HomeMy WebLinkAbout20081770 Ver 1_401 Application_20081208!?k
E F Kimley-Horn
and Associates, Inc.
November 25, 2008
Ms. Cyndi Karoly
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
James Shern
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: City of Raleigh Public Utilities Department
16-inch Reuse Pipeline - Segment 2
Nationwide Permit #12 Application Submittal
Wake County, North Carolina
Dear Cyndi and James:
08-1770
P.O. Box 33068
Raleigh, North Carolina
27636-3068
On behalf of the Public Utilities Department of the City of Raleigh, Kimley-Horn and Associates, Inc. is
submitting the enclosed Preconstruction Notification Application for authorization to construct to above
referenced project under Nationwide Pen-nit Number 12. Please note that this submittal is a courtesy notification
for NCDWQ.
The proposed project includes the construction of approximately 24,000 linear feet of new reuse water pipeline.
This project will result in temporary impacts to 20 linear feet of stream channel and 0.002 acres of wetland. Due
to the minimal nature of the impacts, mitigation has not been proposed for this project.
The following information is included with this submittal:
• Project Summary Sheet
• Preconstruction Notification Form
• Permit Maps and Figures
• NCDWQ Stream Forms
• Wetland Data Forms
• Site Photographs
• Agent Authorization Form
• Correspondence with USFWS regarding creation of Michaux Sumac preservation
If there is any additional information you need to assist in the processing of this application, please do not
hesitate to contact me at (919) 678-4133.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Je 9emy Rivenbark, P.E.
Project Manager
Enclosures
DEC 1 2008
DENR - WATER QUALITY
WETLMDSMN ST'ORMWATER8RANC14
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TEL 919 677 2000
FAX 919 677 2050
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®? Kimley-Horn
and Associates, Inc. Project Summary Sheet
Project Name: 16-inch Raleigh Reuse Pipeline - Segment 2
Applicant Name and Address: City of Raleigh Public Utilities Department
Attn: Mr. Kenny Waldroup
P.O. Box 590
Raleigh, NC 27602
Telephone: (919) 857-4540 Fax: (919) 857-4545 Email: Kenneth.Waldroup(a,ci.raleigh.nc.us
Type of Request: ® Nationwide PCN (NWP #: 12 GC#: 3699 ) ? Individual Permit Application
® Jurisdictional Determination ? Other:
Included Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey
® Agent Authorization ? Delineation Sketch ? Delineation Survey
® Data Forms (Up & Wet) ® NCDWQ Stream Forms ? USACE Stream Forms
? NCEEP Confirmation ® Aerial Photo ® Site Photos
? Agency Correspondence ® USACE JD Form ? Other:
Check if applicable: ? CAMA County ? Trout County ? Isolated Waters
? Section 7, ESA ? Section 106, NHPA ? EFH
? Mitigation Proposed (? NCEEP ? Bank ? On-Site ? Off-Site ? Other)
County: Wake Nearest City/Town: Raleigh
Waterway: Walnut Creek
H.U.C.: 03020201
River Basin: Neuse
USGS Quad Name: East Raleigh, Garner
Property Size (acres): +/- 55 acres Approx. Size of Jurisdiction on Site (acres):
Site Coordinates (decimal degrees) - Longitude: See attached °N Latitude: See attached °W
Project Location: This project is located in southeast Raleigh, originating at the Walnut Creek Lift Station, and extending
along what is mostly an existing utility easement owned by the City of Raleigh for approximately 28,000 LF. This project
terminates at the elevated reuse water storage tank located at 618 Sunnybrook Road.
Site Description: The project corridor is primarily located within existing City of Raleigh utility easements and within NC
DOT right-of-way.
Impact Summary (if applicable): This project will result in temporary impacts to 20 linear feet of stream channel, and
0.002 acres of wetland. All impact will occur in an existing maintained City of Raleigh utility easement.
Impact Table
Open Water Wetland Stream Channel Im act Buffer Impact
Impact NWP/GC Impact (ac) Impact (ac) Tem . Perm. Intermittent Mitigation (ft 2)
Temp. Perm. Temp. Perm. LF ac LF ac or Perennial Ratio Zone 1 Zone 2
Stream Crossing 1 12/3699 0 0 0 0 0 0 0 0 Perennial N/A 890 856
Stream Crossing 2 12/3699 0 0 0 0 20 0.002 0 0 Perennial N/A 6,000 4,000
Stream Crossing 3 12/3699 0 0 0 0 0 0 0 0 Perennial N/A 0 493
Stream Crossing 4 12/3699 0 0 0 0 0 0 0 0 Perennial N/A 0 0
Stream Crossing 5 12/3699 0 0 0 0 0 0 0 0 Perennial N/A 989 1,098
Wetland Crossing 1 12/3699 0 0 0.002 0 0 0.002 0 0 Perennial N/A N/A N/A
Total 0 0 0.002 0 20 0.002 0 0 7,879 6,447
Kimley-Horn Contact: Jeremy Rivenbark
¦
P.O Box 33068
Raleigh, North Carolina
27636,3068
Direct Number: (919) 678-4133
Email: Jeremy.Rivenbark@,kimley-horn.com
¦
TEL 919 677 2000
FAX 919 677 2050
1
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T
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This forni is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Peinlit application form is available online at
www.saw.usace.army.miI/wetlands/Pennits.html.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.Lisace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http//h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at (919) 733-1786.
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 14
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos. etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide penult, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://w?,?,\v.usace.army.nill/inet/functions/cw/cecwo/re,/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp:Hh2o.ehnr.state.nc.us/ncwetlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 14
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: (828) 271-7980 Burke Gaston Macon'' Rutherford
Fax: (828) 281-8120 Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Anny Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: (919) 876-8441 Durham Johnston Rockingham Wilson
Fax: (919) 876-5823 Edgecornbe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: (252) 975-1616 Chowan Hertford Pasquotank
Fax: (252) 975-1399 Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 251-4511 Columbus Moore Sampson
Fax: (910) 251-4025 Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Ecosystem Enhancement Program
1650 Mail Service Center 1652 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1652
Telephone: (919) 733-1786 Telephone: (919) 715-0476
Fax: (919) 733-6893 Fax: (919) 715-2219
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: (919) 733-4763
Fax: (919) 715-2671
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: (919) 856-4520 Telephone: (828) 258-3939 Telephone: (252) 728-5090
Page 3 of 14
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell
Fax: (919) 733-1495 Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: (336) 769-9453
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: (828) 452-2546
Fax: (828) 452-7772
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 14
Office Use Only: Forn Version March 05
08- i , 7 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appncaoie or N/A .)
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 Pen-nit 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: ?
IL Applicant Information
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I . Owner/Applicant Information
Name: City of Raleigh Public Utilities Department DEC 1 2008
Mailing Address: P.O. Box 590 DENR WATER QUAL' v
Raleigh NC 27602 WETLANDS ANDSTORMWATERBR/WCN
Telephone Number: (919) 857-4540 Fax Number: (919) 857-4545
E-mail Address: Kenneth. Waldroupgci.raleiyh.nc.us
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: Jeremy Rivenbark
Company Affiliation: Kimley-Horn and Associates Inc.
Mailing Address: 3001 Weston Parkway
Cary NC 27513
Telephone Number: (919) 678-4133 Fax Number: (919) 677-2050
E-mail Address: Jeremy.Rivenbarkakimley-horn.com
Page 5 of 14
HI. 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 file 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 infoirried that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: 16-inch Raleigh Reuse Pipeline - Segment 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): This project begins at the
Barwell Road Lift Station located at 2300 Barwell Road, and travels cross country behind the
lift station, across Lake Trout Lane, Vintage Road, and along Trestlewood Lane. The project
corridor continues west on Maybrook Drive and across South New Hope Road. The corridor
then continues west along the existing Walnut Creek utility easement across I-440 through
the parking lot of Walnut Creek Softball Complex, and north on Sunnybrook Road ending at
the site of the elevated storage tank, 618 Sumiybrook Road.
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): See attached ON See attached °W
6. Property size (acres): Approx. 55 acres of City of Raleigh Utility Easement
7. Name of nearest receiving body of water: Walnut Creek
8. River Basin: Neuse River, H.U.C. 03020201
(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/.)
Page 6 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This project site is linear, approximately 28,300 LF More
than 20,000 LF of the proposed pipeline will be constructed in areas that are in existing City
of Raleigh utility easements. These areas are generally cleared with only grass growing due
to routine maintenance mowing. Other portions of this project travel across and along
existing NCDOT and City streets. These areas consist primarily of maintained yards.
Several NCDOT roads will be crossed by this project as well as the east side of I-440.
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project involves the construction of approximately 23,100 linear feet of 16-
inch ductile iron pipeline, 3,000 LF of 6-inch ductile iron pipeline, and 2,300 LF of-4-inch
ductile iron pipeline. Construction will be performed using heavy equipment such as
bulldozers and excavators to dig a trench install the pipe, and backfill. Crossings of stream
chamiels and wetlands will utilize both open trench and jack and bore tecluliques. Where
open trench techniques are used, construction will be completed in dewatered conditions by
using cofferdams and pumps. The majority of the project corridor can already be accessed
along existing roads and utility easements. Only limited clearing of woody vegetation and
trees will be required for construction of the pipeline.
11. Explain the purpose of the proposed work: The proposed pipeline will provide reclaimed
water to existing large potable water users in the City of Raleigh. The reclaimed water
provided is to be used for non-potable purposes, such as irrigation, cooling water, and
process water. This system will reduce the consumption of potable water for non potable
purposes in the City of Raleigh. It is not anticipated that this system will result in additional
development pressure along the project corridor.
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. No prior permitting associated with this project.
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.
Entire project is presented in this application. Additional reuse lines are planned by the City of
Raleigh for the future, but these sections are still in planning and design stages. The proposed
Page 7 of 14
construction will provide a service to existing customers even if future reuse lines are not
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 tray 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.
Provide a written description of the proposed impacts: The proposed impacts to
streams and wetlands will occur as a result of the trench excavation and backfill necessary to
install the pipeline Tack and bore techniques have been utilized to the greatest extent
practicable to minimize impact All remaining impacts will be temporary, and disturbed
areas will be returned to preexisting contours and immediately stabilized following
construction. All impact areas will occur within existing, maintained utility easements.
Stream crossings will be installed in dewatered condition using cofferdams and pumps to
minimize in stream sedimentation. Riprap may be installed along the stream banks where
necessary to stabilize disturbed banks. Use of riprap stabilization will be minimized, and
measures will be taken to limit the placement of riprap on the streambed. Riprap will not be
placed in such a maimer as to impair the passage of aquatic life within the stream channels.
Riprap already occurs in many of these areas because the project corridor follows existing
utility easements. In these cases, riprap will be replaced where it currently exists.
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,
senarately 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)
herbaceous, bog, etc.) (yes/no) (linear feet)
Wetland Crossing 1 Temporary Herbaceous Yes 25 LF 0.002
(68 sf)
Total Wetland Impact (acres) 0.002
3. List the total acreage (estimated) of all existing wetlands on the property: 0.002
4.
5. 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
Page 8 of 14
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Stream Crossing I Walnut Creek Temporary Perennial 50 0 0
Stream Crossing 2 Trib to Walnut Creek Temporary Perennial 5 20 0.002
Stream Crossing 3 Trib to Walnut Creek Temporary Perennial 5 0 0
Stream Crossing 4 Walnut Creek Temporary Perennial 50 0 0
Stream Crossing 5 Trib to Walnut Creek Temporary Perennial 10 0 0
Total Stream impact (by length and acreage) 20 0.002
6. 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
+;11 owa-unt;nn cin-clo;na flnnrline, drainnoe. hnikhends_ etc_
Open Water Impact v Name
Wat Type of Waterbody Area of
Site Number (if applicable) )
Type of Impact
(lake, pond, estuary, sound, bay,
Impact
(indicate on map) ocean, etc.) (acres)
N/A
Total Open Water Impact (acres)
7. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.002
Wetland Impact (acres): 0.002
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.004
Total Stream Impact (linear feet): 20
S. 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.
No isolated waters were identified along the project corridor.
Page 9 of 14
9. 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.):
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.
Throughout the project corridor, wetlands and stream impacts have been minimized to the extent
practical. Bore and jack tecluiiques have been used as much as practicable to avoid impacts,
particularly to the largest and highest quality systems, including the crossings of Walnut Creek.
Due to financial restrictions it is not possible to use these techniques to avoid all stream and
wetland crossings. Additionally, the project design avoided the construction of any new
easements across streams and wetlands. As a result, there will be four bore and jack stream
crossings, and one open-cut stream crossing. A portion of one wetland will also be open-cut,
with the remainder being bored (Figure 1.1). All of these impacts are located within existing,
maintained City of Raleigh utility easements. All impacted streams and wetlands will be
returned to preexisting contours following construction.
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
Page 10 of 14
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 Teclinical Guide for Stream Work in North Carolina, available at
http://h2o.eiir.state.ne.us/ncwetlands/strmgide.litml.
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.
Due to the minimal nature of the impacts to streams and wetlands (i.e. less than 1/10 acre of
wetland and less than 150 LF of streams), mitigation has not been proposed for this project.
Disturbed areas will be returned to pre-construction contours and conditions following
installation of the pipeline. Because all impacts are proposed to occur within existing,
maintained utility easements, no wetland plantings are proposed. Wetland seed mix will be
used within wetland and riparian areas to stabilize disturbed sites following construction.
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
(919) 715-0476 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/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Enviromnental Policy Act (NEPA/SEPA)?
Page 11 of 14
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 to review current thresholds for envirornnental 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 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 )? 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
2 6,447 N/A
1 7,879 N/A
Total 14,326 N/A
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. Mitigation is not proposed for this project
All impacts will occur in areas that are already maintained as utility easements (i.e., mowed
_grass), so no new maintained easements will be established in the Neuse Buffers and the
resultin,, conditions will be the same as current conditions
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stornwater 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.
Page 12 of 14
Due to the nature of the project it is not anticipated that this project will generate any additional
stormwater. The utility line corridors will be returned to grade and allowed to revegetate.
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.
This project is not anticipated to generate any additional wastewater.
XII. 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 pen-nit application? Yes ? No ?
XIII. 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://h 2o.enr.state. ne.ushiewetlands. If no, please provide a short narrative description:
The proposed project will not induce further development. The project is designed to deliver
only non-potable water to existing City of Raleigh utility customers for uses such as irrigation,
cooling water, and process water. All customers who use reuse water could also use treated
drinking water for the same purposes therefore development within the service area for the
proposed project would not be promoted by the establishment of a -reuse distribution system.
Accordingly, it is not anticipated that the project will result in additional development or future,
cumulative imDacts.
XIV. 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).
- rte.
Applicant/Agent's Signature 1 r Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 14
Stream and Wetland Crossing Position Information
Crossing Latitude Longitude
Stream Crossing 1 35.7492 -78.5358
Stream Crossing 2 35.7546 -78.5494
Stream Crossing 3 35.7547 -78.554
Stream Crossing 4 35.7531 -78.5748
Stream Crossing 5 35.7581 -78.5784
Wetland Crossing 1 35.7581 -78.5785
Page 14 of 14
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View of Stream Crossing 1 facing west (upstream).
View of stream channel at Stream Crossing 4.
Title Site Photographs
Prepared Far: 16-inch Raleigh Reuse Pipeline - Segment 2
Project Wetland & Stream Delineation
Raleigh, Wake County, NC
Date I Project Number I Site Photo Page
11/24/08 1 011063050
Prepared by Anna Reuscbe [E" ,= .
ly
Lu ..
r
F? t e
View of Wetland Crossing 1, at the wetland-upland boundary facing south.
View of Stream Crossing 5 facing north (upstream).
Title Site Photographs
Prepared For: 16-inch Raleigh Reuse Pipeline - Segment 2
Project Wetland & Stream Delineation
Raleigh, Wake County, NC
Date Project Number Site Photo Page
11/24/08 011063050 2
Prepared by Mua Reusche Con =A=.
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/13/2008 Project: Raleigh Re-Use Latitude: 35.74922
Anna Reusche, Kevin
Evaluator: Site: Stream Crossing 1 -
Longitude: 78.53616
Lee Walnut Creek
Total Points: 44.5 Other
Stream is at least intermittent County: Wake Raleigh East
e.g. Quad Name:
if ? 19 or perennial if >_ 30
A. Geomorphology Subtotal = 23.5 Absent Weak Moderate Strong Score
1 a. 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. Hydrology Subtotal = 11
14. Groundwater flow/discharge 0 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 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 = 10
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 ton 0 1 2 3
28. Iron oxidizing bacteria/fungus 0 0.5 1 1.5
29b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBI- = 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:
EPT's observed.
Photo 644
•
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/13/2008 Project: Raleigh Re-Use Latitude: 35.75459
Anna Reusche, Kevin
Evaluator:
Site: Stream Crossing 2
Longitude: 78.54931
Lee
Total Points: 30
Stream is at least intermittent Wake
County: Other Raleigh East
e.g. Quad Name:
if ? 19 or perennial if z 30
A. Geomorphology Subtotal = 14.5 Absent Weak Moderate . Strong Score
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. Hvdroloav Subtotal = 9.5
14. Groundwater flow/discharge 0 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 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 = 6
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 ton 0 1 2 3
28. Iron oxidizing bacteria/fun us 0 0.5 1 1.5
b. Wetland plants in streambed
29 FAG = 0.5; FACW = 0.75; OBI = 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:
0
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/1312008 Project: Raleigh Re-Use Latitude: 35.7546
e, Kevin
Evaluator: Anna Reusch
Site: Stream Crossing 3
Longitude: 78.55382
Lee
Total Points: 32 Other
Stream is at least intermittent County: Wake e.g. Quad Name: Raleigh East
if ? 19 or perennial if >_ 30
A. Geomorphology Subtotal = 11.5 Absent Weak Moderate Strong Score
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. H drolo Subtotal = 10.5
14. Groundwater flow/discharge 0 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 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 (redoximorphic features resent? No = 0 Yes = 1.5
C. Biology Subtotal = 10
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 ton 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:
Caddis fly and mayfly observed.
r
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/12/2008 Project: Raleigh Re-use Latitude: 35.75318
Evaluator: Anna Reusche, Josh Site: Stream Crossing 4a Longitude: 78.57505
Allen (Trib to Walnut Creek)
Total Points: 50.5
Stream is at least intermittent Wake
County: Other Raleigh East
e.g. Quad Name:
if ? 19 or perennial if >_ 30
A. Geomorphology Subtotal = 28.5 Absent Weak Moderate Strong Score
1 a. 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. Hvdroloqv Subtotal = 12
14. Groundwater flow/discharge 0 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 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. Bioloqy Subtotal = 10
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 ton 0 1 2 3
28. Iron oxidizing bacteria/fungus 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:
ry
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/12/2008 Project: Raleigh Re-use Latitude: 35.75314
Evaluator: Anna Reusche, Josh Site: Stream Crossing 4b Longitude: 78.57469
Allen (Walnut Creek)
Total Points: 50.5 Other
Stream is at least intermittent County: Wake e.g. Quad Name: Raleigh East
if ? 19 or perennial if z 30
A. Geomorphology Subtotal = 28.5 Absent Weak Moderate Strong Score
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. Hvdroloav Subtotal = 12
14. Groundwater flow/discharge 0 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 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. Biolociv Subtotal = 10
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 ton 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:
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/12/2008 Project: Raleigh Re-Use Latitude: 35.75342
e, Kevin
Evaluator: Anna Reusch
Site: Stream Crossing 4c
Longitude: 78.57482
Lee
Total Points: 22.5
Stream is at least intermittent
County: Wake Other
Raleigh East
e.g. Quad Name:
if ? 19 or perennial if ? 30
A. Geomorphology Subtotal = 10.5 Absent Weak Moderate Strong Score
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. Hvdroloov Subtotal =
14. Groundwater flow/discharge 0 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 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. Biologv 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 ton 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; OBE = 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:
Appears to be emergency overflow for Walnut Creek
North Carolina Division of Water Quality - Stream Identification Form, Version 3.1
Date: 6/12/2008 Project: Raleigh Re-Use Latitude: 35.75815
e, Kevin
Evaluator: Anna Reusch
Site: Stream Crossing 5
Longitude: 78.57855
Lee
Total Points: 39
Stream is at least intermittent
County: Wake Other
Raleigh East
e.g. Quad Name:
if ? 19 or perennial if a 30
A. Geomorphology Subtotal = 20.5 Absent Weak Moderate Strong Score
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 floodplain 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. Hydrology Subtotal = 11
14. Groundwater flow/discharge 0 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 1.5 1 0.5 0
I
J
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 MEMOIR
19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 RE
E/111
C. Biology Subtotal = 7.5
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 ton 0 1 2 3
28. Iron oxidizing bacteria/fungus 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:
Trichoptera observed
Photos 638-637
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Raleigh Re-Use
Applicant/Owner: City of Raleigh
Investigator: AR, KL
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is the area a potential Problem Area? Yes No
on
Date: 6/12/2008
County: Wake
State: NC
Community ID: Maintained/Disturbed
Transect ID:
Plot ID: Wetland Crossing 1-UP
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 9
2 10
3 11
4 12
5 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL, FACW or FAC 100%
(excluding FAC-).
Remarks: Various grasses present.
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NA (in.) Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: NA (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: NA (in.) Other (Explain in Remarks)
Remarks: No hydrologic indicators
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Raleigh Re-Use Date: 6/12/2008
Applicant/Owner: City of Raleegh County: Wake
Investigator: AR, KL State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: Maintained/Disturbed
Is the site significantly disturbed (Atypical Sit uation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: Wetland Crossing 1-WET
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Eulalia viminea H FAC+ 9
2 10
3 11
4 12
5 13
6 14
7 15
8, 16
Percent of Dominant Species that are OBL, FACW or FAC 100%
(excluding FAC-).
Remarks: Wetland occurs in a maintained utility line easement
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
Aerial Photographs
_Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
X Sediment Deposits
Field Observations: X Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NA (in.) X Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: NA (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: NA (in.) Other (Explain in Remarks)
Remarks:
Letter of Authorization
Mr. Robert Massengill, P.E., with City of Raleigh Public Utilities Department
authorizes Kimley-Horn and Associates, Inc. to act as our limited agent to
coordinate with the U.S. Army Corps of Engineers and North Carolina Division
of Water Quality for the preparation and submittal of jurisdictional
determinations and 404/401 permits applications associated with the Southeast
Raleigh Rerrse and Southeast Raleigh Expansion Rerrs Pipeline project located
in Wake County, North Carolina. Authorization will terminate on either final
agency action or upon written notification from either parties involved.
Company Name: Kimley-Horn and Associates, Inc.
Contact Name: Jeremy Rivenbark, P.E.
Client Address: P.O. Box 590
Raleigh, NC 27602
Client Phone #: (919) 857-4540
Client Fax #: (919) 857-4545
Client Email: Robert.Massen ill a ci.ralei4h.nc.us
4
(Signature of Client)
!t-t$-o,°
Date
# It,
United States. Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dale Crisp
Public Utilities Director
City of Raleigh
One Exchange Plaza, Suite 620
Raleigh, NC 27602
Dear Mr. Crisp:
October 21, 2008
J
OCT 2 3 2008'
Thank you for your October 10, 2008 letter regarding the proposed Barwell.Road Michaux's
Sumac Preservation Area and the proposed Water Reuse Pipeline on Barwell Road in
Raleigh (Wake County), North Carolina. This letter provides the U.S. Fish and Wildlife
Service's (Service) response pursuant to section 7 of the Endangered Species Act, as
amended (16 U.S.C. 1531 et seq.) (Act).
As a result of the City's efforts to create a Miehaux's Sumac Preservation Area, the Service
believes that the proposed Water Reuse Pipeline is not likely to adversely affect Michaux's
Sumac (Rhus ndch=cii) or any other federally protected species. We believe that the
requirements of section 7(a)(2) of the Act have been satisfied. We remind you that
obligations under section 7 consultation must be reconsidered if. (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner
not previously considered; (2) this action is subsequently modified in a manner that was not
considered in this review; or, (3) a new species is listed or critical habitat determined that
may be affected by the identified action.
The Service is pleased that the City has committed to providing long-term protection of the
Barwell Road Michaux's sumac site. We sincerely appreciate the efforts of Mr. Kenneth
WaIdroup and your consultants at .Kimley Horn and Associates to make this preserve happen..
We look forward to working with your staff and consultants to design this preserve in a way
that will provide the greatest benefit to Michaux's Sumac. Please continue to include Mr.
Dale W. Suiter of my staff in your planning efforts for this preserve. He can be reached at
(919) 856-4520, Ext. 18 or Dale-Suiter@fws.gov.
Sincerely
P eiBenjamin
ield.Supervisor ,
cc: U.S. Army Corps of Engineers (Jamie Shern)
N.C. Natural Heritage Program (Misty Buchanan)
N.C. Plant Conservation Program (Rob Evans)