20040321 Ver 1_Complete File_20040226

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WETLANDS/ 401 GROUP
FEB 2 6 2004
V"!A"fE QUALITY SECTiON
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P.O. Box 25201, RALEIGH, N.C. 27611-5201 LYNDO TIPPETT
GOVERNOR SECRETARY
P.O. BOX 47, 1710 East Marion Street
Shelby, N. C. 28 1 5 1-0047
February 19, 2004
Mr. Steve Lund - NCDOT Projects
US Army Corp of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208 0 4 0 3 2 1
Asheville, N. C. 28801-5006
Dear Mr. Lund:
The North Carolina Department of Transportation, Division of Highways, request the issuance of
a Section 404 Permit, Nationwide Permit #3, Maintenance and #33, Temporary Construction,
Access, and Dewatering.
COUNTY: Iredell
LOCATION: SR 1590, south of Love Valley
STREAM: Unnamed tributary to Snow Creek, WS-1V Watershed (from a point 1.1
mile upstream of Iredell County SR 1614 to South Yadkin River),
Yadkin River Basin
PROJECT DESCRIPTION: The project consists of the replacement of a deteriorating 72",
55-foot pipe with a new 72", 60-foot pipe with inlet and outlet concrete headwalls. A minor
increase in pipe length is necessary to bring the pipe crossing up to current paved road standards.
Five feet of riprap will be utilized on the streambank upstream and downstream of the pipe for
structure stabilization. A stream profile was established by measuring the thalweg elevations at
various points upstream and downstream and of the proposed pipe. The proposed pipe will be
buried one foot below the existing streambed elevation based upon the established thalweg
profile. The proposed pipe slope has been calculated to be 4.8 %. There are natural rock
structures in the streambed upstream of the existing pipe. These natural instream structures will
be left in place in an effort to prevent headcutting due to the new pipe installation. Temporary
cofferdams will be used isolate the work area during the installation of the pipe. A small side
stream that enters the main stream -15 ft upstream of the existing pipe will not be impacted by the
temporary cofferdams nor the installation of the new pipe. Upon project completion, the

Mr. Steve Lund
SR 1590, Brookhaven Road- Page Two
February 19, 2004
cofferdams will be removed and the area will be restored to natural stream dimensions. I have
enclosed a PCN application, a sketch of planned activities- including preliminary erosion control
plan, and location maps relative to the project.
The proposed project is located in Class WS-IV watershed; however, it is not located within 1/2
mile of the critical watershed area nor is the road functionally classified as a rural or urban arterial.
Hazardous spill basins are not required. Enclosed is the NCDOT hazardous spill basin checklist.
A review of the Natural Heritage information for the T/SA species (threatened due to similarity of
appearance) listed for Iredell County, the bog turtle (Clemmys muhlenbergii), revealed no known
sites in the vicinity of the project areas. An on-site survey was conducted on February 17, 2004.
Neither the bog turtle nor suitable habitat was observed at either project site. It is anticipated that
there will be no impact on this species or its habitat. A review of the available information from
the National Register of Historic Places was also conducted. It is anticipated that no historic site
will be impacted by the proposed project.
Your earliest consideration for this request would be greatly appreciated. Should you have any
questions, please call me at 704480-9020.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY: '0?
Trish Simon
Division 12 Environmental Supervisor
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Dan Holderman, P.E. , Division Bridge Engineer
Mr. Mike Parker, DENR, DWQ, Asheville Regional Office (Courtesy Copy)
Mr. John Dorney, DENR, DWQ, 401/Wetlands Unit (Courtesy Copy)
Mr. Ron Linville, N.C. Wildlife Resources Commission
Mr. Brian Cole, U.S. Fish & Wildlife Service
Mr. Neil Trivette, Roadside Environmental Field Operations
File
f
Office Use Only: n Form Version October 2001
USAGE Action ID No. DWQ ND 4 0 3.2 1
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #3, #33
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Holder. NCDOT
Mailing Address: P.O. Box 47
Shelby NC 28151
Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
2. Agent 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: Trish Simon
Company Affiliation: NCDOT
Mailing Address: P.O. Box 47
Shelby, NC 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: [e-mail]
Page 1 of 8
4
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: Pipe Replacement SR 1590 rookhaven Roads Iredell County.
2. T.I.P. Project Number or State Project Number (NCDOT Only): 12B.204912
3. Property Identification Number (Tax PIN): NCDOT Rig t of wa
4. Location
County: Iredell Nearest Town: Statesville
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Hwy 21 north from Statesville.
Turn left onto SR 1583, right onto SR 1590 and proceed to project site.
5. Site coordinates, if available (UTM or Lat/Long): 35°58'32'N/80°59'02W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Pipe on paved secondary road
7. Property size (acres): 0 15 acres NCDOT right of way
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Snow Creek (From a point 1.1
miles upstream of Iredell CountkSR 1614 to South Yadkin River, WS-IV Watershed
9. River Basin: Yadkin
(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/mVs/.)
10. Describe the purpose of the proposed work: This project consists of replacing a deteriorated
72", 55-foot long CMP with a new 72", 60-foot tong CMP with inlet and outlet concrete
Page 2 of 8
headwalls The minor increase in pipe length is necessary to bring the crossing up to current
paved road standards.
11. List the type of equipment to be used to construct the project: A trackhoe will be used.
12. Describe the land use in the vicinity of this project: The surrounding area is mostly
residential yards and forested area.
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.
NA
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:
SR 1590 is a paved road that has several stream crossings These pipes/bridaes may be replaced
at some in the future However, no immediate future permit requests are anticipated.
VL 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
1. Wetland Impacts: NONE
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***

Page 3 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/dramage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplams are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httr)://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream
Impact Site Length of Average Width Perennial or
Number Type of impact* (Hnw feet) Stream Name** of Stream Intermittent?
(indicate on
map) Before Impact (please specify)
I Minor increase in 5 feet UT to Snow 5'
pipe length Creek Perennial
Rimp on streatinbank 5ft at inlet and
1 at inlet and outlet for outlet K K K
structure stabilization

Temporary 10 ft upstream &

K

K

K
1 cofferdams downstream of
proposed pipe
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (umramed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Permanent impacts = 5 ft
fill in stream & 10 ft streambank impacts: Total temnoma impacts = 20 ft.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S. NO OPEN WATER M ACTS
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond' estuary, sound'
indicate on ma acres bay, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation NO 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
Page 4 of 8
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.):
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 55-foot existing, pipe is to be replaced with a 60-foot pipe, therefore, there is only minor loss
of stream footage. Inlet and outlet headwalls are being utilized which reduces length , of pipe
necessary to bring the culvert crossing up to paved road standards. Based upon the established
thalweg_profile, the slope of the new pipe was calculated to be 4.8%. Rock structures present in
the streambed upstream of the existing pipe will be left in place in an effort to prevent
headcutting from the installation of the new pipe. The minimum amount of riprap necessary for
structure stabilization will be used and only pp to the average high water mark: seedin straw
will be used for stabilization above the average high water mark.
VIIL 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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse erects 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 NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Page 5 of 8
.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.
HVIPACTS < 150 FEET: MITIGATION NOT ANTICIPATED
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Wp: /h2o.enr.state.nc.M§/m Andex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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 El No
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 (DWQ Only)
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
Page 6 of 8
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
XL
XH.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the
mitigation is
multipliers.
square feet and acreage of impact to each zone of the riparian buffers. If buffer
required calculate the required amount of mitigation by applying the buffer
Zone* Impact
uate feet Multiplier Required
Mitigation
1 3
2 1.5
Total
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA
Stormwater (DWQ Only)
Describe impervious acreage (both 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.
No additional impervious surface is Qroyosed in this project.
Sewage Disposal (DWQ Only)
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.
NA
X11L Violations (DWQ Only)
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
Page 7 of 8
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).
NA
Q ®r

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Upstream of existing pipe
Existing pipe inlet
Downstream of existing pipe
Existing pipe outlet
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IREDELL COUNTY, NORTH CAROLINA - SHEET NUMBER 9
Mile Scale 1:15840 0
N

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: /Z County: Project ID: i2 z°4-'j /
River Basin: ??it?L?fv Bridge No:
Route: 3,C- 15qV
Water Quality Criteria:
Stream: 7-D 63L-<
,,./5
Stream Crossing Blue Line On USGS
ORW
WSI
WS 11,111 OR IV, Crossing Within 0.5u' of W.S. Critical Area
Roadwav Criteria:
Route Desianation-
Additional Site Information:
Yes No
Arterial Urban r r?
Arterial Rural r r?
Yes No
?f r
r r?
? r?
? r?
Yes No
Is a Hazardous Spill Basin Required?
r- r?
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
log STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GovERNOR SECRETARY
040321
vV,E PA?NDS f 401 GROUP
FE13 2 6 2004
MEMO TO: John Dorney, DENR, DWQ, 401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Supervisor /
DATE: February 19, 2004
SUBJECT: Pre-construction Notifications
(:' 14 Ll7Y SECTiO N
Enclosed for your review are courtesy copies of two pre-construction notification permit
applications for NCDOT projects in Iredell County and Alexander County.
is
Post Office Box 47 Shelby, North Carolina 28151-0047