HomeMy WebLinkAbout20120751 Ver 1_Application_20120808� a
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION 'ray
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
July 10, 2012
Ms Loretta Beckwith NCDOT Regulatory Project Manager
U S Army Corps of Engineers
151 Patton Avenue Room 208
Asheville NC 28801 -2714
Subject Nationwide 3 Permit Application
Bridge #2 Cherokee Co NC -141 — Slow Creek
Cherokee County
State Project No 14B 102011 (DWQ Permit fee $240)
Dear Ms Beckwith
The North Carolina Department of Transportation ( NCDOT) proposes to move the Channel
under Bridge number 2 in Cherokee County on NC 141 Currently the stream is conveyed
under the bridge, and the channel is eroding material and exposing the piles and end bent Fill
material will be replaced and covered with class B rip rap and the channel returned under
the center of the bridge
I am enclosing a drawing showing the proposed work a marked county map a USGS map
and photographs
The North Carolina Natural Heritage Program database lists
There are no federally threatened and endangered species
The best management practices will be used to minimize and control sedimentation and
erosion on this project Sandbags will be used to divert water away from the work area to
minimize erosion and sedimentation from the Channel change The construction foreman will
review all sedimentation control measures to ensure sedimentation is controlled effectively
The sedimentation control devices will be In place prior to construction
Impacts to Waters of the United States
Slow Creek (DWQ WS IV) is shown as a perennial stream on thefUSGS topographic map
The stream is approximately 10 feet wide with a well defined channel composed primarily of
cobble sand and gravel The channel lacks vegetation Slow Creek flows approximately 1 8
V
2
miles Peachtree Creek Peachtree Creek then flows approximately 1 5 miles to the Hiwasee
River The Hiwassee River meets the definition of a Traditional Navigable Water For these
reasons we believe that Slow Creek is a Relatively Permanent Water under the jurisdiction of
the U S Army Corps of Engineers In order to replace the culverts it will be necessary to
impact waters of the United States in the French Broad River Basin (CU 06010105) Listed
below is a summary of the proposed impacts
Site
Existing Condition
Proposed Condition
Net
Impact
Free Flowing
Realigned channel flowing under center of
95
Site 1
Stream
bridge
Total Permanent Impact in linear feet 95
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act for the
construction project outlined above By copy of this letter, I am asking Mr David McHenry
Mountain Region Coordinator of the North Carolina Wildlife Resources Commission
( NCWRC) to comment directly to you concerning this 404 Nationwide Permit request
In addition I am asking Mr McHenry and Mr Ed Ingle Roadside Environmental Field
Operations Engineer ( NCDOT) to comment directly to me concerning this permit request
If you have any questions or need additional information please contact Mr Chris Lee or
myself at (828) 488 0902
Sincere�
Patrick F Springer B,
Division 14 Engineering Technician
Enclosures
cc Mr David Wainwright DWQ, DENR, Raleigh (4 copies)
Mr Mike Parker, Division of Water Quality, DENR Asheville (1 Courtesy Copy)
Mr David McHenry, Mountain Region Coordinator, NCWRC
Mr Jason Mays Biologist U S Fish and Wildlife Service Asheville
Mr Mark T Gibbs P E Division 14 Maintenance Engineer NCDOT
Mr Chris Lee P E, Division 14 Bridge Maintenance Engineer, NCDOT
Mr E L Ingle, Roadside Environmental Field Operations Engineer NCDOT
APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE FILE NAME AND NUMBER
C PROJECT LOCATION AND BACKGROUND INFORMATION Bridge 2 on NC 141 over Slow Creek Channel Realignment
State NC County/parish/borough Cherokee City Murphy
Center coordinates of site (lat/long in degree decimal format) Lat 35 0968 N Long 83 9455 W
Universal Transverse Mercator
Name of nearest waterbody Slow Creek (Class C)
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Hiawassee River
Name of watershed or Hydrologic Unit Code (HUC) 06020002100040
® Check if map /diagram of review area and /or potential jurisdictional areas is /are available upon request
Check if other sites (e g offsite mitigation sites disposal sites etc ) are associated with this action and are recorded on a
different JD form
D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
® Office (Desk) Determination Date January 31 2012
® Field Determination Date(s) January 12 2012
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There Arl e o navigable waters of the US within Rivers and Harbors Act (RHA),jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
❑ Waters subject to the ebb and flow of the tide
❑ Waters are presently used or have been used in the past or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There Are waters of the US within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
1 Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply) i
❑ TNWs including territorial seas
❑ Wetlands adjacent to TNWs
® Relatively permanent waterS2 (RPWs) that flow directly or indirectly into TNWs
Q Non RPWs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
0 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters including isolated wetlands
b Identify (estimate) size of waters of the U S in the review area
Non wetland waters 200 linear feet 10 width (ft) and/or acres
Wetlands acres
c Limits (boundaries) of jurisdiction based on Established by OHWMI
Elevation of established OHWM (if known)
2 Non regulated waters /wetlands (check if applicable) 3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain
i Boxes checked below shall be supported by completing the appropriate sections in Section III below
2 For purposes of this form an RPW is defined as a tributary that is not a TNW and that typically flows year round or has continuous flow at least seasonally
(e g typically 3 months)
' Supporting documentation is presented in Section III F
SECTION III CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW complete
Section III A 1 and Section III D 1 only if the aquatic resource is a wetland adjacent to a TNW complete Sections III A 1 and 2
and Section III D 1 otherwise see Section III B below
1 TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is adjacent
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non navigable tributaries of TNWs where the tributaries are relatively permanent
waters (RPWs) ► e tributaries that typically flow year round or have continuous flow at least seasonally (e g typically 3
months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW but has year round
(perennial) flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water even
though a significant nexus finding is not required as a matter of law
If the waterbody4 is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines for
analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands complete Section III B 1 for
the tributary Section III B 2 for any onsite wetlands and Section III B 3 for all wetlands adjacent to that tributary both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non TNWs that flow directly or indirectly into TNW
(►) General Area Conditions
Watershed size P►ck _L st
Drainage area Pick L►st
Average annual rainfall inches
Average annual snowfall inches
(u) Physical Characteristics
(a) Relationship with TNW
❑ Tributary flows directly into TNW
❑ Tributary flows through R L t tributaries before entering TNW
Project waters are Pi k L river miles from TNW
Project waters are Pick List river miles from RPW
Project waters are Pick List aerial (straight) miles from TNW
Project waters are Pick List aerial (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5
Tributary stream order if known
Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and
West
5 Flow route can be described by identifying e g tributary a, which flows through the review area to flow into tributary b which then flows into TNW
(b) General Tributary Characteristics (check all that apply)
Tributary is ❑ Natural
❑ Artificial (man made) Explain
❑ Manipulated (man altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width feet
Average depth feet
Average side slopes Pick List
Primary tributary substrate composition (check all that apply)
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type /% cover
❑ Other Explain
Tributary condition /stability [e g highly eroding sloughing banks] Explain
Presence of run/riffle /pool complexes Explain
Tributary geometry _ ick List
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for Pick List
Estimate average number of flow events in review area/year Pic List
Describe flow regime
Other information on duration and volume
Surface flow is Pick List Characteristics
Subsurface flow >_ck Li f Explain findings
❑ Dye (or other) test performed
Tributary has (check all that apply)
❑ Bed and banks
❑ OHWM6 (check all indicators that apply)
❑ clear natural line impressed on the bank
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down bent or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list)
❑ Discontinuous OHWM 7 Explain
If factors other than the OHWM were used to determ
❑ High Tide Line indicated by ❑
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list)
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
me lateral extent of CWAjurisdiction (check all that apply)
Mean High Water Mark indicated by
❑ survey to available datum
❑ physical markings
❑ vegetation lines /changes in vegetation types
(iii) Chemical Characteristics
Characterize tributary (e g water color is clear discolored oily film water quality general watershed characteristics etc )
Explain
Identify specific pollutants if known
6A natural or man made discontinuity in the OHWM does not necessarily sever jurisdiction (e g where the stream temporarily flows underground or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody s flow
regime (e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break
'Ibid
(iv) Biological Characteristics Channel supports (check all that apply)
❑ Riparian corridor Characteristics (type average width)
❑ Wetland fringe Characteristics
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non TNW
Flow is P►crt t Explain
Surface flow is Pick _L_ t_
Characteristics
Subsurface flow Pick List Explain findings
❑ Dye (or other) test performed
(c) Wetland Adjacency Determination with Non TNW
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/barrier Explain
(d) Proximity (Relationship) to TNW
Project wetlands are F ick List river miles from TNW
Project waters are Pick List aerial (straight) miles from TNW
Flow is from Fie Listr�
Estimate approximate location of wetland as within the Pick List floodplam
(u) Chemical Characteristics
Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed
characteristics etc ) Explain
Identify specific pollutants if known
(iii) Biological Characteristics Wetland supports (check all that apply)
❑ Riparian buffer Characteristics (type average width)
❑ Vegetation type /percent cover Explain
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
3 Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis iPlckList
Approximately ( ) acres in total are being considered in the cumulative analysis
For each wetland specify the following
Directly abuts9 (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological chemical and physical functions being performed
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical physical and biological integrity
of a TNW For each of the following situations a significant nexus exists if the tributary in combination with all of its adjacent
wetlands has more than a speculative or insubstantial effect on the chemical physical and /or biological integrity of a TNW
Considerations when evaluating significant nexus include but are not limited to the volume duration and frequency of the flow
of water in the tributary and its proximity to a TNW and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly the fact an adjacent wetland lies within or
outside of a floodplam is not solely determinative of significant nexus
Draw connections between the features documented and the effects on the TNW as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include for example
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to carry pollutants or flood waters to
TNWs or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary in combination with its adjacent wetlands (if any) provide habitat and lifecycle support functions for fish and
other species such as feeding nesting spawning or rearing young for species that are present in the TNW9
• Does the tributary in combination with its adjacent wetlands (if any) have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs9
Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical chemical or
biological integrity of the TNW9
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain
findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D
2 Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its
adjacent wetlands then go to Section III D
3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of
presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands then go to
Section III D
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY)
1 TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area
TNWs linear feet width (ft) Or acres
Wetlands adjacent to TNWs acres
2 RPWs that flow directly or indirectly into TNWs
® Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that
tributary is perennial The stream is shown on the USGS topographic map as perennial
Q Tributaries of TNW where tributaries have continuous flow seasonally (e g typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows
seasonally
Provide estimates for jurisdictional waters in the review area (check all that apply)
® Tributary waters 200 linear feet 10 width (ft)
❑_ Other non wetland waters acres
Identify type(s) of waters
3 Non RPWss that flow directly or indirectly into TNWs
❑ Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for jurisdictional waters within the review area (check all that apply)
n Tributary waters linear feet width (ft)
❑ Other non wetland waters acres
Identify type(s) of waters
4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
❑ Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale
indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is
directly abutting an RPW
❑ Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for jurisdictional wetlands in the review area acres
5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
Wetlands that do not directly abut an RPW but when considered m combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs
F-1 adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for jurisdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters 9
As a general rule the impoundment of ajurisdictional tributary remains jurisdictional
0 Demonstrate that impoundment was created from waters of the U S or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1 6) or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below)
E ISOLATED [INTERSTATE OR INTRA STATE] WATERS INCLUDING ISOLATED WETLANDS THE USE
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) io
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes
El from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
❑ which are or could be used for industrial purposes by industries in interstate commerce
0 Interstate isolated waters Explain
❑ Other factors Explain
Identify water body and summarize rationale supporting determination
'See Footnote # 3
' To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos
Provide estimates for Jurisdictional waters in the review area (check all that apply)
❑ Tributary waters linear feet width (ft)
❑ Other non wetland waters acres
Identify type(s) of waters
El Wetlands acres
F NON JURISDICTIONAL WATERS INCLUDING WETLANDS (CHECK ALL THAT APPLY)
❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
0 Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in SWANCC the review area would have been regulated based solely on the
Migratory Bird Rule (MBR)
❑ Waters do not meet the Significant Nexus standard where such a finding is required for Jurisdiction Explain
❑ Other (explain if not covered above)
Provide acreage estimates for non Jurisdictional waters in the review area, where the sole potential basis of Jurisdiction is the MBR
factors (i e presence of migratory birds presence of endangered species use of water for irrigated agriculture) using best professional
Judgment (check all that apply)
❑ Non wetland waters (i e rivers streams) linear feet width (ft)
Lakes /ponds acres
❑ Other non wetland waters acres List type of aquatic resource
❑ Wetlands acres
Provide acreage estimates for non Jurisdictional waters in the review area that do not meet the Significant Nexus standard where such
a finding is required for Jurisdiction (check all that apply)
❑ Non wetland waters (i e rivers streams) linear feet width (ft)
❑ Lakes /ponds acres
Other non wetland waters acres List type of aquatic resource
❑ Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply checked items shall be included in case file and where checked
and requested appropriately reference sources below)
® Maps plans plots or plat submitted by or on behalf of the applicant/consultant
❑ Data sheets prepared /submitted by or on behalf of the applicant/consultant
❑ Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters study
❑ U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑ U S Geological Survey map(s) Cite scale & quad name
❑ USDA Natural Resources Conservation Service Soil Survey Citation
❑ National wetlands inventory map(s) Cite name
❑ State/Local wetland inventory map(s)
❑ FEMA/FIRM maps
❑ 100 year Floodplam Elevation is (National Geodectic Vertical Datum of 1929)
® Photographs ❑ Aerial (Name & Date)
or ® Other (Name & Date) Culvert site January 2012
❑ Previous determination(s) File no and date of response letter
❑ Applicable /supporting case law
❑ Applicable /supporting scientific literature
Q Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD
0 �0� W A 7 F9QG
7
1 1 > =r
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
Pre - Construction Notification PC Form
A Applicant Information
1
Processing
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
1 b Specify Nationwide Permit (NWP) number NW 3 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
❑ 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2
Project Information
2a
Name of project
Bridge 2 Stream Realignment and Streambank Stabilization
2b
County
Cherokee
2c
Nearest municipality / town
Andrews
2d
Subdivision name
N/A
2e
NCDOT only T I P or state
project no
14B 102011
3
Owner Information
3a
Name(s) on Recorded Deed
North Carolina Department of Transportation
3b
Deed Book and Page No
N/A
3c
Responsible Party (for LLC if
applicable)
N/A
3d
Street address
N/A
3e
City state zip
N/A
3f
Telephone no
N/A
3g
Fax no
N/A
3h
Email address
N/A
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other specify Engineering Technician
4b
Name
Patrick F Springer
4c
Business name
(if applicable)
North Carolina Department of Transportation
4d
Street address
345 Toot Hollow Rd
4e
City state zip
Bryson City NC 28713
4f
Telephone no
828 488 0902
4g
Fax no
828 488 3518
4h
Email address
pfspnnger @ncdot gov
5
Agent/Consultant Information (if applicable)
5a
Name
N/A
5b
Business name
(if applicable)
N/A
5c
Street address
N/A
5d
City state zip
N/A
5e
Telephone no
N/A
5f
Fax no
N/A
5g
Email address
N/A
Page 2 of 11
PCN Form — Version 1 3 December 10 2008 Version
B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
N/A
Latitude 35 0968 Longitude 839455
lb Site coordinates (in decimal degrees)
(DD DDDDDD) ( DD DDDDDD)
1c Property size
N/A acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Slow Creek
proposed project
2b Water Quality Classification of nearest receiving water
C
2c River basin
Hiwassee River
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application The project site is at a bridge on a State Primary Road The area is considered rural with a mixture of open
and wooded land The land use is a mixture of light industrial commercial and residential
3b List the total estimated acreage of all existing wetlands on the property
N/A
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
N/A
3d Explain the purpose of the proposed project
To protect the bridge support structure from being undercut and causing a hazardous situation
3e Describe the overall project in detail including the type of equipment to be used
The erosion control measures will be installed A new channel will be constructed through a depositional area away from
the bridge support The stream will be diverted into the new channel The stream materials removed from new channel
will be used to backfill the old channel and the bank will be stabilized with nprap or coir fiber matting The old channel will
be returned to a natural state Track hoes dump trucks sandbags and various hand tools will be used to accomplish the
work
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No ❑Unknown
project (including all prior phases) in the pasty
Comments N/A
4b If the Corps made the jurisdictional determination what type
❑ preliminary ❑ Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company N/A
Name (if known) N/A
Other N/A
4d if yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
N/A
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
N/A
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version
6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes explain
N/A
Page 4 of 11
PCN Form —Version 1 3 December 10 2008 Version
C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ —non 404 other)
(acres)
Temporary T
W1 ❑ P ❑ T
N/A
N/A
❑ Yes
❑ No
❑ Corps
❑ DWQ
N/A
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
N/A
2h Comments N/A
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non 404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Channel
Realignment and
Slow Creek
® PER
INT
® Corps
DWQ
10
95
Bank Stabilization
S2 ❑ P ® T
Flow Diversion
Slow Creek
® PER
❑ INT
® Corps
❑ DWQ
10
120
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
95
31 Comments Total Temporary Impact for Impervious Dikes and Flow Diversion 120
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ P ❑ T
N/A
N/A
N/A
N/A
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
417 Total open water impacts
N/A
4g Comments N/A
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
P2
5f Total
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5g Comments N/A
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no N/A
51 Expected pond surface area (acres)
N/A
5j Size of pond watershed (acres)
N/A
5k Method of construction
N/A
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
❑ Neuse ❑Tar Pamlico ❑Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired�
B1 ❑ P ❑ T
N/A
N/A
❑ Nos
N/A
N/A
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h Total buffer impacts
N/A
N/A
61 Comments N/A
Page 6 of 11
PCN Form — Version 1 3 December 10 2008 Version
D Impact Justification and Mitigation
1 Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The channel will be moved only a sufficient distance to protect the bridge support structure Rock for stabilization will be
minimized Coir fiber matting will be used along the bank distal to the bridge support
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Appropriate BMPs according to the approved erosion and sedimentation control plan will be installed on the project prior to
beginning work An impervious dike and diversion pipe if needed will be used to direct the flow away from work areas
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank N/A
3b Credits Purchased (attach receipt and letter)
Type N/A
Quantity N/A
3c Comments N/A
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
❑ warm ❑ cool ®cold
4d Buffer mitigation requested (DWQ only)
N/A square feet
4e Riparian wetland mitigation requested
N/A acres
4f Non riparian wetland mitigation requested
N/A acres
4g Coastal (tidal) wetland mitigation requested
N/A acres
4h Comments N/A
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
N/A
Page 7 of 11
PCN Form — Version 1 3 December 10 2008 Version
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
N/A
N/A
3 (2 for Catawba)
N/A
Zone 2
1 5
6f Total buffer mitigation required
N/A
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
N/A
6h Comments N/A
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version
E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes then is a diffuse flow plan included? If no explain why
❑ Yes ❑ No
Comments N/A
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
N/A %
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why N/A
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative
description of the plan
Project is covered by individual NPDES Permit NCS000250
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local governments jurisdiction is this project?
N/A
❑ Phase II
❑ NSW
3b
Which of the following locally implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version
F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land?
lb
If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
❑ Yes
El No
letter)
Comments N/A
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after the fact permit application?
❑ Yes
® No
2c
If you answered yes to one or both of the above questions provide an explanation of the violation(s)
N/A
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development which could impact nearby downstream water quality?
3b
If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance
with the
most recent DWQ policy If you answered no provide a short narrative description
This project involves the realignment of a channel to protect a bridge support structure The road is not being upgraded
No secondary or cumulative impact would be expected from this maintenance activity
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
N/A
Page 10 of 11
PCN Form —Version 1 3 December 10 2008 Version
5
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c
If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program Database
6
Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A There are no marine or estuarine habitats in the Blue Ridge Physiographic Province
7
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a
Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b
What data sources did you use to determine whether your site would impact historic or archeological resources?
The project is located within existing NCDOT right of way at a single stream crossing The construction area has been
previously impacted by the road and scouring within the stream channel Therefore no impacts to cultural resources
would be expected from this maintenance activity
8
Flood Zone Designation (Corps Requirement)
8a
Will this project occur in a FEMA designated 100 year floodplain'
® Yes ❑ No
8b
If yes explain how project meets FEMA requirements The channel is being shifted a minimal amount An equal amount
of depositional material to the rock stabilization will be removed from the channel so that the hydraulic opening is not
decreased
8c What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Patrick F Springer
- �- �<
25 July 2012
Applicant/Agent s Printed Name
Date
Applicant/Agerft s Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided )
Page 11 of 11
PCN Form — Version 1 3 December 10 2008 Version
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Coir Fiber Stabilization Along This Streambank
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