir
I
O L p
Z T,O I
Z
O
v I d
IZ
M
00 r ¢
Of I�_�
I
N
a
Q h•
II
m N co
� ¢ $P
a
O bM
m
Z m ¢,o
=
c
0
Qao
c p
o � o
¢
Z
N m
I
N X 4) c
w
m m
1 , w
�� N Of
O N� 5
O
�LL
to
y N'L O O,0
r - Q
¢ LLJ
J
0cc0
O c C0�,
^ ,A
T p� 7F-
W
O L O� 0
.- wz Q�
7T
i+'� m N
y -
��oao�
w
W m Oj 3
I
I I
- M-
os
E c 1 I
� v ,Q 6 t � I I
I I
m . ¢
V) q) w I I
m
V, ND o- I I
c
)CL 0
-0 N 1 1
m m
En O O
O O
00
>,
_
Q v) i i
o¢ 3.0 E0 I 1 i
m i r0
Ii
U 0 oh
z! m
0 I I
�� E �°'
C o
co
a� Ni I 1 I I
I I
I
�v o� 0) o I I I I
m
I
z
�o`a I I I i
w
s L ^� I I 1
j
I I
I
z
O
>.00v�E I I I
a 0E- 1 I I
O V v �
uo�C�Q I i I
a�
I
o-�°rn I
a cr
r C °' I I
0
Q)Sno I I I I
z z
a¢
m I
L v V)-
`„
i i
A
z z-j
Z
0oZ)coow
0_-
d
_
I I I
wC ow I I
2.2
U) i=
N cn
U J
w�
w
O
I
C 0 �"
U
^1q
X X¢
W W
U
U o I I
O)
'O �'
vl O
N N W N a O O
L
r
O
X
W
In
O
-
O
U'l
N
zV7
O
O?
�
CO
N
O
¢
O
W
www�w�33
H
Q
L�
C�
N
CO
�
�
�
M
OO
M
A
N
to
N
N
°�ioco:
¢
QN
OOOr-���
-moi�o
W
Wit
�
Z
Z
Z
(n
(n
(/7
(/l
W
Z
`Z
4
d¢
<-,
�D
Q
h
Q
In
h
N
00
00
O7
Z
Z
Z
Z
Z
(!1
(n
W
zmmmmmmmmmmm
^
N
�
l0
h
00
D)
O
W
In
O
-
O
U'l
N
zV7
O
O?
�
CO
N
O
¢
O
W
www�w�33
H
Q
L�
C�
N
CO
�
�
�
M
OO
M
A
N
to
N
N
°�ioco:
¢
QN
OOOr-���
-moi�o
W
Wit
�
Z
Z
Z
(n
(n
(/7
(/l
W
Z
`Z
4
d¢
<-,
�D
Q
h
Q

swvavDw dVylhlIIOLLV Q'I',dQ'QAMLI,7M L L -4 Dr VLOZ 31r0,
f(MW009FIPV2K-eee9-TUfaW OS = „L �Lr�s ~
sa¢o-o wr M'fg 'I®� r=ON "AgI ill OD 3X el AA, AH tl DJ A® N S1V W
sr s Lautweo � �a Ca
�oo���'��� ��Z IMrOSOZ'L^ —NMb
�av =,” wal Ott
OSOZ t 44mv' ON aaaroaa 1
♦ �: pO°seo°oe- v
'°A o •
• o.
N
LLJ iVOOV- L �
�' gti
y o �o e •
,> c v °��C� °e°� d, Vi °
C8 ^aVM 0199 JN
U
in
m
in
t rC
O ft7 r)
r\
0o
00,
y�]F,S j ;,N 'Loy
�tK
d
06
E-
M
p
.I tat !
W N it
O
7
O) 3
N W
I
0)
M,
W
O
(n
n
Ln
ui
°�
W � W
M
W
Li
O
d
v
V)
Li
N
0
a
00
In
w C
W W
o c
c �0
w
,�
N� °Z 91
� ' � "
3
`
J LC ��
-D- C '�
N CD
OZNO
2' L)J Z
d
6-
33
`
1 6J N W
ww
U a (�
^ I.
Li
"�
I, ,Nf 0) 1
` li
LJ
M
4 4
W
`n
r O'
U
in
m
in
t rC
v
r\
0o
00,
U
Q
D
0-
r-
d
Y O
M
M
Z
,�
O
a'
O NC1
?r
0)
M,
W
O
(n
V')
d-
(D
°�
N
M
W
�
O
d
v
V)
N
N
w
00
In
0)
o c
c �0
w
,�
W
Cn
L� �' cD
D
I c9
J LC ��
-D- C '�
O
2' L)J Z
a�
cn_°
Z N°
33
`
d
ww
U a (�
ILL)
�I0Iu)LD
Q
C:7 ' ?1
O
LJ
M
O O -1
W
`n
Nj a) -0
I.
CJ ILL
z!acornv�
Q'
M
�' N a�i
j
A
c9 U
QI
J
W
I LL)
°'T�
I
;t
zz WE) <
w'
,
0- E
o
'L-a
v_) V� J
3
O
v)zzNN'
of
C .o ,
p
O
Z
O,
W
ZwWiJww
d
O
0
LO
r` bJ�
W
® ■ ®+
,d
S�
�
O
U
l' I
Ln
� m
,a-
�
..
0o
N
x
H 01
O
W
m
(D'
J
d
IM
lJ
40
z
ao
(D,
00
H
W
W�
d'
r SSG
O O
I U
n
W
r
00
= O "�- •
'3U
I,Z
I
W
N
N
Q,
W
J
cO
_ (.9 N
ZYJM
Ln
'tD
n
00
f�
pp
°W E
Z
Z
1
f{jM
Z
(n
(n
(n
Z
(n
(n
r
W
-
N
M
'
to
(O
�'
00
10))
M
z
v
d+
7
C
N
Q)
LT)
,d
s
�-
M
O
-j y 0
N
O
LD
'�
I
,d'
lD
n
Q z, N
Z w 4) O
tJ,
I J
N'
w
d,
d-
lV
2
O u)'>
3
w
3
w
w
w
w
w
LiW
N
w
W
I
0
ZOMM
3'
v oi

F, Ll- £O -tiIOZ Uva 9)
UM ss
w•s/-ss im) SN[dQ�.�`l1j dNW NOLLd3NPI3Q QNV 2M g
s °"' VNnOUVO HMON fA.LI�I11OD MWA& ",KHVD AO AiA&QL .09=.t
s`a� � a�v�s a,
aeow71X ao
r
O ATISSO�0 �IVaT� LM- OZi-HM MtI aRVNa,� i
s�wvav� a >� � 1�
OSOZt -HMV oN r�ror�a
a a)
E
w
N
00.0
68 avN afVO JN
(D
O
m
00
-co
mnroOOmmNm
n
•,� pN••°..°.••0�
6
i.
Wmo
U')Nr
��
3
Ur,
Nto
aWr)mtO
O
Z8M _-
UNcoF,
f
Nn(D
r-r_-:n0mN
U
-i�rwm
--m
Li (D
rr)
r7
co,-
roOU-)
.0
U J
r:nr,Nr�
to
M
w
Ot
° �
r0Or7
N
C) 0
N
ro
.-
r-
N
tD
` O
r -
t
U
1
r7
N'
H
to
'
U
N \
tn
(7
w Z
N
U
of
U)
c J
y
N
U
N
zCU
-'
i
L
7 N
�
c o
w
I
r-
1
op, a�0
f
o
J,
O
\I
N
Z' N
(D
n
C
7 Fn UJ
C
00
a)
o
O
Y�11$
'�
Z
< p
Of
w
W' 00"Z
�
l
.O �L T
�Otn�O
m
,w 0,
0
C, 'D
Y \
to °a
11 cn
>\
N
0
N
=
g, 0
z
<
,
W-'r�
U Li
W ,
m
1
a a)
E
w
N
00.0
z
W
(D
O
m
00
-co
mnroOOmmNm
n
•,� pN••°..°.••0�
6
c
Wmo
U')Nr
��
3
Ur,
Nto
aWr)mtO
r-N
Z8M _-
UNcoF,
f
Nn(D
r-r_-:n0mN
U
-i�rwm
--m
Li (D
<r,
0
co,-
roOU-)
ao)
U J
r:nr,Nr�
to
M
w
r7
Ot
r0Or7
N
C) 0
N
ro
.-
r-
N
tD
N
r -
t
U
N
r7
N'
H
to
'
0
o v
N \
tn
(7
w Z
N
U
of
U)
c J
y
N
U
N
zCU
-'
i
r7
w
r-
www
U
00
a s
C
I 0
Z)
(D
n
00
00
r7
O
Y 3 2
I'z
w
�
w (D <
W
N�
�Otn�O
' (rte'
C, 'D
Y \
00
M
N
N
N
rY
r')
m
m
N
n
r')Or
cN�p�O�in�
W
0_
D
ui _71
I,o
(D
(D
07
W "
N
m
O
+8 a ��5 0
It
I-
z
o I,�
-
N
~
3
www3w3wwww3333ww
3
(V
O
ro
-
to
Z
U
-
3
ZU)ZzzzzZZZZZz
3
w
3
3
3
3
w
(�
0
"t
Q)
00
-
00
a0
d'
LO
u
�
00
O
.vt
r7
rO
N
io
Z
fl_
m
U)
-
r7
C7
r7
to
N
r)
O
r7
n
o
oo
7
r-
'-
In
t
If
to
(D
n
c6
(V
n
00
-
do
<<
cr
- v o to I0 Z� z_
inpN�
<,
Cntn
�� �,�
•'NMO�NON
3to3
NU)U')
N
(D0)
N;V;n
rnr000mMm�
C)
J
w
m
,o
t`
00
a
d-
00
N
r-
M
co
N
wrOn
mI`-
N
to
.-
W
o'00
tD,
tU)ZU)ZU)U)U)NU)'U)Z
(D
N,
N
U7
U')
•-
N
�
OD
M
Ln
n
0o
ZZU)
00
m
•-
UI
r7
w
rl
00
m
o
GAR
I
ro
U)�
to
w
N
00
m
O
N
N
r'')
>N
Z
U
U
U
U
U
U
U
U,U
U)(Dr�00mO
U
U
U
U
CN
U
U
CN
U
U
�. M.
I
Ln
h
to
Ln
2
z
z
z
z
z
z
z
z
z
z
a a)
E
U
N
00
z
W
(D
to
m
00
to
N
n
•,� pN••°..°.••0�
6
c
Wmo
U')Nr
��
3
d-t000NN
•
aWr)mtO
CO .)
Z8M _-
UNcoF,
c'a`)�
O
U
-i�rwm
--m
Li (D
o
0
co,-
'
0''c:
ao)
U J
N
to
M
w
r7
LL)
V
3
N
C) 0
N
ro
.-
QU
Z
U')
U �'
tD
t
r -
LLJ
J
U
OM
r7
N'
H
vN�rmnr7
U)
0
o v
N \
3
(7
w Z
N
U
of
3a
c J
y
N
U
N
zCU
-'
i
r7
w
r-
www
LL)
00
a s
C
I 0
Z)
(D
n
00
00
r7
O
Y 3 2
I'z
�
w (D <
W
N�
�Otn�O
' (rte'
C, 'D
Y \
00
M
N
N
N
V)
r')
m
m
N
n
r')Or
cN�p�O�in�
W
0_
Or)
ui _71
I,o
(D
(D
07
W "
N
m
O
+8 a ��5 0
It
I-
z
o I,�
-
N
O
3
N
3
(V
O
ro
-
to
Z
U
-
3
ZU)ZzzzzZZZZZz
3
w
3
3
3
3
U
�i
3
3
OOC
J L O W
N
3
3
Nr7d'tnt0r000
r,(00(DtOtnN000r7
W
w
W
NM,d�
z a�
g
io
N
O
u
: -'
r7
m
r7
r-
N
r-
N
(D
O
(D
gzro00r7U)N0
�t!')U"rn
cr
- v o to I0 Z� z_
inpN�
<,
Cntn
�� �,�
•'NMO�NON
3to3
3
N
(D0)
NCOp
rnr000mMm�
C)
I
LO-
,o
`�
dj
t(D
0
N
ro
C14
yL-)-
Lr)
wrOn
mI`-
to00(o0wr-nO-
��
�tn�NOrmtDOro
LQ)
o'00
4OtnN(Omm
C)
NC23
W
QOO�M•
m00
N�tt000�00nror7
�COo0(D0o
-r-O
°�P� brrj•:�v� •••
r7
N
;70MOOrO
U)
Z
GAR
I
U)
U)�
nr
2
�• �,�
° J o Ov> 'a'
0
C
0_WN
L
m
r l
to
>N
U
LO(DN
O0
d
to
M
%•�
(V FFF
Q•v) Q� a•ti -
3NN
UN
3
U)(Dr�00mO
:h
r-
1
U
(D
N
NwOtD
00
r�
(D
00
�. M.
0 3 1
Ln
h
to
Ln
2
z
z
z
z
U : v3 LLI I �: :
U
N
00
r'7
(D
to
m
00
to
N
n
•,� pN••°..°.••0�
6
U �,, �.
Wmo
U')Nr
��
3
d-t000NN
•
aWr)mtO
Ztnr7�r7N�
UNcoF,
mn'm�(DmP
U
-i�rwm
--m
Li (D
o
0
co,-
ao)
U J
N
to
M
w
r7
LL)
V
00
3
N
w
ro
.-
QU
Z
U')
U �'
tD
t
r -
LLJ
J
U
OM
r7
N'
H
vN�rmnr7
U)
F
r,
CV
3
(7
w Z
N
(D
v
of
3a
c J
U1
N
N
c
O
W43
C_ "0 -
o 0)
0 0 d� 44,
N x L c I �be.
C N y
m N D
a) to , m
_ NZ
O N c0 _ <
T� O.p 7H
D O C w
OL _O 3
0 vvc°� I
C ��ow I
aE`� �Q 0 I
� n v I
t-' v a- :3 w I
CD ` -0 D_ I I
�oo°'vo' 1
v Q) U I I
°)o o T- I I I I
o< v cL �, I 1 I I
E�
U -- v UN I I 1 I
v3 E vrn I 1 1
C
tU 0) I I I
a C)
tnUQ, a�O
0 to +
0�0 a) CD 1 ,I
QO °oL E I I I 1
Q), I I I
o't W `r
Lc°) aN I I I I
°- N (0 p I I I I
N
L aa)) (n v
cn E E'
N c °'X I I
I
O O 0_-
3))�vcC2 I I I I
v >. -
U � -Op >"o CL O N I :�
m v
N N C O
v> a o Z v o Q
� a
W
0_
<U)< 3
w
W to to
0 W N
Z O
I
< N 0
9�
V 133HS 3NIIHDIVIN
gym... .mom �,
U33HS 3NIIHOiVW
H
Z W r, 00 to
Zm rI
D r) to
z ~ N
O N
0 p
a ~ L`'
w'
W Z
z Z
Of a Q < 3 3 3 Lj
U H O Z N
F�1 Z Z J Z QQON�
�j H I- _< J w rn m N
/-( U) U) J H W m 00 r- N
W w 3 zcnN
w w U 3
W O + W N ro
_ z o0
►a � 3 3
X
U
YO
W
W
/I
V /
O
oTt•
N
x
CL
d
� o
m
N
00
r'7
(D
to
m
00
to
N
n
0o
m
�--r7
Wmo
U')Nr
-0)
r)M00-
d-t000NN
aWr)mtO
Ztnr7�r7N�
UNcoF,
mn'm�(DmP
�00N-
-i�rwm
--m
ro
co,-
r7
N
N
`-
M
N
r7
<tD
00
ro�d'm�I�(D
N
w
ro
.-
tD
t
r -
N�
OM
r7
N'
(D
'n
vN�rmnr7
r7
d'
r,
CV
r-
N
^
N
(D
v
N
(D
N
U1
(v
N
F-
¢3ww3333
r7
r-
www
LL)
ww_
w
W
-
(D
n
00
00
r7
O
2LoNd
�
N�
�Otn�O
V>
<
0
00
M
N
r7
N
V)
r')
(D
m
N
n
r')Or
cN�p�O�in�
W
0_
Or)
.-
(D
(D
07
O-
N
m
O
m
It
I-
00
3
-
N
O
p
N
3
(V
O
ro
-
to
r,
0
3
ZU)ZzzzzZZZZZz
3
w
3
3
3
3
3
�i
3
3
W
3
3
Nr7d'tnt0r000
r,(00(DtOtnN000r7
W
w
W
NM,d�
�t
g
io
O
N
O
c)
: -'
r7
m
r7
r-
N
r-
N
(D
O
U
YO
W
W
/I
V /
O
oTt•
N
x
CL
d
� o
I
w-to
t`
00n(DOr7N00UJN
".t
0),-0-
In
-M
�--r7
U')Nr
-0)
d-t000NN
Ztnr7�r7N�
UNcoF,
�00N-
--m
r-r-OmNOro00to0
co,-
t
000Lnr
<tD
00
ro�d'm�I�(D
'O
M
to
N
ro
.-
tD
t
r -
N�
OM
r7
N'
(D
'n
vN�rmnr7
r7
d'
r,
CV
r-
N
^
N
(D
v
N
(D
N
U1
(v
N
N
r7
r-
N
N
0
W
0_
<
3
3
3
W'3
3
3
3
w
3
3
3
3
3
3
3
D
<
3
w
3:
3
-
�i
3
3
3
w
3
3
3
3
3
�i
3
3
W
3
3
3
r,(00(DtOtnN000r7
W
w
W
LO
�t
g
io
O
N
O
c)
: -'
r7
m
r7
r-
N
r-
N
(D
O
(D
gzro00r7U)N0
�t!')U"rn
inpN�
<,
Cntn
O,O
•'NMO�NON
-to
(D0)
NCOp
rnr000mMm�
I
LO-
d'
<0_
dj
t(D
M
N
ro
C14
m
Lr)
wrOn
mI`-
to00(o0wr-nO-
��
�tn�NOrmtDOro
LQ)
o'00
4OtnN(Omm
tm(DMto
W
QOO�M•
m00
N�tt000�00nror7
�COo0(D0o
-r-O
��n
r7
�.-
;70MOOrO
U)
Z
U)"
Z
U)
U)�
nr
2
NNO
0
N
0_WN
L
m
r l
^
00
Ln
r,
to
LO(DN
O0
d
to
M
Nro�(n
N
ro
-
N
U)(Dr�00mO
:h
r-
in
M
(D
N
NwOtD
00
r�
(D
00
Q)
(D
Ln
U)
to
Ln
2
z
z
z
z
z
z
z
z
z
z
z
z
w
z
z
z
z
o
If
wm0
ztotD(DtDtD(Dw(Dw(D(Dr-
�
st
d
Nrn�to(DN,wmoFNr)
Ln
to
rn
in
to
to
to
to
r,r-r,
rn(Dr`aomo
r,
r-r-r
w
71
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
I
WM00(D
".t
0),-0-
In
-M
�tmro
-0)
tnmmNr7O
UNcoF,
O�mrnOmm
co,-
t
000Lnr
(o
Qd-
'O
M
to
N
ro
.-
tD
to
N
0
O'.-
r)
r7
N'
(D
'n
7
r7
d'
r,
CV
r-
N
^
N
(D
v
N
(D
N
U1
0
<
3
3
3
W'3
3
3
3
w
3
3
3
3
3
3
3
3'3
3
3
3
3
w
w
W'q-NcOLr)0
m
N0
r,(00(DtOtnN000r7
g
�=
in
N
O
�
�*�
N
to
t)
r7
N-4-
r7r-
�t!')U"rn
QcI
W
<,
Cntn
O,O
o''`)mf'
prn,t.
-to
(D0)
NCOp
rnr000mMm�
n
r-,
d'
NN'O
�nr,nio
M
0NNNM
m
of
17
wrOn
mI`-
to00(o0wr-nO-
LQ)
o'00
4OtnN(Omm
tm(DMto
m00
N�tt000�00nror7
�COo0(D0o
r7
(!)
U)
Z
U)"
Z
U)
U)�
U)
2
U1
0
N
Z
'z
U)
U)
U)
U)
z
U)
'Z'
z
Z
z
W
U)(Dr�00mO
�-NMdttn�(Dr,Om0
NM,�to(Dr-
00
Z
M
M
M
r7
ro
,�
sF
d
If
t
�
st
d
to
Ln
to
rn
in
to
to
to
to
I

SNYGV-ow am NOLLIvamgu 4NVILT2M
get" ON OMMM STUZ �J 9lroN
VNI'IOHVD JAON `AINf OO MIVhA `AHVD AO NAML 311,E
I-
Daaoawwwsoez - TjSS®� TD y�� lM— DSDZI —FWItr
�mVNN OSOZL —HMV oW 133ro8a
c
C '0 O
O a) y0
N N
N X N c
t i
N Z
" t1 ° Q
OC p OH
T �
N . O i1
c 3
7 N
>, 01 n
O.0 � O c
N N O OL
y S C c
Lna)�o°
V 3 CL y O i
a W Q 7� n
(U — a
-O NO
:01 N -0 O
T O N U I
a O a)
OQ 3 D Q �
v cu T O
u v ' 00
-� °
I
o� E -o rn
� � I
0-0 S 0 IC o I
I
'^ U 0+-6 m o I
' Q1 CO N -0 -
t
° ° m a) I
a 0 C) 0-C I
N
°0
d- a) C 2
m !
o v D i
yc � -0 N
0 " 1
_ N VI p
d U N (n . .+ C !
a) uL o i
� V) a) 0 C
cn a C O 0_ I
2--
O N v (n
0
fn , N
T 0'p
M� F-
t cn +• (D O_ C 0
F- j tU > O_ 0 .Z
W
ee arN awo sx
T CO
00
lillor
v �
C)
,e e�yf90f00ffff,•I
�°�
o
N
o AL�, �� •.
r)
N'
r7
O U
r7
i ci- 0 vi i 4✓ w
N
d';
>
LA Wv v0)S
.,,
(n
-o c
I I
�i (�•O6, LQ Q ♦41
o
;�-
,
0 O W ,L,
�I p
•••••fff•fB08ffR oss
0
V
O
qt
N a
t
LO
In
�o
�
6
r")
Q- 'E °
N
N'.0
-
c
�I
Lo
17
(N
N
oN
r)
r7
0 N
In
N
N
o '
�
a
C Q
3
O
z
I J
v a p,,
I U
Y vz
O
U 3
I
I
�
Q
IY
W
iU
-
rn
E
ZONLnu)
L,
I'w
L d
—0
i LJ
Of
�
�—
I
rn
vc
s O
o
I F-
I
o
-1:
Z�a°iu
I_j
W
m
Lo
(V
r)
C)
d
r-
= U O In
I
Zn
O
c
C '0 O
O a) y0
N N
N X N c
t i
N Z
" t1 ° Q
OC p OH
T �
N . O i1
c 3
7 N
>, 01 n
O.0 � O c
N N O OL
y S C c
Lna)�o°
V 3 CL y O i
a W Q 7� n
(U — a
-O NO
:01 N -0 O
T O N U I
a O a)
OQ 3 D Q �
v cu T O
u v ' 00
-� °
I
o� E -o rn
� � I
0-0 S 0 IC o I
I
'^ U 0+-6 m o I
' Q1 CO N -0 -
t
° ° m a) I
a 0 C) 0-C I
N
°0
d- a) C 2
m !
o v D i
yc � -0 N
0 " 1
_ N VI p
d U N (n . .+ C !
a) uL o i
� V) a) 0 C
cn a C O 0_ I
2--
O N v (n
0
fn , N
T 0'p
M� F-
t cn +• (D O_ C 0
F- j tU > O_ 0 .Z
LL-
0
L !
W
TW
V/� F
J
_Q)
H
I
O
Q
W
h
m
00
(7)
-
C)
r-
ZLn;
N
N
r)
N'
r7
r7
r7
i�
r-
d';
U
r)
r7
19
W,LowM
I-
;�-
PO
O
d
r-
V
O
qt
r,
N
LO
In
z
-,t
6
r")
N
N
N'.0
V'
O
d
w
Lo
17
(N
N
M
r)
r7
r-
rn
M
N
N
w
N
(n
a
3
3
33:
0
W
l.�0t\
tt\Ln
_
fV
-
rn
ZONLnu)
W
v)
N
V
00p
Lr)
LJ
m
<<Lnv
-�
t--
W
m
Lo
(V
r)
C)
d
r-
cv
O
Ln
N
Zn
O
3
in
v)
In
(n
V)
F--
W
Q
r7
It
Ln
3:
3
3;:
�
3:
�
W
W
W
z
i
W
3:
S'
'S
W
U
n
O
00
r'")'
n
(O
r)
I
v,)
O
V
Ln
N
O
N
Ln
_z
Ln
v_�r7
-
Ln
NMO
OWN
!t
QOpOON!")O
V
Q
O_
O
r7
N
r')
00
(D
CV
Lo
co
m
O
d
r)
Lb
O
W
Q
Ln
t7
O
Ln
SN
0
N
't
:n
O
ran
O
p
;n
M
O
m
Lo
r,
co
Lo
a)
�t
N
(.o
(N
r)
U')
O
00
w
n
N
to
(A
Ln
O
O
-
-
N
N
o
z
O
N
O
O
00
00
N
O
o,(P,
Z
Z
z
Z
Z
Z
Z
z
Z
Z
Z
z
z
z
Z
Z
z
W
z0)
Ln
LO
0)
r,
CY)
00
cri0)0�00000000��
O)
O
N
r)
d
Ln
W,
r
00
O)
0
LL-
0
L !
W
TW
V/� F
J
_Q)
H
I
O
Q
A
W
W
Z
'W
Z
O
w H f-
a w Z
W U a 0
O 0 o -)
O U W L�
U C� Q
Z Z J Z
� Q
V) V) J F
W
W W U
a ■/+
�I
X
0
O
i
Q O �
U N --FW 11
,d
Q+ O
O
W'
h
m
N
rn
-
K)
Ln(
ZLn;
00'
d
00
(o
r'7
z�mr-m(oO,O
(<�
d';
rte,
M
(D
,-,t
r-
W,LowM
I-
Lo
Q
N
Co`
(o
-
A
N
N
In
r
-,t
6
w
(n
a
3
3
33:
0
W
l.�0t\
tt\Ln
_
fV
-
rn
ZONLnu)
W
v)
N
V
00p
Lr)
n
<<Lnv
-�
t--
W
m
Lo
(V
r)
C)
d
r-
cv
O
Ln
N
Zn
O
3
in
v)
In
(n
V)
F--
W
;I
r7
It
Ln
(o
:-j
3
3
3
3
11
z
`
O
_'1,'
O
LO
O)
Ln
I
!,NOOL`t
q-
Ln
Q�d
-
O�Oi,0e�
t`�O
W
QOpOON!")O
�Wc,i
m
��OOrnQ
)o
Ln
N
0
r
r'l
C)
O
O
N
O
Z
Z
Z
(n
Z
Z
z
z
Z
Z
0
z
W
N
r)
�
Ln
Lo;
r,
co I ":
O
T'
N
r7
z
00
00
00
00
00
00
0 1I0 ,
O)
o,(P,
0)
A
W
W
Z
'W
Z
O
w H f-
a w Z
W U a 0
O 0 o -)
O U W L�
U C� Q
Z Z J Z
� Q
V) V) J F
W
W W U
a ■/+
�I
X
0
O
i
Q O �
U N --FW 11
,d
Q+ O
O
W
W
L
r)
"t,
�
O'
O)
ZLn;
00
Ln
o
r'7
rn
(<�
d';
rte,
M
d'
M
I-
Lo
U
w
a
3
3
33:
w
W
l.�0t\
tt\Ln
_
fV
-
rn
ZONLnu)
v)
N
V
00p
Lr)
n
<<Lnv
-�
t--
W
m
Lo
(V
r)
C)
d
r-
cv
O
Ln
N
Zn
O
3
in
v)
In
(n
V)
;I
r7
It
Ln
(o
:-j
3
3
3
3
A
W
W
Z
'W
Z
O
w H f-
a w Z
W U a 0
O 0 o -)
O U W L�
U C� Q
Z Z J Z
� Q
V) V) J F
W
W W U
a ■/+
�I
X
0
O
i
Q O �
U N --FW 11
,d
Q+ O
O

$BYdQy�y1[ a MO�Q t— �o —titoa �.a
�
s
nOHVD HM om V11 ON ",U MOD 3WA& `AUVD AO NMOS
,
�1�IISS023� IVCI'II�II �t-I�d
, �
',� 090ZL - oSOZ� -,d
ON =fOlud
O
O)
f�
U7
M�
t0
d
M
d�
O
Sd IZOt 3 „t0.Z -,Lx'0 N'
O��OOO�toNd
QD
iDd��N
l • -/
! J�
/ /
W
,•��a.eiweesej,
l••
U
w
'�.
`.
'�
e` �0°`�V�
.
w
O^ O�
, a N a
r1�
V)
Q o (n Q I� o �' s
LL o) c0
3
3
. VeN W� Je°
3
c'! Ln
Z211
3
3
3
3
Fn
3
w
',,° "%c%d
1�
in
I�
00
ip
M
in
O
T C
\
gNM�_
'a,
-
�NONNMIM
Q7
O O
L O m
N
> -
in
rn
N
:�
�
in
:t
co
:t
-4;
O m U
ao
�
�cD�ON��
o °
p
Nd
N v
r7MM�N
� C C
r�\
v c
Z
ol
Z
J o
^
Z
Z
Z
Z
Fn LLL
Z
Z
\-
O�
O O
N a
C
/
>
-
�
N
'to
0�
N
N
N
N
N
N
N
N
N
N
_ N
° C C 0 ^>
L
Ar
h
J
N
NNNNMM
W
C N
CL
�0 \2
O
I
10 N
�N)N]M�3
z
a
�
ill
a o
(�
t7
°
oz
I
m
Y 3 =
1Y
N
UUUC�UUUU
z z
a � z
W j IU Q\
W12�
:>:`o
✓ U V Z
N
p IIY D
J
W
W d W m
rr
LJ
C25
�, io
Ir
Wi
w
d o I
w to,Q
to
�ZOM
O C IF
W
N
z �� IQ
Z��
3,
o
to W
v w
--u 0 Ul I Q'
3
N
0
I
C �
W `
N
O
C �
Z
�
\
_
\ O \
rM <
\ �, N
7
y `x' °
r
WC r-i
s1='
1
o
u�
a
MN �1
1
i� ° o
c
M
M
3v 6zo
N
B
O NZ
0 c
o r o °-
`WC35
tiTDM
o
C J N
�,y�o
Z fn
W°
rrj -
M
0.0
C V I
U
U
y o o, I I1
yy "w
I
y 0- o� I
a o I
o
OL -Q a I I
I
o
o
o
° vp�°' I I
oN I I
I
oco I
I
E I
W�Nt\NNMID �fIhtAN d 00
Ut00�
6 U 2" I I
W
O� IC')NNd n01r1!�t7
Q 'n •�•
N°
:5 c, .� o I
I
QOP t0� cp t01� d tDNt� Omn
A N � M d U'7 N M � �"7 d� N N
�, o
i-' C7 O C I 1
- t -C :3 :) .+ I
I
I
I z
F
N
to to
° y U
I I
'
U �
U N 11
aci 1
I I I
I
I W Uj
Li
x
oa �o
r y
W z w
V
a �
�ma
U a
U
a 3 Wwww3 ��,- ,ww3www
c� c a`�' (n
o y v I' I' I
z <
0
w
O 1� in v l0 i0 V1 00 �p I� 00 i0
n o
I
10 i; w
v
Z_ d d O d� d N N O d M 0 0 d.
o 0 �� o I I
�� Z
I
Z �001� t0O V Nomap�r7d
ern v,o rn I I
I Q Z _Z J Z cr
J
M
FJ- w^ -- n� M� p0 ��NOU7 U7
a ox I I I
I B U
O
NN VINN(ntnN NN(/�NNN
l° Q,, O Vl 0 I I
I T� w X a W W
W W U 3 U
a) � c° - I I
U _U O,' p a— I I
I ((]
v
d lfl l0 1� co
In N "
O
-C c a o °
~� -2 >og� o
v X
O
O)
f�
U7
M�
t0
d
M
d�
O
Nrf�NO'''ft�da0d�
O��OOO�toNd
dN
iDd��N
w
Q
3
3
3
3
3
3
3
3
3
3
3
w
1�
in
I�
00
ip
M
in
O
i0
io
gNM�_
'a,
-
�NONNMIM
a
WM�atnOdd
N
in
rn
:�
�
in
:t
co
:t
uv
ao
�
�cD�ON��
Nd
r7MM�N
NON
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
O�
O
N
r•)
�
�
'to
0�
N
N
N
N
N
N
N
N
N
N
W
NN
NNNNMM
W
O)
O
�N)N]M�3
d
ill
t0
(�
t7
ZUUUUUU
UUUC�UUUU
O
O)
f�
U7
M�
t0
d
M
d�
O
Nrf�NO'''ft�da0d�
O��OOO�toNd
dN
iDd��N
w
Q
3
3
3
3
3
3
3
3
3
3
3
w
1�
in
I�
00
ip
M
in
O
i0
io
gNM�_
'a,
-
�NONNMIM
a
WM�atnOdd
N
in
rn
:�
�
in
:t
co
:t
uv
ao
�
�cD�ON��
Nd
r7MM�N
NON
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
O�
O
N
r•)
�
�
'to
0�
N
N
N
N
N
N
N
N
N
N

low vww=" , wvav:)w
CIL(L'� 4WN' Fri d �IPi?�W �SOb'L
WQYOWW A[l4iOfmLL
AVW NOILV3Nma amens
VMnOHV,D HJXON `XXM03 A& eAHVD AO NA&OJL
ONISSO o SONAIVUlim
LL- M -bIOZ lira
•0S -'•L 31b15
l'M� 090Th -HMV - ,wvN31rd
osOZL -HMV ON L03rONd
'UOmmCOr��.-
00
O
0 0
0
0
0
0
i
0
0
0
0 0
0
0'O
O
CV
O
O
O
O
O
O
LD
�0
0
0
0
0
0
b
0
0
0
0
0
p
O'0'
0
0
0
0
0
0 0
0
CD
0
a e I I
r7Nm
0' O
n�Q
- 'cwo w i I
E, 'o
d'�
,O
p
r'LVNm
CDC
O
O
c0
p
N00
(D
0
00
r700
O
0
00
m-
N
-
pl�cV
N
N
tn
N
"O
cN
m
C?
=
co
c0
Ln
0)
O
O)
00
N
N
cD
Cfld
00
r7
dt 00m
Ln
XN
Ln
-)1
v
m0�r70?d'p
d-
0_
0)'N
U
Ln
Ln
Ln
NrO
N
-4:
cc it
N'0
0
CO
N
O
m
r7
CV
U-)
LD,
OO
d•
N
N
tr
Nrin
c
0
0-0-ow
0
0
O
p
0000
d-
m
Lo
N
N
m
d
to
N
Lo �m
m"vd•
0
�
Z
O
._,co
00 LDN
�
b
,r
ca
a
S')�
-mO
C
Ln cO
o
co
O��
,-
cO
CO
d-
N'
Ln
rn
rn
r<
Co
obr
m
in
mOr
r
N,�
r
in
O
M
0
O
IO
W
Mh'cO
N
JQOQOQOQOQO
CD r'�1
pp
CSi�
r
r
0)
.-
cfl (O
rl)
r
''�
r�
F-
'ONco
L-
�-F-
LDn(p
L -F-
N1
dT
m
mmn00�
00
100
O
N
c0
d',r00
O
��
r7m
LnNNh71�
N-
'c'
f
N�
L
000Nmr
rm0
r7
Ln
00n
d;
f�
[t
'Q
O
NNNN
of
00
c0
r
V
N
NNE
t�
r
m
00000101
N
CSI
00
m
<t
mm000OmrcD'
O
r7
N
O'.
d'
�cDmcDCDCOrr
00
CO'N
r
mwr
o'r
r
rr00a0mOmmmx
r
�
a
Co
LD
QD c0
cD
CD
C
'n
N
O
Cc
u)
m co
d<d
r
tor7nM
-
r
r
drd'
cD
�t
d'r7r7'r7M'
O
*co
r7r%)
LD
r7Mr')
r
r
�`!)r7r7rnr7r7r)rhr7MthK)r7r)r7M
r
r
r
r;
'O
O
LD
LD'Ln
Ln
Ln
'd)
Ln
d'
d
W
f.O
0
0 0
0
0-
Lr'
d'
LLD
O
O
LD
O
m O
O O
CD'W
O
O
O
0
co
0
cD
0
CO
0
CD
0
O
0
LO
0
c0
0
O
0
O
co
0
co L!'
N
cD
O
O
CD
LD
.0
O
LD
.0
O
N
LD
O
c0
c0
cD
LD O
O
O
O,
,ct,
N
N
N N
N
N
;T
'
q
N
N
N
N N
N
N
N
N
N
N
N
N
N
N
N
0
N
N
0 0'
N
Ld'
C)
N
O
N
O
N
O
N
O
N
O
N
O
N
o
N
o
N
0
N
0
N
0
N
0
N
0
N
0
N
0
(V
I
0 0
N N
000
N
N
N
sU
O
LD
LD
LC
O
c0
cD
m
i
m
LO
m
LD
LO
cD
O
m
LD
0
O
Lo
tD
cD
m
O
i

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat Mccroy Thomas A Reeder John E Skvada, III
Governor Acting Director Secretary
July 10, 2013
George Buchholz
Eco,Engmeering
'PO Box 14005
Reasearch Triangle Park, NC '27709
Subject Surface Water Determination Letter
NBRRO #13 -159
Wake County
Determination`Type 5
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B 0233)
Start@
Stop(g
❑ EphemeraVIntermittent/Perenrnal' Determination
❑ Tar - Pamlico (15A NCAC 2B 0259)
A
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B 0267)
DW Flag
Project Name Jones Farm Tract
Location/Directions Subject property is an existing agriculture`use/residential tract located at
3325 Arthur Pierce Rd in Wake County
i ,
Subject Stream UT to and Camp Branch
Determmation Date: May 31, 2013
Staff- Martin Richmond
Feature
E/UP*
Not Subject
Subject
Start@
Stop(g
Sod
Survey
USGS
To o
A
X
DW Flag
X
X
B
X
Pond D Outfall
X
X
C
I
X
D
I
X
Property Line
Existing,Farm
Rd Crossing
X
X
Pond D
X
X
X
F, (add
Pond
X
X
X
Cary ma
- afar !y
North Carolina Division of Water Quality Raleigh,Regronal Office Surface Water Protection Phone [phone] Gustomer Service
Irdemet wurwwwatarquablyoig 1628 Mail Service,Center Raleigh, N027699 -1628 FAX (919),5714718 '1-877 -623 -6748
An Equal;OppotindylAf ff at ve Acbon' Employer — 50% -Recyded/10%lPost,Consumer,Paper

3ones Fdfm Tract
Wake' County'
July 10,2013
.Page 2 of 2
%LP = Ephemera!/IntermittentIPerennial
Explanation- The feature(s) hsted,above has or have been located on the Soil Survey of Wake County„ North
Carolina or the`most recent copyof the USGS Topographic map at a Y24,000 scale Each feature ihatis checked
"Not Subject" has been determined`not to be,a stream or ismot present on the property Features that are checked
"Subject" -have been located on the property and possess characteristics that4qualify it to be•a stream There,may be
other streams located on your property that do'not,show�up,on,the maps referenced above but, still may be
considered junWictional accordmg'to the US Army Corps of Engineersiand/or'io-the Division, of Water Quality
This" on; §ite deteraiination, shall, expire five,(5) years from the,date,of 'this, letter Landowners, or affected parties that
dispute aidetermination made bythe DWQ or Delegated Local Authonty, may request•a determination by,the
Difector.,An appeal request must be made within sixty (60) days of date of this letter or-from the, date the affected
P (uiciu-uding down§tr'eam and/,or adjacent owners) is,notified of this letter A request for a determination by the
D;rector•shall b6refefred to the Director in writing c/o Karen Higgins; DWQ, WeBSCaPe Unit, 1650 Mad Service
Center, Raleigh, NC' 2,7699
This determination is final and binding unless,-as detailed above, you ask fortaibearing or appeal witbanisixty (60)
days'
The owne_f /future,dwners should notify the Division of Water Qnahty (including any other Local, State; and.Federal
Agencies) of this decision concerning any,1fdtuFe-corre7spogdences regardnng',the subject prop erty. (stated,above) This
pioject may require'@ Section 404/401 Permit for,the propo§edlactiyrtty Any- nquiries•should be directed to the
Division of Water Quality (Central Of_fice),ai (919}807, -6300, and the, US Army Corp of Engineers�(Ralaigh
Regulatory Field Office) at (919 }5544884 ,
If you have questions regar'ding,this determination,iplease feel ,flee to contact Martin- Richmond ai (91'9) 791 -4200
0 Respec fly,
Danny Smith
Regional Sup isor
cc RRO /SWP File Copy

s_
an l
a�
i
I
r
i
aN r
, _
`I
• v
• r
f
s ti
of
i
/ 1• t � r
U569, '73 GVADRAN6LE, APFA NCI 4 OR!°1I15®7 148'1
35b9"i2434•N, 78.'1902421 •W
FIGURE 1. 11SOMS hfikp
r�aacT Mo AMi -12050 •
mmm`AWi12090X.D JONES FARM PROPE'I'Y EllEcoEngineedngng
,- _ zo, JURISDICTIONAL DELINEATION• •
cn SAM OS -10 -13 CU. NORZH CAIiOIiNA
MN�Ir.w„p,� _.IYrr IIr Mw

mill.
!0
af v?
xl ,
r
if N,
N
E---
- FRm="*'
AWH-12050
Fav"'AVM12060XDW(
V
- 500'
MIL
05-10-13
1
E---

� 'zm" w A"" -,�° _ JONES +A N PROPE$IY AEc*Engineen,*ng �AWN12o5ox
A@A�t�f7YlAb1 Wbmi� d
1 • - 300 JURISDICTIONAL DELINMMON
9 ' 01° 05 -13-13 CART MGIUH CARMM&