20060316 Ver 1_COMPLETE FILE_20060322

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 22, 2006
DWQ Project # 06-0316
Wake County
Mr. Jay Wiseman
Triangle Town Center, LLC
2030 Hamilton Place Boulevard, Suite 500
Chattanooga, TN 37421
Subject Property: Triangle Town Center Sewer Extension
Perry Creek [030402, 27-25-(2), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Wiseman:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 21.5 linear feet of intermittent stream (temporary impact) and 5,844.7 square
feet (ft) of protected Zone 1 Neuse River basin riparian buffer and 9,828.6 square feet (ft) of protected
Zone 2 Neuse River basin riparian buffer as described in your application dated February 24, 2006, and
received by the Division of Water Quality (DWQ) on February 27, 2006, with more information received
on March 3, 2006, for the purpose of providing sanitary sewer facilities to the Triangle Town Center, in
Raleigh, North Carolina. After reviewing your application, we have decided that the impacts are covered
by General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to
use Nationwide Permit(s) NW 12 when issued by the US Army Corps of Engineers (USACE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 213 .0233. 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, and Non-discharge 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 CA111A 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 2H .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:
NorthCarolina
401 Oversight/Express Review Permitting Unit Aaturalllf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemct: http:/ih2o.cnr.st-,1e nc.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper
Triangle Town Center, LL01
Page 2 of 5
March 22, 2006
Amount Approved Units Plan Location or Reference
Stream - intermittent (temporary) 21.5 linear feet PCN page 8 of 13
Buffer -Zone 1 5,844.7 (square ft. PCN page 11 of 13
Buffer - Zone 2 9,828.6 (square ft. PCN page 11 of 13
2. 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.
3. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
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;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 213.0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
i
T
Triangle Town Center, LLC
Page 3 of 5
March 22, 2006
7. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
8. Construction Stormwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at hup:Ah2o.enr.state.ne.us/su/Forms Documents.htm.;
9. 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:
Impact Compensatory
Mitigation Required River and Sub-basin
Number
Buffers 17,534 square feet Neuse - 03020201
10. 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,
Triangle Town Center, LLC i ,
Page 4 of 5
March 22, 2006
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/Yin
Enclosures: GC 3374
Certificate of Completion
cc: Tyler McEwen, Kimley-Horn and Associates, Inc., 3001 Weston Parkway, Cary, NC 27513
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sinc ly,
Alan W. Klimek, P.E.
Filename: 060316TriangleTownCcnterSewerExt(Wake)401 _NBR
K19 KimleyHorn
E and Associates, Inc,
Transmittal
0In-©13 1L 0
Z006 P.O. Box 33068
MAR 3 Raleigh, North Carolina
27636-3068
- VJAT ER QUALITY
vDS no STORk. MATER EV"CH TEL [phone]
FAX [phone]
Date: March 6, 2006 Job Number: 011352015
Project Name: Triangle Town Center Sanitary Sewer Extension
To: Cyndi Karoly
Division of Water Quality
401/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650 -
We are sending these by
F-1 U.S. Mail ® FedEx El Hand Delivery
F-1 Other
We are sending you
? Attached El Under separate cover via the following items:
? Shop drawings [I Prints/Plans El Samples El Specifications El Change Orders
E Other Nationwide 12 Permit Application
Copies Date No. Description
1 03/08/2006 Cover Letter
1 03/08/2006 Application Fee
These are transmitted as checked below:
El For your use El Approved as submitted El Resubmit El Copies for approval
E As requested El Approved as noted E Submit El Copies for distribution
El For review and comment El Returned for corrections ? Return El Corrected prints
Remarks:
Copy to: File
o L \19 I-
DE1.R
IENd
Signed: Tyler McEwen
Kimley-Horn
O and Associates, Inc.
???GOG1Ca
March 8, 2006
(ter ??
13
P.O. Box 33068
Raleigh, North Carolina
27636.3068
Cyndi Karoly
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Nationwide 12 Permit Revision (DWQ 06-0316)
Triangle Town Center, LLC
Triangle Town Center Sanitary Sewer Extension
Raleigh, Wake County, North Carolina
Dear Ms. Karoly:
On behalf of our client, Triangle Town Center, LLC, Kimley-Horn and
Associates, Inc. (KHA) submitted a Nationwide 12 permit for 21.5 linear feet of
temporary perennial stream impacts. KHA also submitted an application to
NCDWQ for approval to impact 5,844.4 square feet of zone 1 riparian buffer and
9,828.6 square feet of zone 2 riparian buffer on February 24, 2006 (DWQ 06-
0316). On February 27, 2006 the project was put on hold due to a lack of the
required permit application fee. Attached is the required permit application fee.
Thank you for your assistance with this matter. If you have any questions, please
contact me at [phone].
Very truly yours,
KIMLEY-H RN D ASSOCIATES, INC.
Tyl c wen
E ronmental Scientist
g[R@g- flrag
MAR 3 2006
?NETLA49 AND TORP AQUALITY
TER BRANCH
0
TEL [phone]
FAX [phone]
Oc'0 W A ??G
p ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Triangle Town Center, LLC
Attn: Jay Wiseman
2030 Hamilton Place Blvd Suite 500
Chattanooga, TN 37421
Subject Property: Triangle Town Center: Sewer Extension
Dear Mr. Wiseman:
February 28, 2006
Wake County
DWQ 06-0316
On February 27, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application for a 401 Water
Quality Certification in Wake County, North Carolina. Your project has been placed on hold for the following reason:
1. Lack of permit application fee
In accordance with North Carolina General Stature Section 143-215.3D(e), any request for written concurrence for a
401 Water Quality Certification must include the appropriate fee. Under Water Quality Certification #3374 (NW12),
impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 2B.0233, .0259, .0250 and .0243.
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all
401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is $475.
In order for DWQ to begin review and process your request, you must send a check in the appropriate amount made payable
to the N.C. Division of Water Quality. Please reference the above DWQ # in all future correspondence.
Your project will remain on hold until all the permit criteria are met. Please reference the above DWQ number when
responding. If you have any questions, please contact Ian McMillan or me in the Central Office in Raleigh at (919) 733-
1786.
Sincerely,
Cyndi Karoly
CKB/1'd
cc: Tyler McEwen, Kimley-Horn and Associates, Inc., PO Box 33068, Raleigh, NC 27636-3068
File Copy
Central Files
06-0316 Triangle Town Ctr Sewer(Wake)_Fee
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.naus/ncwctlands)
Customer Service 4: 1-877-623-6748
A M NA
20'r)^00316
Kimley-Horn ? \\j? P.O. Box 33068
Raleigh,
636 3068rth Carolina
n and Associates, Inc. 27
`I 1 QG6 TEL [phone]
C ?
1 f FAX [phone]
Transmittal Utit,(t- DSSO ? FNAS C ,1;GH
YiEu`0'
Date: February 24, 2006 Job Number: 011352015
Project Name: Triangle Town Center Sanitary Sewer Extension
To: Division of Water Quality
401/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
We are sending these by
? U.S. Mail
? Other
® FedEx
? Hand Delivery
We are sending you
? Attached ? Under separate cover via the following items:
? Shop drawings ? Prints/Plans ? Samples ? Specifications ? Change Orders
® Other Nationwide 12 Permit Application
Conies Date No. Descrintion
7 02/24/2006 Pre-construction Notification Application
7 02/24/2006 Agent Authorization Form
7 02/24/2006 Figures 1-7
7 02/24/2006 1 ACOE Routine Wetland Determination Forms
7 02/24/2006 1 DWQ Stream Identification Form
7 02/24/2006 1 Plan View and 1 Profile View Drawings
7 02/24/2006 Cover Letter

These are transmitted as checked below:
? For your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ® Submit ? Copies for distribution
® For review and comment ? Returned for corrections ? Return ? Corrected prints
Remarks:
Copy to: File Signed: Tyler McEwen
KimleyHorn
and Associates, Inc.
February 24, 2006 °
P.O. Box 33068
Raleigh, North Carolina
27636-3068
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Iq 0dco
Re: Nationwide 12 Permit Submittal
Triangle Town Center, LLC FEB 2 7 2006
Triangle Town Center Sanitary Sewer Extension
Raleigh, Wake County, North Carolina DENR - WATER QUALITY
ti'OLA OS AND STORIMATER BRANCH
Dear Division of Water Quality:
On behalf of our client, Triangle Town Center, LLC, Kimley-Horn and
Associates, Inc. (KHA) completed a jurisdictional wetland and stream
delineation of the Triangle Town Center sanitary sewer extension (originating
south of Sumner Boulevard, and terminating south of Sumner Boulevard, east of
Dick's Sporting Goods) (Figure 4) in Raleigh, NC, on January 20, 2006. KHA,
on behalf of Triangle Town Center, LLC, is submitting a Nationwide 12 permit
for the 21.5 linear feet of temporary perennial stream impacts, 5,844.4 square feet
of Zone 1 riparian Impacts, and 9,828.6 square feet of Zone 2 riparian impacts.
Attached for your review is a vicinity map, a USGS 7.5-minute topographical
map, a soils map, a sewer alignment map, a stream and riparian impacts map, a
DWQ Stream Identification Form, a USACE Routine Wetland Determination
Form, an Agent Authorization Form, as well as a cross-sectional view and plan
view drawings of the proposed sewer extension.
Thank you for your assistance with this matter. If you have any questions, please
contact me at [phone].
Very truly yours,
KIMLEY-HO AND ASSOCIATES, INC.
TTC
mental Scientist
E
13
TEL [phone]
FAX [phone]
a[E@E
FE9 2 7 20G6
Office Use Only' DENR - WAT tit UUi,Li Y
VEitM03PtiDSTO WNATERERNN Form Version March 05
16
USACE Action ID No. DWQ No.
_1•__1.1_11 111T/A 11\
(1f any particular item is not appueanie to uus proleCL, PIUU5e e111e1 iv Vl nFY,i%avlc vA I- J
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: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Triangle Town Center LLC - Mr. Jay Wiseman
Mailing Address: 2030 Hamilton Place Blvd. - Suite 500
Chattanooga TN 37421
Telephone Number: 800.333.7310 Fax Number:
E-mail Address:
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: Tyler McEwen
Company Affiliation: Kimley-Horn and Associates Inc.
Mailing Address: 3001 Weston Parkway
Cary, NC 27513
Telephone Number: 919.677.2104 Fax Number: 919.677.2050
E-mail Address: tyler mcewen[a kmley-horn.com
Updated l l/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps 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: Triangle Town Center Sanitary Sewer Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): 1726690059
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From US Interstate 440,
take Capital Boulevard/US Highway 1 North exit. Travel north on Capital Boulevard and
take a right onto Sumner Boulevard. The project study area is located east of Dick's
Sporting Goods and east of the adiacent pond.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8621 ON 78.5740 °W
6. Property size (acres): 5.5
7. Name of nearest receiving body of water: Perry Creek
8. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The majority of the parcel is a jurisdictional open water
(pond) This pond was constructed to meet 401 stormwater requirements. Rip rap covers the
western slope of the pond the northern area of the pond near the existing manhole and two
Updated 11/1/2005
Page 6 of 13
72 inch pond outfall culverts are situated and rip rap also covers the stream which flows into
the project study area from the east
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed sewer alignment will be open-cut using a backhoe. The sewer line will be
inserted and the trench will be filled and graded to pre-construction grade. The proposed
sewer easement will be reve etated
11. Explain the purpose of the proposed work: This sewer extension is a condition of sale for
the two parcels to the south and east of the project study area. The proposed sewer extension
will provide sewer facilities to parcels to the east and south. _
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. This parcel has had previous construction associated with the Triangle
Town Center.
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.
The sewer extension was a condition for sale of the two out parcels to the south. The aPplicant
no longer owns or controls those parcels -
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
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.
Updated 11/1/2005
Page 7 of 13
1. Provide a written description of the proposed impacts: The proposed sewer line extension
will perpendicularly cross one unnamed tributary to Perry Creek. The UT to Perry Creek will be
temporarily impacted during construction and graded to pre-construction grade.
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,
se aratelY list im acts due to both structure and floodin .
E
Wetland Impact
Site Number
(indicate on map) r_

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: <0.1 acre
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
mint he inrhtded Tn calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Intermittent?
? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 UT to Perry Creek Temporary Intermittent 3 feet 21.5 0.001
Total Stream Impact (by length and acreage) 21.5 0.001
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 -vrgVgt;nn dreduinu_ flnndinQ- drainaee. bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 13
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .001
Wetland Impact (acres):
Open Water Impact (acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 21.5
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The sewer extension is a
condition of sale for two adjacent properties (PIN's 1726581771 & 1726585352). Potential
impacts have been avoided by routing the sewer extension in a clockwise fashion. If the
proposed sewer extension was routed around the pond in a counter-clockwise manner, the
extension would impact a perennial stream. The current alignment impacts the intermittent
stream within a previously impacted area The stream has a rip rap channel within the property
boundary from construction to the existing pond. The impacts to the riparian buffer will be
minimal due to previous impacts to the buffer. Currently the buffer primarily consists of
herbaceous vegetation Construction outside of the buffer would result in a loss of forested area.
Updated 11/1/2005
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
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.
Proposed riparian buffer mitigation is payment into the Riparian Buffer Restoration Fund.
No other mitigation is anticipated
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.ne.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 17534.1
Amount of Riparian wetland mitigation requested (acres): N/A
Updated 11/1/2005
Page 10 of 13
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
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
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5844.7 3 (2 for Catawba) 17534.1
2 9828.6 1.5 0
Total 15673.3 17534.1
* Zone 1 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
Updated 11/1/2005
Page 11 of 13
within 15A NCAC 213 .0242 or .0244, or .0260. Payment into the Riparian Buffer
Restoration Fund
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed sewer line extension will be
buried underground and therefore not increase the existing impervious surface area. The current
impervious acreage on the entire parcel is limited to the manhole cover. Typically, stormwater
management plans are not required in association with Nationwide 12 permits.
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.
The proposed sewer extension will provide the necessary treatment of expected 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
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:
The proposed sewer extension will satisfy a condition of sale for two adjacent parcels. These
parcels are zoned commercial The two adjacent parcels may be developed in the future. If so, it
is anticipated that the sites will comply with the City of Raleigh's Neuse Nutrient Management
Program that can require the use of BMP's to treat run off from the site.
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
Updated 11/1/2005
Page 12 of 13
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).
D Z( v? ??oor(,
pT licant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
02/2:3/2006 16:05 FAX 42:349U.5626 (;BL Fl\a\CIM. SERV QOU2
AGENTAUT-1101UZATION FORM
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bate: Z3 zoo
The Ucpartmcnt of titc Army
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Attcntiou: 6NT? RIP % ?YIIS
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Re: Wetland Related Consulting and Peiniittint=
To Whom It May Concern:
1, the current ptppcrty owner, hereby-desil;n tte and authoriTC.Kimlcy-Zorn and
Associates, hic. to act in my/our bchatf as tmy/our,agea solcly for the purpose of
proccasing of. Section 4Q4 permits arid Section 401 Water Quality Certifications
aljplicatiurts-and.to furnish upon request. supplemental infonuation_ in support of
al]pllcatioiLs, etc, .from this• day forward. witil successful completion of the permitting
process or revocation by the owner.
Autl?urizcd this thc_Z 5 _ Clay of- tl? ZUb(p
Print Property- Owner's Name Property Q) vm; 'a Stgn titre
CC: Cindy Karoly,
N.C. Wctlaads• Unit
16?1 Mail Service Center
Raleigh, N. C. 27699-1621

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Project Triangle Town Center Sanitary Sewer Extension DENR - WATER QUALITY
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Triangle Town Center,
LLC Date Project Number Figure
2/24/06 011352015 4
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Title Stream and Riparian Impacts Map FER 2 7 2006
Triangle Town Center Sanitary Sewer Extension
Prepared For. Project Wake County, North Carolina WETLANDS AND Triangle Town Center, AND TORMWATER BRANCH
LLC Date Project Number Figure
2/24/06 011352015 5
L:\pp\temp\tjm\TriwgIcTownSewer\Figures.doc Prepared by Tyler McEwen [=n ,Ow=.

View of pond, and property characteristics from Sumner Boulevard, facing southeast.
View of sewer extension origination point and hillside adjacent
Title Photo Page I
Project Triangle Town Center Sanitary Sewer Extenaion
Prepared For Wake County, North Carolina DENR _ wA.rTriangle Town Center, *ETLANDgAND ER QUAL, I'y
LLC Date Project Number O
2/24/06 011352015 6
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View of pond, and riparian area on eastern boundary of pond, facing south from Sumner Boulevard. Sewer extension proposed within
this previously disturbed area. Perennial stream originates near eastern tree-line (left side of photo) and flows west (to the right) within
the peninsula pictured in center of photo.
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Project Triangle Town Center Sanitary Sewer Extenaion DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANC
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Wake County, North Carolina
Triangle Town Center,
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2/24/06 011352015 7
DocumentI Prepared by Laura Lang con -.=..
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 1/20/2006 Pro'eCt: Triangle Town Center Sanitary
Sewer Extension Latitude: 35.862083
Evaluator: KHA (TJM) Site: Perennial Stream Crossing Longitude: 78.574
Total Points: 22

Stream is at least intermittent
County: Wake Other
Raleigh
e.g. Quad Name:
if z 19 or perennial if a 30
A. Geomorphology Subtotal = 11 Absent Weak' Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic flood lain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence. No = 0 Yes = 3
a Man-made ditches are not rated; see discussion in manual
B. Hvdrology Subtotal = 7
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 1 2 3
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 0 0.5 1 1.5
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5
C. Biology Subtotal = 4
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos note diversity and abundance 0 0.5 1 1.5
27. Filamentous algae; eri h on 0 1 2 3
28. Iron oxidizing bacteria/fun us 0 0.5 1 1.5
29b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: r llf CzL E BONN 6V?? S?}Nir
Applicant/ Owner: l>4 W
Investigator: Kfla: (ID M) ??Y ? l? ?
t-&C- Date: i Za u 0
County:
State: G

Do normal circumstances exist on the site?
Is the site significantly disturbed (Atypical situation)? Yes No?L
Yes No Community ID: $(46
Transect ID:
Is the area a potential problem area? ?
Yes No Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. VARloyS 69AS50 A All 9.
2.? 7A /. u M _ f 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). L- /00 !o
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
_
/
No Recorded Data Available _Saturated in Upper 12"
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels In Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: > l 6 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name I
(Series and Phase): WAKe 5 bI LS Drainage Class: 500104 EJCr!ESS(Vall
I
Taxonomy (Subgroup): L(r4tL U b I P DkNINED
54MMEArT3 Confirm Mapped Type? Yes_ No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.

l ? Y? ?/? ?i4fyJ
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
-Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: ArZeA ii ASS BeZ-d P9;6V(0U, 6L- y ?tSrU1z13 E o ba2rN6j
(v *i 5r2tn f:T7 a N p r7b N .
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes_ No
Hydric Soils Present? Yes No ??- I
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.

Perennial Strea Centerline
------------
SE E2 1, i N E

O cD C
N N N
N
N
N
15+00
16+00
17+00

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APPROXI},LATE
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North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 1/20/2006 Project: Triangle Town Center Sanitary
Sewer Extension Latitude: 35.862083
Evaluator: KHA (TJM) Site: Perennial Stream Crossing Longitude: 78.574
Total Points: 22

Stream is at least intermittent
County: Wake Other
e.g. Quad Name: Raleigh
if 2 19 or perennial if 2 30
A. Geomorphology Subtotal = 11 Absent . Weak Moderate Strong I
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic flood lain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a. Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade Control 0 0.5 1 1.5
12. Natural valley or drainage way 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS ma or other documented evidence. No = 0 Yes = 3
a Man-made ditches are not rated; see discussion in manual .
B. Hydroloqy Subtotal =
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 1 2 3
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 0 0.5 1 1.5
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5
C. Bioloqv Subtotal =
20b. Fibrous roots in channel 3 2 1 0
21 b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos note diversity and abundance 0 0.5 1 1.5
27. Filamentous algae; eri h on 0 1 2 3
28. Iron oxidizing bacteria/fun us 0 0.5 1 1.5
29b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; O BL = 1.5; SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project /Site: / p _jV h L E IoNN J iT
I?XZ
Y
Date: I Zd u D o
Applicant/ Owner: 7,9( 6LE W
Investigator: Lt-c- County:
State: Al C,

Do normal circumstances exist on the site?
Is the site significantly disturbed (Atypical situation)? Yes No?_
Yes No- 74 Community ID: IBC
ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vft&l V6 69AS595 A_ a]: 9.
2.Eug0,16?,vm SPP 10.
3. .. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). L /00 !o
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
_
No Recorded Data Available _Saturated in Upper 12"
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: > l (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): WAKE 5al l-.S Drainage Class: SOM01 h EXCESSIVELY
II DR11-( EO
Taxonomy (Subgroup): L,(T-oc, U b I P 54MM EAr3 Confirm Mapped Type? Yes_ No ?
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0"(0 0 2 5 LaAY"
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Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
-Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
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WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point /
Wetland Hydrology Present? Yes No Within a Wetland? Yes_ No V
Hydric Soils Present? Yes No E?_
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.

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and Associates, Inc.

February 24, 2006
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Nationwide 12 Permit Submittal - (f
Triangle Town Center, LLC FE® 2 7 Zo06
Triangle Town Center Sanitary Sewer I le1w)9p
Raleigh, Wake County, North Carolina ?tltAt?OJa'lOSr?? Ark tiJ-y
Dear Division of Water Quality:
". f
0
P.O. Box 33068
Raleigh, North Carolina
27636.3068
On behalf of our client, Triangle Town Center, LLC, Kimley-Horn and
Associates, Inc. (KHA) completed a jurisdictional wetland and stream
delineation of the Triangle Town Center sanitary sewer extension (originating
south of Sumner Boulevard, and terminating south of Sumner Boulevard, east of
Dick's Sporting Goods) (Figure 4) in Raleigh, NC, on January 20, 2006. KHA,
on behalf of Triangle Town Center, LLC, is submitting a Nationwide 12 permit
for the 21.5 linear feet of temporary perennial stream impacts, 5,844.4 square feet
of Zone 1 riparian Impacts, and 9,828.6 square feet of Zone 2 riparian impacts.
Attached for your review is a vicinity map, a USGS 7.5-minute topographical
map, a soils map, a sewer alignment map, a stream and riparian impacts map, a
DWQ Stream Identification Form, a USACE Routine Wetland Determination
Form, an Agent Authorization Form, as well as a cross-sectional view and plan
view drawings of the proposed sewer extension.
Thank you for your assistance with this matter. If you have any questions, please
contact me at [phone].
Very truly yours,
KIMLEY-HO AND ASSOCIATES, INC.
Tyl McEwen
En ironmental Scientist
13
TEL [phone]
FAX [phone]
FEB 2 7 2006
Office Use Only: DENfZ - Form Version March 05
?dATt_(tt:;UALI (Y
t?cTLf,fiC:Sr'•7dOGfi(,r.ad?.?T[Ris?»„lc.?? .-• ?-..? ?? 1. v ? 6
USACE Action ID No. DWQ No.
(If any particular item is not applicable to tors project, please enter 1VOt Hpp11GUUM Ul ivirx .)
I. 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: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Triangle Town Center, LLC - Mr. Jay Wiseman
Mailing Address: 2030 Hamilton Place Blvd. - Suite 500
Chattanooga TN 37421
Telephone Number: 800.333.7310 Fax Number:
E-mail Address:
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: Tyler McEwen
Company Affiliation: Kimley-Horn and Associates Inc.
Mailing Address: 3001 Weston Parkway
Cary, NC 27513
Telephone Number: 919.677.2104 Fax Number: 919.677.2050
E-mail Address: tyler mcewen(a)kimley-horn com
Updated 11/1/2005
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps 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: Triangle Town Center Sanitary Sewer Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1726690059
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From US Interstate 440,
take Capital Boulevard/US Highway 1 North exit. Travel north on Capital Boulevard and
take a right onto Sumner Boulevard. The project study area is located east of Dick's
Sporting Goods and east of the adjacent pond.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8621 ON 78.5740 °W
6. Property size (acres): 5.55
7. Name of nearest receiving body of water: Perry Creek
8. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htlp://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The majority of the parcel is a jurisdictional open water
(pond) This pond was constructed to meet 401 stormwater requirements. Rip rap covers the
western slope of the pond the northern area of the pond near the existing manhole and two
Updated 11/112005
Page 6 of 13
72 inch pond outfall culverts are situated and rip rap also covers the stream which flows into
the project study area from the east
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed sewer alignment will be open-cut using a backhoe. The sewer line will be
inserted and the trench will be filled and graded to pre-construction grade. The proposed
sewer easement will be reve etated
11. Explain the purpose of the proposed work: This sewer extension is a condition of sale for
the two parcels to the south and east of the project study area. The proposed sewer extension
will provide sewer facilities to parcels to the east and south.
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. This parcel has had previous construction associated with the Triangle
Town Center.
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.
The sewer extension was a condition for sale of the two out parcels to the south. The applicant
no longer owns or controls those parcels
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
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.
updated 11/1/2005
Page 7 of 13
1. Provide a written description of the proposed impacts: The proposed sewer line extension
will perpendicularly cross one unnamed tributary to Perry Creek. The UT to Perry Creek will be
temporarily impacted during construction and graded to pre-construction grade.
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,
cannrntA,u lict imnacta fine to both structure and flooding'.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: <0.1 acre
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, multi 1 length X width, then divide b 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 UT to Perry Creek Temporary Intermittent 3 feet 21.5 0.001
Total Stream Impact (by length and acreage) 21.5 0.001
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
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 13
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .001
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 21.5
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.
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/cmbankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The sewer extension is a
condition of sale for two adjacent properties (PIN'S 1726581771 & 1726585352). Potential
impacts have been avoided by routing the sewer extension in a clockwise fashion. If the
proposed sewer extension was routed around the pond in a counter-clockwise manner, the
extension would impact a perennial stream The current alignment impacts the intermittent
y
stream within a previously impacted area The stream has a rip rap channel within the propert
boundary from construction to the existing pond The impacts to the riparian buffer will be
minimal due to previous impacts to the buffer. Currently the buffer primarily consists of
herbaceous vegetation Construction outside of the buffer would result in a loss of forested area.
Updated 11/1/2005
Page 9 of 13
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
htlp•//h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
Proposed riparian buffer mitigation is payment into the Riparian Buffer Restoration Fund.
No other mitigation is anticipated
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 17534.1
Amount of Riparian wetland mitigation requested (acres): N/A
Updated 11/1/2005
Page 10 of 13
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5844.7 3 (2 for Catawba) 17534.1
2 9828.6 1.5 0
Total 15673.3 17534.1
* Zone 1 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
Updated 11/1/2005
Page 11 of 13
within 15A NCAC 2B .0242 or .0244, or .0260. Pan2ent into the Riparian Buffer
Restoration Fund
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The proposed sewer line extension will be
buried underground and therefore not increase the existing impervious surface area. The current
impervious acreage on the entire parcel is limited to the manhole cover. Typically, stonmwater
management plans are not required in association with Nationwide 12 permits.
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.
The proposed sewer extension will provide the necessary treatment of expected 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
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
htip://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
The proposed sewer extension will satisfy a condition of sale for two adjacent parcels. These
parcels are zoned commercial The two adjacent parcels may be developed in the future. If so, it
is anticipated that the sites will comply with the City of Raleigh's Neuse Nutrient Management
Program that can require the use of BMP's to treat run off from the site.
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
Updated 11/1/2005
Page 12 of 13
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).
0-2 12, ? 1?oGrb
plicant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
02/23/2006 16:05 FAX [phone] (.BL FINAV'CiAL SGRV 0002
AGENT AUTTIG[:I AT.ION FORM
N;nxr c: ?1?(Y?f. (,E o w ? ?r•?e Ll? - X112. ?,4 W r s ? ?-N
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,address: Zo 30? ?7{?-E CVO st,, vy
69477-41Voo?A , %N 3 7`fz1
Phoau:6?pp 33.3 - ?3?0
Project Name/Description: T
Date: --Z?R, 2,-5 zoo
The Dcparttncnt of the Army
U.S. Andy Corps. ofl-1rtgineers, 1Vthnington District
AtccNiott: ONTO ??%
Field i01[i'ce ? ? r?EZi ?G/c F
R.c: Wetiand Related Consulting and Pcrmi.tcin
To Whom 1t Nfay Concern:
1, the current property owner, hercby-degit nntc and authorize Kimlcy-l-lorn aad
Associates, Iiic. to act in my/our b.chalf as lily/our are,it slcly for the pulp= of
procc;;sina of. section 4Q4 permits arzd Section X101 Water Quality Certifications
rIIJpIi'cations-and.to furlliSjl upon rcquest supplemental information in support of
applications, cti:, from this day forw:u-d until successful complctiott of the permitting
process or rcvocatioa by the owner.
f Gt I
Authorized this thc-day of , , 2.U17(p
Print Property OwneC.i Name Property nwne Stbr. tore
CC: Cindy Karoly,
N.C. Wetlands [Jolt
1621 Nfail Service Center
Ra16911, N. C. 27699-1621
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Title Vicinity Map '
Project Triangle Town Center Sanitary Sewer Extension
Prepared For. Wake County, North Carolina DENR - WATER QUALITY
Triangle Town Center, WETLANDS AND STORMWATER BRANCH
LLC Date Project Number Figure
2/24/06 011352015 1
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Title USGS 7.5-Minute Topographical Map
Project Triangle Town Center Sanitary Sewer Extension FEg 2 7 2006
Prepared For Wake County, North Carolina
Triangle Town Center,
vAlIt T IRK
LLC Date Project NuM&Ma6 AND S
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Title Soils Map
Project Triangle Town Center Sanitary Sewer Extension
Prepared For: J Wake County, North Carolina WETUWDSAND STORMW
Triangle Town Center, A ER BRANCH
LLC Date Project Number Figure
2/24/06 011352015 3
L:\pgltempltjm\TrimgleTownSewer\Figures.doc Prepared by Tyler McBwen ['n

Title Sewer Alignment Map
Project Triangle Tow Center Sanitary Sewer Extension
Prepared For: Wake County, North Carolina
Triangle Town Center,
LLC Date Project NumbeWETLMOS D STORMWATER i4w
2/24/06 011352015 4
L:\ppltemp\tjm\TrimgleTownSewer\Figures. doc
Prepared by Tyler McEwen
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FEf3 2 7 2006
Zone 1 Impacts - 5,844.4 square feet
Legend
O%o Stream
S Pond
Zone 1 Riparian Irr
K Zone 2 Riparian Irr
Property Boundary
Title Stream and Riparian Impacts Map p
Project Triangle Town Center Sanitary Sewer Extension 10
Prepared For.
Triangle Town Center, Wake County, North Carolina FEB 2 7 2006
,
LLC Date Project Number DENR WA gDALITFigure
2/24/06 011352015 wEnard r. n ?j WAT 4RAN?H
L:\pq'\temp\tjm\TnangleTownSewer\Figures.doc Prepared by Tyler McEwen
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View of sewer extension origination point and hillside
Title Photo Page 1
Triangle Town Center Sanitary Sewer Extenaion DENR - WATER QUALITY
Prepared For: Project Wake County, North Carolina WETLANDS AND STORMWATER BRANCH
Triangle Town Center,
LLC Date Project Number Figure
2/24/06 011352015 6
DocumentI Prepared by Laura Lang rmn versa .
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View of pond, and riparian area on eastern boundary of pond, facing south from Sumner Boulevard. Sewer extension proposed within
this previously disturbed area. Perennial stream originates near eastern tree-line (left side of photo) and flows west (to the right) within
the peninsula pictured in center of photo.
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View of stream at woodline, facing southwest. Rip-rap channel within subject ro e
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Photo Page 2

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Project Triangle Town Center Sanitary Sewer Extenaion FEB 2 7 2006
repare
or: Wake County, North Carolina
Triangle Town Center,
LLC Date Project Number VVETW 11ND jjjT MW#ER ftift
2/24/06 011352015 7
Document I Prepared by Laura Lang [en: wr.ra