20061151 Ver 1_COMPLETE FILE_20060803 (2)

-Ecos stem
PROGRAM
RECEIPT
December 4, 2006
Kent Jackson
Town of Apex
PO Box 250
Apex, NC 27502
Project:
County:
DWQ #:
USACE Action ID:
EEP No.:
Amount Paid:
Check Number:
F1 (,00
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Apex Peakway
Wake
06-1151
2006-40547-292
ILF-2006-4722
$187,456.00
129540
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Stream Credits Wetlands Credits Buffer I Buffer II
CU
(Sq. Ft.)
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Cape Fear 0 0 808 0 0 0 0 0
03030002
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
Sincerely,
cc: Cindy Karoly, DWQ-Wetlands/401
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
Prot- GtGGt9 oar State,
AkMA
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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44
,, William D. Gilmore, PE
Director
N-
Ecosystem
PROGRAM
RECEIPT
December 4, 2006
Steve Shriver
Dare County Planning Department
211 Budleigh Street
Manteo, NC 27954
Project: Dare County Justice Center Phase 2 (Administration Building)
County: Dare
DWQ#: 2006-0946
CA111A#: 20060071
COE#: 2006-32369-128 (modified November 29, 2006)
EEP #: ILF-2006-4424
Amount Paid: $27,848.00
Check Number : 129906
Q,1 V
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The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of t1lis payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Stream Credits Wetlands Credits Buffer I Buffer 11
CU (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Pasquotank 0 0 0 ]
0 1.5 0 0 0
03010205
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
Sincerely,
William D. Gilmore, PE
! Director ??D
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Morehead City
Harold Brady, Agent
Reston ... E ... Protect Our State
V?D
ID 2406
FKDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
OAT F
Ecosystem
- PROGRAM
INVOICE
September 22, 2006
DWQ#: 06-1151
USACE#: 2006-40547-292
Kent Jackson
Town of Apex
P O Box 250
Apex, NC 27502
Project: Apex Pcakway County: Wake
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205.
Stream 808 linear feet
Total amount of payment
S 232.00 = S 187,456.00
S 187,456.00
Please mail a check made payable to
"North Carolina Ecosystem Enhancement Program"
for the total amount to the address below.
NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc:- Cindy Karoly, DWQ-Wetlands/401
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
i q L5 V P ow M
ulI
OCT 2 2006
UENR - WATER QUALITY
WETLANDS A140 STORMWATER BRANCH
K"torlag... F ... Prot-" Oar .fta&
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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a?
40svvvstem
PROGRAM
July 27, 2006
Nikki Thompson
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Apex Peakway County: Wake
-D IJC? --R-- zD(j( 1151
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear

03030002 0 0 0 0 0 404 0 0
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1993.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
4-actrn D. Gilmore, PE
or
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh U 1 /7
Eric Kulz, D WQ-Raleigh m ? C? L 1 .I
File
JUL 3 2006
Prat", o?• r S?,,&& WETLFJ:DS N40S AND STOP TOR ?VPJER Ql; ER D` CDEN
TER 6R ? ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 3, 2006
Mr. Kent Jackson
Town of Apex
P.O. Box 250
Apex, NC 27502
Subject Property:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-1151
Wake County
Town of Apex - Apex Peak-way
Ut to Beaver Creek [030605, 16-41-10-(0.5), WSIV, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Jackson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 404 feet of perennial stream for the purpose of constructing the Apex Peakway
road project at the subject property, as described within your application date July 13, 2006, and received
by the N.C. Division of Water Quality (DWQ) on July 14, 2006, along with additional information
received by you on July 31, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows
you to use Nationwide Permit(s) 14 (NWP14) when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, and other regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream - perennial 404 (feet) PCN page 4 of 9
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state,nc.us/ncvvetlands
No thCarolina
Jl atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Town of Apex
Page 2 of 3
r,?E
August 3, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We understand
that you wish to make a payment to the Wetlands Restoration Fund administered by the NC
Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has been
determined by the DWQ to be a suitable method to meet the mitigation requirement. Until the EEP
receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office),
no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted at
[phone] if you have any questions concerning payment into a restoration fund. You have one
month from the date of this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the Wetlands Restoration Fund to meet the
following compensatory mitigation requirement:
Compensatory Mitigation
Required River and Sub-basin
Number
Stream 404 linear feet Cape Fear/03030002
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
.,r
Town of Apex
Page 3 of 3
August 3, 2005
6. Culvert Installation
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Town of Apex
Page 4 of 3
August 3, 2005
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-7914200.
Sipcgrely
- -%. V v
Alan W. Klimek, .E.
AWK/?m
Enclosures: GC 3404
Certificate of Completion
cc: Nicole Thomson, S&EC. P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Ilk
Filename: 061151 ApexPeakway(Wake)401
t Michael F. Easley, Governor
N_
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> LJw`,.O%; =i
t7 Alan W. Klimek, P.E. Director
Division of Water Quality
July 25, 2006
DWQ Project # 06-1151
Wake County
Town of Apex
Attn: Mr. Kent Jackson
PO Box 250
Apex, NC 27502
Subject Property: Apex Peakway
UT to Beaver Creek [030605, 16-41-10-(0.5), WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jackson:
On July 14, 2006, the Division of Water Quality (DWQ) received your application dated July 13,
2006 to impact 404 linear feet of perennial streams to construct the proposed Apex Peakway.
The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
NC EEP Acceptance Letter
Please provide a copy of the NC EEP's acceptance letter for the stream mitigation you
are requesting.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
401 Ovcrsight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htip://h2o,enr.state,nc.us/ncwetlands
Npae
Carolina
?turallil
An Equal Opportunity/Affirmative Action Employer- 50%Recycled/10%Post Consumer Paper
Town of Apex
Page 2 of 2•
July 25, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
S' serer
Cyndi Karoly, Supervisor
1 Oversight/Express Review Permitting Unit
CBK/asc
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Nicole Thomson, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road,
Raleigh, NC 27614
Filename: 061151ApexPeakway0Vake)On_11old

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
20061 1 5 1
July 13, 2006
S&EC Project # 6043.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Monte Matthews Attn: Cyndi Karoly
6508 Falls of the Neuse Rd., Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Apex Peakway
Apex, NC
On behalf of the owner, Town of Apex, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
precede under Nationwide Permit 14 and General Water Quality Certification 3404. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Apex Peakwa
Project Type Linear Road Project
Owner / Applicant Town of Apex
Count Wake
Nearest Town Apex
Waterbod Name UT's to Beaver Creek
Basin / Sub-basin 03-06-05
Index Number 1641-10-(0.5)
Class WS-IV; NSW
USGS Cataloging Unit 03030002
31?1 71
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L11?
'JUL i ?'. ZQQ6
r-I - W'k'MR GIUA fI Y
ilCllra-v +r?eU Jllnh„w u(4w wi" Greensboro Office:
Charlotte Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: . [phone] Fax: [phone]
IMPACT SUMMARY
Stream Impact (acres): 404 LF
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.037
Total Stream Impact (linear feet): 404 LF*
*Crossing #1 (NWP 14): 212 LF of perennial/important channel; Crossing #2 (NWP 14): 192 LF of
perennial/important channel
Attachments:
Pre-construction Notification (PCN) Application Fort
Agent Authorization Form
Vicinity Map
USGS Map
Soil Survey Map
Overall Site Map (I 1x17 for USACOE)
Overall Site Map (Full Size Sheet for DWQ )
Impact Maps (I IX17 for USACOE)
Impact Maps (Full Size Sheets for DWQ)
Roadway Typicals
Crossing Profiles
Town of Apex Transportation Plan Map
Stormwater Letter from Town of Apex
US ACOE Stream Quality Assessment Forms
NC DWQ Stream ID Forms
Picture exhibits of Stream crossing locations
$475 Application Fee to DWQ
Office Use Only: Form Version March 05
20061151
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information Jul., I 0 °
Name: Town of Apex
Mailing Address: Attn: Kent Jackson ?WETUtltlltt ??iir-?= irlTin PO Box 250
Apex, NC 27502
Telephone Number: 919-249-3377 Fax Number: 919-249-3407
E-mail Address: kentJackson(a)apexnc.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Nicole Thomson
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 4501 Clear Cut Court
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NThomsonga sandec.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Apex Peakway
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): This portion of the Apex
Peakway corridor is located between Olive Chapel Road and Salem Church Road in Alex,
NC. From Raleigh, take I-440 South to US 1 South: take NC-55 exit 95 to Apex/Fuquay-
Varina: bear right at East Williams Street: turn left onto South Salem Street: turn right onto
Cardinal Boulevard: the Apex Peakway begins at Cardinal Boulevard and extends North to
Olive Church Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7310 ON 78.8656 °W and 35.7281 ON 78.8653 °W
6. Property size (acres):-
7. Name of nearest receiving body of water: UT's to Beaver Creek (03-06-05: 16-41-10-(0.5);
WS-IV: NSW)
8. River Basin: Cape Fear (USGS Cataloging Unit 03030002)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.ne.us/admin/maps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The corridor for the Apex Peakway is mostly forested with a
few utility easements running perpendicular through the corridor. The surrounding land use
is primarily residential, with new residential subdivisions currently being constructed.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is to construct the Apex Peakway which will be a four-lane divided
roadway connecting South Salem Street to Olive Church Road in Apex, NC. Equipment
typical of linear road projects, including backhoes,_graders, etc. will used.
11. Explain the purpose of the proposed work: The purpose of the proposed Apex Peakwav is
to build a four-lane road that will service the proposed and existing residential developments
in the area. The Apex Peakwav has been part of the Town of Apex's Transportation Plan for
more than a decade, designed to meet the traffic needs of the rapidly growing population.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The jurisdictional drainages were delineated by S&EC in June of 2003.
The features were evaluated by Ms. Andrea Wade of the USACE in July of 2003. No permits
have been previously issued for this portion of the Peakway.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional permits are expected at this time for this portion of the Peakway.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 9

wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Crossing #1 (NWP 14): 212 linear
feet of perennial important stream channel for road crossing.
Crossing #2 (NWP 14): 192 linear feet of perennial important stream channel for road
Note: It has been our experience in the past, and after conversations with the US Ann
Corps of Engineers, that permitting each crossing under a separate NWP 14 is permissible.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: There are no
wetlands within the roadway corridor.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
m
or Average Impact Area of
Number Stream Name Type of Impact tte
Inter nter
mittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Crossing #1 UT to Beaver Creek Culvert Perennial +/- 4' 212 0.019
(NWP 14) (permanent)
Crossing #2
UT to Beaver Creek Culvert
Perennial +/- 4'
192
0.018
(NWP 14) (permanent)
Total Stream Impact (by length and acreage) 404 0.037
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Waterbody
Name Type of Waterbody Area of
Site Number
ap
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the vroiect:
Stream Im act acres : 0.037
Wetland Impact acres): 0
Open Water Impact acres): 0
Total Impact to Waters of the U.S. acres 0.037
Total Stream Impact linear feet : 404*
*Crossing #1 (NWT 14): 212 LF of perennial/important channel; Crossing #2 (NWP 14): 192 LF of perennial/important channel
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
There are no isolated waters within the subject corridor.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The purpose of the proposed
Apex Peakway is to build a four-lane divided roadway that will service the proposed and existing
Page 5 of 9
residential developments in the area, as well as providing direct access between Olive Church
Road and South Salem Street in Apex, NC. The proposed Apex Peakway has been part of the
Town's Transportation Plan for more than a decade. CurrentlX the only North/South connector
streets through this developed residential area are East and West Williams Street (NC 55) or
Kell Road SR 1163), which is approximately two miles away. This road corridor will consist
of an extension of Apex Peakway (off of Olive Church Road to the north), which is part of the
Amherst Subdivision and currently under construction, heading south to the extension of
Cardinal Road (off of Salem Church Road) which already exists. Additionally, the middle
portions of Apex Peakway will also include infrastructure currently under construction as part of
the Whitehall Manor subdivision.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
For impacts to perennial important stream channels, payment into the NCEEP is proposed to
satisfy the mitigation necessary for this project. An "in-lieu" fee request form has been
Page 6 of 9
submitted to NC EEP As soon as we receive the letter from NC EEP accepting mitieation,
our office will forward it to NC DWQ and the US ACOE.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Crossing #1 - 212 LF:
Crossing #2 - 192 LF• Total stream mitigation requested - 404 LF
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
Page 7 of 9
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* [-,.,p r e.N Multiplier ?.,r:.
3 (2 for Catawba)
1.5
Total 1 0 I I 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. As this project is proposed in the Cape Fear
River Basin, there are no protected buffers and therefore, there is no mitigation proposed.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. Although the impervious surface area for the road will exceed 30%, typically
stormwater devices for linear transportation projects are not required. This project will also comes with
the Town of Apex's Unified Development Ordinance (see attached letter from the Town of Apex).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
It is not anticipated that this project will generate any wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3 2002, version 1.6. While the proposed Apex Peakway is a "road on a new
location" which has the potential for growth-stimulating effects, the surrounding area has been
built upon or is currently being built upon. It is this "build-out" that has necessitated the
construction of this road. Additionally, the proposed Apex Peakway is within the Town of
Apex's Extraterritorial Jurisdiction Area (ETJ) and as such is subject to the Un fed Development
Ordinance which has provisions within to prevent the degradation of downstream water quality
due to development. We anticipate that you will advise us if a qualitative or quantitative impact
analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
%plicant/,O(gent's,Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: 7-0,-VN oy AgF'r
Address: Q,a. 8ox 2so
Ame }vC. z;7-
-4z-Phone: q 1 q • - 4q. a-sl7

Project NameMescription: Arpx gv=-A?-wA7
Date: Zct -3uh c 2
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn iADVATE MAMA EtOs
Field Office: ?,4L lE 1 (x 1•t
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
S&EC Project # (004 3 . W 2
I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, ctc. from this day forward. The A 9 day of -J'v NF- Zooto
This notification supersedes any previous correspondence concaving 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 S&EC staff. You should call S&EC to arrange a ite meeting prior to
visiting the site. 1
1 I i1
-1?EU? Ja?c,tcw,? .?vv?,
Print Property Owner's or Municipal Official's Name Pro y Owner's or Municip ciaFs Signature
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
cc: W. Scan Clark
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office:
236 LcPhillip Court, Suite C 3817-E Lawndate Drivc
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
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Project Number: Map Title:
6043 . W2

VICINITY MAP
Project Manager:
NT APEX PEAKWAY Soil & Environmental Consultants, PA
7614
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NC 2
Scale: Wake County, NC aven
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(919) 84615900 -(919) 84694
67
Not to Scale Web Page: www.SandEC.com
Date: Source:
07/1 31OG TOWN OF APEX
Project Number:
6043 . W2
Project Manager:
NT
5ca l e:
I" = 2000'
Date:
07/13/OG
Map Title:
U5GS MAP
APEX PEAKWAY
Town of Apex
Wake County, NC
Source:
Apex Quadrangle
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] •[phone]
Web Page: www.SandEC.com

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Project Manager: 501L SURVEY MAP
NT APEX PEAKWAY ; Soil & Environmental Consultants, PA
Town of Apex 11010 Raven Ridge Rd.- Raleigh, NC 27614
`kale: Wake County, NC [phone] • (919) 8413-9467
I " = 1320' Web Page www SandEC coin
Date: Source:
07/ 1 3/OG Wake Co. Soil Survey
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Project Number: Map Title:
6043.W2
TOWN OF APEX

Project Manager:
TRANSPORTATION PLAN
NT APEX PEAKWAY Soil & Environmental Consultants, PA
Rid
- Ralei
h
NC 27614
11010 R
Rd
Scale: Wake County, NC ge
g
,
aven
.
[phone] • [phone]
Not to Scale Web Page: www.SandEC.com
Date: Source:
07/ 13/06 TOWN OF APEX
TOWN OF APEX
PAGE 02/02
gownol ZV9??
July 12, 2006
P. O. Box 250
APEX. NORTH CAPOL114A 27502
Nikki Thomson
Soil & Environmental Consultants, PA
I 1010 Raven Ridge Road FILE COPY
Raleigh, NC 27614
Subject: Apex Pcakway StormwatcrResponsibilities
Dear Ms. Thomson,
The Town of Apex (TOA) will ensure that stormwatcr which originates within or passes through
the public rights-or--way (Apex Peakway) will be conveyed through a maintained public drainage .
casement to the point of discharge.
Future development that occurs as a result of this project shall meet strict stormwatcr
requirements set forth in Section 6.1 Watershed Protection Overlay Districts found in the TOA Unified
Development Ordinance. Engineered stormwatcr control structures which meet NCDENR BMP design
criteria are required in developments where the built-upon area exceeds 12 percent. These structures will
ensure that the post-development peak stormwater runoff rate will not exceed that of the pre-development
condition for the 1-yr mid 10-yr, 24-hour storm events. Also, the storrnwater runoff from the first one
inch of rainfall shall be collected and held above the permanentpool within these structures.
In addition, the TOA administers it riparian buffer program for intermittent and perennial streams
with 50 and 100 foot buffer widths, respectively. Furthermore, no development is allowed within the
100-year floodplain. For more informatiorl regarding mitigation of secondary and cumulative impacts,
please rcfer to the TOA Secondary and Cumulative Impacts Master Mitigation Plan located on the TOA
website at http:/lwww.apexnc.ornlde tsl I i lan,cfin.
If you have any questions, or if I may be of further assistance, please do not hesitate to contact
me at 249-3413.
Sincerely, ® n --
Michael S. Deaton, PE
Environmental Programs Manager
Attachments
Cc: Tim Donnelly, PE
Kent Jackson, PE
Scan A. Dolle, PE - Jones, Cnossen & Dolle Engineering, PLLC
PP -Y
p Z
a.. v
pry c A?
USACE AID#
DWQ#
Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET _?
M
Provide the following information for the stream reach under assessment:
1. Applicant's name: lRo m b r AQ E k
3. Date of evaluation: (r2. 30 •O(0
5. Name of stream: _L. T 'TD 7V6iAV F Q f'-f E
7. Approximate drainage area: 7
9. Length of reach evaluated:- 4- DD Fl
11. Site coordinates (if known): prefer in decimal degrees.
2. Evaluator's name: N. -r SO . G-A
4. Time of evaluation: It AM
6. River basin: t'APE FF-At2 .
8. Stream order:- 2- ab
10. County:- W A K 1
12. Subdivision name (if any): 1 /h
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
1
Method location determined (circle): GI'S Topo Sheet Octho (Aerial) Photo/GIS Other G[S Other ?AF -VI 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
i • • w c. r rw c.rt ^ ? ? o l? 17t O P
? u?L 'R? ?S V ? ? a M ->rn w fc.ST vr u.17t! U ? 5 ?M E T 'ta C ?'t"
14. Proposed channel work (if any):_.?????? GgD?ICO".?[?.zGe?
15. Recent weather conditions: CAI f11' NEi4V l? ? ?E1.I ?je? 1.? N?? ??Drr'
16.,S?i£?on/d?,t?ions?at t_ ilm?of visit: Ct.E ?Q??ju??, }?T ? ? V I D ?'.A1L? DF I+lCrtk Flows F12n1?-?
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed _L (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES (SD:) If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YE, NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 1-51/6 Residential _% Commercial _% Industrial _% Agricultural
Lb % Forested _% Cleared / Logged Other( V'n t,1 XY EASCAUIE
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight -Occasional bends Frequent meander -Very sinuous -Braided channel
Instructions for completion of `vrksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Evaluator's Signature ? A ?, Date 630-6(0
This channel evaluation form is intende to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
S;TRF, AM QUALITY ASSESSMENT WORKSHEET
i L +5a 1
# CIIARACTERISTICS F.COREGION POINT RANGE
- SCORE
Coastal Piedmont Mountain
I Presence of flow / persistent pools in stream L

(no flow or saturation = 0; strong flow = max points) 0-5 0-4 0-5 l
2 Evidence of past human alteration

extensive alteration = 0; no alteration = max points) 0-6 0-5 0-5
3 Riparian zone

(no buffer = 0; contiguous, wide buffer = max points) 0-6 o-4 0-5
4 Evidence of nutrient or chemical discharges

extensive discharges = 0; no discharges = max points) 0-5 0-4 0-4
5 Groundwater discharge
U (no discharge = 0; springs, seeps, wetlands, etc. = max points) 0 - 3 0 - 4 0 - 4
6 Presence of adjacent floodplain
(no flood lain = 0; extensive flood lain = max points) 0-4 0-4 0-2
x Entrenchment / floodplain access
a' (deeply entrenched = 0; frequent floodipg = max points) 0-5 0-4 0-2
8 Presence of adjacent wetlands

no wetlands = 0; lar -,e ad'accnt wetlands = max Dints) o-6 0-4 0-2
3
Channel sinuosity
-(extensive channelization = 0; natural meander= max points) 0-5 0-4 0- 3 3
10 Sediment input
extensive deposition= 0; little or no sediment = max points) 0-5 0-4 0-4
11 Size & diversity of channel bed substrate *

(fine, homogenous = 0; late, diverse sizes = tnax points) _ NA 0 -4 0 -5
/
12 Evidence of channel incision or widening
(deeply incised = 0• stable bed & banks = max points) 0-5 0-4 0-5
,
13 Presence of major bank failures

a
_ (severe erosion = 0; no erosion, stable batiks = max points) 0-5 0-5 0-5
14 Root depth and density on banks
L.4 (no visible roots = 0; dense roots throughout = max points) 0 - 3 0 - 4 0 - 5
15 Impact by agriculture, livestock, or timber production r

_-----
-
(substantial impact =0; no evidence = max points) _ 0-5 0-4 0-5 L
l G Presence of riffle-pool/ripple-pool complexes

E r
(no riftles/ri Ics or Dols = 0; well-developed = max points) 0- 3 0- 5 0- 6
H
,,,, 17 habitat complexity
(little or no habitat -- 0; frequent, varied habitats = max points) 0
- G
0-6
0-6

3
I8 Canopy coverage over streambed
x
no shading vc ctation = 0; continuous canopy = max points)
0-5
0-5
0-5
19 Substratecmbeddedness _

_
(deep( embedded = 0; loose structure = max) NA* 0-4 0-4

20 _
Presence of stream invertebrates (see page 4)
?

(tin evidence = 0; common, numerous types = max p 0-4 0-5 0-5
3
O 21 Presence of amphibians

a
(no evidence = 0; common, numerous types = max points) 0-4 0-4 0-4
22 Presence of fish
(no evidence = 0; common, numerous types = max points)
0-4
0-4
0-4

O
23 Evidence of wildlife use

(no evidence = 0; abundant evidence = max points) 0-6 0-5 0-5
Total Points Possible 100 100 100
'T'OTAL SCORE (also enter on first page) to (p

,... ?. ..."!"?w1.3uw .AC. 11UL asbCSSCU In Coastal sireams.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: (0 • V p (? Project: AP V, Latitude:
Evaluator: ?• vM Site: z4t5v C? Longitude:
Total Points: Other
Stream is at least intermittent County: w? L e.g. Quad Name:
if z 19 or perennial it z 30 r?
A. Geomorphology Subtotal = S Absent Weak Moderate Strong
1'. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2
3. In-channel structure: riffle-pool sequence 0 1 2
4. Soil texture or stream substrate sorting 0 1 2
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 4 1 2 3
9' Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1
13. Second or greater order channel on existin
USGS or NRCS map or other documented
evidence.
No = 0
Yes
' Man-made ditches are not rated; see discussions in manual
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines)
19. H dric soils (redoximorphic features) present? 0 0.5
No = 0 1
Yes =

20°. Fibrous roots in channel 2 1
21 . Rooted plants in channel 2 1 0
22. Crayfish 0.5-1 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 1.5
27. Filamentous algae; periphyton 0 1 3
28. Iron oxidizing bacteda/fungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL =1.5 SAV = 2.0; Other 0
" Items 20 and 21 focus on the presence of upland plants, Item Z8 focuses on the presence of aquauc ur wcuw iu Nwi iw.
Sketch:
Notes: (use back side of this form for additional notes.)
USACE AID# DWQ # Site # (indicate on attached snap)
ff.. F. In STREAM QUALITY ASSESSMENT WORKSHEET
eL SO3l +o0
Provide the following information for the stream reach under assessment:
1. Applicant's name:
3. Date of evaluation: LP ' 30 • 0 Q6
5. Name of stream:-- LAT f AV E9_ Uak
7. Approximate drainage area: 7
9. Length of reach evaluated: ti 100 F T
11. Site coordinates (if known): prefer in decimal degrees.

2. Evaluator's name: H. 77f?D?45fw AlAir
4. Time of evaluation: I I3'OAM
6. River basin: CAPF, FC.A2
8. Stream order: 2A1(---,
10. County: w A K
12. Subdivision name (if any): Al 1.4
Latitude (ex. 34.872312): Longitude (ex. -77.556611):
bOtL. Ra/tLIRrK»vvl0054
Method location determined (circle): GPS <o Shee Ortho (Aerial) Photo/GIS Other GIS Othcr DreJ 1ffzV1 11196rzq
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): A ft k ' _*)
0
S.D• 70 WEST
..-• .v .-.rya. -1v srv-.
4. Proposed channel work (if any): 0-ul- /eR."1" t;tzli, t4zo sw r)
15. Rec nt ea her co ditions: CUAre , S? a uy r 13gb= ` CV 1 J5 er CF NI CrN Fto WS F2 o M ftdC tYr
AsAf I 1#4 n
16. Site conditions at time of visit: ?A/L t1upAiy W01-
17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed J(I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES (I_ If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? aP NO 20. Does channel appear on USDA Soil Survey? (ZJ NO
21. Estimated watershed land use: Residential % Commercial % Industrial _% Agricultural
LP?_% Forested _% Cleared / Logged _5? % Odter (V TI LIZU 4 /AMS
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: -Flat (0 to 2%) -AGentle (2 to 4%) -Moderate (4 to 10%) -Steep (> 10%)
25. Channel sinuosity: Straight -Occasional bends Frequent meander -Very sinuous -Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate forni used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): U,15 - Commcnts: xk C. 5-1 . y rA--. -L)WO
Evaluator's SignatureT Date /p &P
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06103. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET

#
CHARACTERISTICS ECOREGION POIN T RANGE
- SCORE
Coastal Piedmont Mountain
I Presence of flow / persistent pools in stream f

(no flow or saturation= 0; strong flow= max points) 0-5 0-4 0-5
,
2 Evidence of past human alteration
(extensive alteration = 0, no alteration = max points) 0-6 0-5 0-5
3 Riparian zone

no buffer = 0; contiguous, wide buffer = max points) 0-6 0-4 0-5
3
4 Evidence of nutrient or chemical discharges
(extensive discharges = 0; no dischar es = max points) 0-5 0-4 0-4
5 Groundwater discharge 0-3 0-4 0-4
3
(no discharge = 0; springs, seeps, wetlands, etc. = triax points)
6 Presence of adjacent floodplain

no flood lain = 0; extensive flood lain = max points) 0-4 0-4 0-2
S
7 Entrenchment / floodplain access
dec ly entrenched _ 0; frequent flooding =
max points)

0-5

0-4

0-2 3
8 Presence of adjacent wetlands
no wetlands = 0; lar c adjacent wetlands = mak points 0-6 0-4 0-2
0
9 Channel sinuosity

(extensive clnannelization = 0; natural meander = max points) 0-5 0-4 0-3
3
10 Sediment input
extensive deposition= 0; little or no sediment = max points) 0-5 0-4 0-4 3
Size & diversity of channel bed substrate *
11 ,
(tine, homogenous = 0; large, diverse sizes = max points) NA 0-4 0 - 5

12 Evidence of channel incision or widening
0-5
0-4
0-5
F (deeply incised = 0; stable bed R batiks = max points)
13 Presence of major bank failures'

_ (severe erosion = 0; no erosion, stable batiks = max points) 0-5 0-5 0-5
H 14 Root depth and density on banks
0-3
0-4
0-5
(no visible roots = 0; dense roots throw bout = max points)

15 Impact by agriculture, livestock, or timber production

(substantial impact =0; no evidence = max points) 0-5 0-4 0-5

16
Presence of riffle-pool/ripple-pool complexes ____

(no riffles/rip lcs or ools = 0; well-develo ed = max points) 0-3 0-5 0-6
H 17 habitat complexity
(little or no habitat = 0; frequent, varied habitats = max points) 0- 6 0- 6 0- 6 ?-'

18
Canopy coverage over streambed

0-5 _

0-5

0-5
no shading vc *ctation = 0; continuous canoe = max points)
19 Substrate embeddedness NA* 0-4 0-4
Z

dee ly embedded = 0; loose structure = max) ,

20
Presence of stream invertebrates (see page 4)

0-4 _

0-5

0-5

3
(no evidence = 0; common, numerous types = max points)
21 Presence of amphibians

0
(no evidence = 0;-connnnon, numeroes = max points)
_ 0-4 0-4 0-4
O 22 ___
Presence of fish
(no evidence = 0; common
numerous t
es
= max
i
t
0 - 4
0 - 4
0 - 4
t
,
yp
.
po
n
s
23 Evidence of wildlife use 0-6 ? 0-5 0-5
(no evidence = 0• abundant evidence = max points)

Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page)
hose characteristics are not assessed in coastal streams.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: G v • l-) to Project: fx ?EAr KwA Latitude.
Evaluator: .-rte e Site: V.. 31.1-00 i4- Longitude:
Total Points: Other
Stream is at least intermittent County: w ??,/ c e.g. Quad Name:
if z 19 or erennial if z 30 5 1 Ad ??-C, A. Geomorphology (Subtotal= Absent Weak Moderate Strong

1'. Continuous bed and bank 0 1 2
2. Sinuosity 0 1 (Z? 3
3. In-channel structure: riffle-pool sequence 0 1 2
4. Soil texture or stream substrate sorting 0 1 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 0 1 2
7. Braided channel 0 1 2
8. Recent alluvial deposits Q 1 2
9' Natural levees 1 2 3
10. Headcuts 1 2
11. Grade controls 0 0.5 1
12. Natural valley or drainageway 0 0.5 1 1.
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes
- Man-made ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2 3
16. Leaflitter 5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.
19. H dric soils (redoximorphic features present? No = 0 Yes 50-1.
C. Bioloov (Subtotal = 12 • S 1
20b. Fibrous roots in channel 2 1 0
21 . Rooted plants in channel 2 1 0
22. Crayfish 0 0.5-1 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 1 1.5
25. Amphibians 0 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1.5
27. Filamentous algae; periphyton 0 1 2
28. Iron oxidizing bacteria/fungus.
- 0 0.5 1 1.-57>-
9V . Wetland plants in streambed
2 FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other 0
items zu and zi focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

i

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® Soil & Environmental Consultants, PA.
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
July 31, 2006
S&EC Project #6043.W2
DWQ Project #06-1151
Department of Environment and Natural Resources
Division of Water Quality
Attn: Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: NC Ecosystem Enhancement Program (EEP) mitigation acceptance letter for the
Apex Peakway, Apex, Wake County, NC
Dear Mr. McMillan:
Attached, please find a copy of the mitigation acceptance letter from EEP for the above
mentioned project.
Please call if you have any questions or require further explanation.
Sincerely, //
/ Nicole Thomson
Environmental Specialist
Attachment: EEP acceptance letter for Apex Peakway
IL J
Xll
„ - 2006
rcRB,2",?,G
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
UU 10. Lu rnVL*J-lintvn =_r y1y'l1b2ou1 T-069 P01 U-596
:11. ji
ERaOiTie?m"'(eht
PROD AM
July 27, 2006
Nikki Thompson
S&1:C
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Apex Peakway County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is tho responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin 'W'etland
Cataloging (Acres)
Unit
Cape Fe... I
nininnn-% t)
Stream Buffer Buffer
(Linear Feet) Zone 1 zone 2
(Sq. Ft.) (Sq. Ft.)
Cold Cool Warm
0 0 404 0 0
Upon receipt of payment, NCEEP will take responsibility for providing the compensatory mitigation for the permitted
impacts up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and
amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification,
and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the
N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
ce: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
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North Carolina Ecosystem Enhancoment Program, 1652 Mail Service Center, Raleigh, NC 27609-1652 / 919-715-0476 / www.nceep.net
DWQ# 1`'qo < < S 1 Date Who Reviewed: ?v
Plan Detall7ncomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwat goutfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avolddnce.and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the. or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
?. This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. .
Other
? . The application fee was insufficient because over 150 feet of stream and/or over 1 acre otwctland'impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application. -
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information:
? Please submit electronic CAD files showing via email to [e-mail] and CD::
Mitigation
? of compensatory mitigation is required for this project. ' Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

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12096 07132006 Invoice 07/13/06 6043.W2 Permit Application
Date: 7/13/2006
[lance
$475.00
Check Number
Check imt:
Discount
$0.00
001300
1300
$475.00
Pay Amount
$475.00
NOTES:
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I . ALL MATERIALS AND MEft10D5 OF CONSTRUCTION St1ALL BE IN ACCORDANCE WIThi TOWN OF APEX J ,
AND NCDOT STANDARDS AND SPECIFICATIONS. Z J
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2. BOUNDARY AND RfG11T-OF-WAY INFORMATION TAKEN FROM SURVEY BY ELINGBURG LAND SURVEY MMA Y. ~ ~ o-
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3. TOPOGRAPHIC INFORMATION St10WN ON THE OVERALL PIAN IS TAKEN FROM WAKE COUNIY GIS a Z
INFORMATION FILES. ELEVATIONS PROVIDED IN PROFILE VIEWS ARE TAKEN FROM FfELD SURVEY
INFORMATION PROVIDED BY ELINGBURG LAND SUVtY CO., INC. Z W
4. Th15 SECTION OP THE APEX PEAKWAY DOES NOT TRAVERSE ANY NEUSE RIVER BUFFERS OR FEMA
FLOOD FLAWS. Th15 PROJECT IS LOCATED IN THE CAPE FEAR DRAINAGE BASIN. THE BUFFERS SF10WN
ALONG EXISTING DRAINAGE FEATURES ARE TOWN OF APEX REQUIRED BUFFERS. NO OTHER DRAINRGEWAY
BUFFERS ARE REQUIRED.
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lOb W. CHATHAM ST.
P. 0. BOX 1062
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NOTE5:
1 . ALL MATERIALS AND METHODS OF CONSTRUCTION SMALL BE IN ACCORDANCE WITH TOWN OF APEX
AND NCDOT 5TANDARD5 AND SPECIFICATIONS.
2. BOUNDARY AND RIGHT-OF-WAY INFORMATION TAKEN FROM SURVEY BY ELINGBURG LAND SURVEY
CO., INC.
3. TOPOGRAPHIC INFORMATION :5HOWN ON THE OVERALL FLAN 115 TAKEN FROM WAKE COUNTY GIS
INFORMATION FILES. ELEVATIONS PROVIDED 1N PROFILE VIEWS ARE TAKEN FROM FIELD SURVEY
INFORMATION PROVIDED BY ELINGBURG LAND 5UVEY CO., INC.
4. TH15 SECTION OF THE APEX PEAKWAY DOE5 NOT TRAVERSE ANY NEU5E RIVER BUFFERS OR FEMA
FLOOD PLAINS. THIS PROJECT 15 LOCATED IN THE CAPE FEAR DRAINAGE BASIN. THE BUFFERS SHOWN
ALONG EXISTING DRAINAGE FEATURES ARE TOVV'N OF APEX REQUIRED BUFFERS. NO OTHER DRAINAGEWAY
BUFFERS ARE REQUIRED.
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STREAM. CLASS I FI CATI ON - PERREN I AL STREAM
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106 W. CHATHAM ST-
P. O. 13OX 1062
A" -X. NC 27502
(9i9) 387-1174
FAX: [phone]
LAND DEVELOPMENT
ENGINES UG
LAND PLANNING
CONSTRUCTION
MANAGEIMENT
1'=20 1 SAD
JUNE 18, 2000
Q23= Kw. CULVERTS
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106 W. CHATHAM ST-
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(9i9) 387-1174
FAX: [phone]
LAND DEVELOPMENT
ENGINES UG
LAND PLANNING
CONSTRUCTION
MANAGEIMENT
1'=20 1 SAD
JUNE 18, 2000
Q23= Kw. CULVERTS
711 ZVG ADD LA8EL5
SC -2
0472