20120010 Ver 1_Application_20120103

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BEVERLY EAVES PERDUE
GOVERNOR
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION 8f+cy
December 14 2011
EUGENE A CONTI JR
SECRETARY
MEMORANDUM TO Sonia Carrillo NC Division of Water Quality Z 6 1 2 0 0 1 0
FROM Ryan L White P E Rail Project Development Engineer
Environmental and Planning Branch
SUBJECT TIP Project # U 3459 Proposed Klumac Road Grade Separation Rowan County
Non 404 Jurisdictional Permit
Please find the attached Pre construction Notification (PCN) and supporting documentation to apply for a
non -404 Jurisdictional Permit for the Proposed Klumac Road Grade Separation (TIP Project # U 3459) in
Salisbury Rowan County NC
The proposed project is a new grade separated crossing for Klumac Road at the NCRR/NS tracks (Crossing
No 715273W) The project would include the relocation of Klumac Road to the west as a two lane
undivided curb and gutter facility on both sides To accommodate shared use by bicycles each lane would
be 14 feet wide The proposed grade separation would ongmate at the intersection of US 29 (South Main
Street) and NC 150 (Mooresville Road) and extend southward to the west of the Johnson Concrete Plant
intersecting boundary Street and continuing south to converge with existing Klumac Road Improvements
are proposed at the intersection of US 29 and NC 150 and new intersections are proposed at Boundary Street
and Kentucky Street The total length of this project is approximately 0 56 miles One small non
jurisdictional (isolated) wetland is located within the project limits and will be impacted by both fill and
mechanized land clearing as part of the road relocation
The attachments contain the PCN form PCN checklist vicinity map USGS topoquad map, soils map
wetland map USACE JD documentation permit drawings and the NCDOT Stormwater management plan
Please contact me if you have any questions
RW
Attachments
Cc Amy Eulis DWQ
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
BAIL DIVISION
1553 MAIL SERVICE CENTER
RALEIGH NC 27699 1553
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW BYTRAIN ORG
LOCATION
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

-f
•
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 PCN Form
A Applicant Information
1
Processing
1a
Type(s) of approval sought from the
Corps
El Section 404 Permit El Section 10 Permit
1b Specify Nationwide Permit (NWP) number n/a or General Permit (GP) number n/a
1c
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
le
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
Klumac Road Grade Separation
2b
County
Rowan
2c
Nearest municipality / town
Salisbury
2d
Subdivision name
n/a
2e
NCDOT only T I P or state
project no
U 3459
3
Owner Information
3a
Name(s) on Recorded Deed
NC Department of Transportation
3b
Deed Book and Page No
n/a
3c
Responsible Party (for LLC if
applicable)
Ryan L White PE Rail Project Development Engineer
3d
Street address
NCDOT Rail Division Environmental and Planning Branch
1553 Mad Service Center
3e
City state zip
Raleigh NC 27699
3f
Telephone no
919 733 7245 x 266
3g
Fax no
3h
Email address
rlwhite @ncdot gov
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
4b Name
n/a
4c Business name
(if applicable)
4d Street address
4e City state zip
4f Telephone no
4g Fax no
4h Email address
5 Agent/Consultant Information (if applicable)
5a Name
n/a
5b Business name
(if applicable)
5c Street address
5d City state zip
5e Telephone no
5f Fax no
5g Email address
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 653101 Longitude
1b
Site coordinates (in decimal degrees)
80 489156
(DD DDDDDD) ( DD DDDDDD)
1c
Property size
0 6 miles acres
2
Surface Waters
2a
Name of nearest body of water (stream river etc ) to
Town Creek
proposed project
2b
Water Quality Classification of nearest receiving water
C
2c
River basin
Yadkin
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 area in the vicinity of the wetland is industrial with pockets of undeveloped land
3b
List the total estimated acreage of all existing wetlands on the property
017
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
none
3d
Explain the purpose of the proposed project
The purpose of and need for this project is based on motoring and railway passenger safety and current and anticipated
roadway and rail traffic volumes In addition to increases in vehicular and freight traffic the development of the Southeast
High Speed Rail (SEHSR) would increase the number and speed of passenger trains traveling through the project study
area These growing traffic volumes increase the potential for future highway rail collisions Separating the grades at this
location would provide safe passage for pedestrian bicycle and vehicular traffic
3e
Describe the overall project in detail including the type of equipment to be used
The proposed project is a new grade separated crossing for Klumac Road at the NCRR /NS tracks (Crossing No
715273W) The project would include the relocation of Klumac Road to the west as a two lane undivided curb and
gutter facility with sidewalks on both sides To accommodate shared use by bicycles each lane would be 14 feet wide
The proposed grade separation would originate at the intersection of US 29 (South Main Street) and NC 150 (Mooresville
Road) and extend southward to the west of the Johnson Concrete Plant intersecting Boundary Street and continuing
south to converge with existing Klumac Road Improvements are proposed at the intersection of US 29 and NC 150 and
new intersections are proposed at Boundary Street and Kentucky Street The total length of this project is approximately
0 56 miles
One small non jurisdictional (isolated) wetland is located within the project limits and will be impacted by both fill and
mechanized land clearing as part of the road relocation Typical roadway construction equipment will be used including
backhoes bulldozers pans pavers rollers sheepsfoot and dumptrucks
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version

4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past
Yes El No No ❑
Comments Eric Alsmeyer evaluated the project and
determined there are NO waters of the US present within the
project area
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 Stantec
Name (if known) Andrea L Dvorak Grantz
Other
4d
If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
4/1/2011
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
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
Fill /Mechanized
Isolated
❑ Yes
❑ Corps
017
Land Clearing
® No
® DWQ
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
017
2h Comments
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
n/a
n/a
❑ PER
❑ INT
❑ Corps
❑ DWQ
n/a
n/a
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
E:1 PER
El Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
n/a
31 Comments n/a
Page 5of11
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
4f 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
517 Total
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 El Tar Pamlico El 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
required?
61 ❑ P [:IT
n/a
n/a
❑ Nos
n/a
n/a
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6 of 11
PCN Form — Version 1 3 December 10 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
An Environmental Assessment was completed with different alternates analyzed The alternate described in this application
was chosen based on environmental and other factors and was deemed as a Finding Of No Significant Impact
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The entire small 0 17 ac wetland will be impacted therefore construction techniques will not lead to avoidance and
minimization
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
n/a 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
15
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
la
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
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?
%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why As outlined in State General Permit No
IWGP100000 this NCDOT Projects compliance with NCDOT s Individual NPDES permit NCS000250 shall serve to
satisfy this condition
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
❑ 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 government s jurisdiction is this project?
n/a
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ 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
attached?
❑ Yes ❑ No
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

Version 1 4
January 9 2009
401 Oversight/Express Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to N C Division of Water Quality
$240 00 for 401 Water Quality Certification with minor impacts
$570 00 for 401 Water Quality Certification with mayor impacts
Express Review Fee (Amount requested on Acceptance Letter)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans) * * *As per NCDOT
guidance only 11x17 sized plans provided
® Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following
a Entire site development/layout plans delineating all drainage areas
b Design calculation sheets for all proposed BMP(s) sized for both on site and
off site drainage
c BMP supplements for each proposed BMP and Required Items Check List
(http / /h2o enr state nc us /su /bmp forms htm) along with all required
items
d A Notarized Operation & Maintenance Agreement for each stormwater
management facility
e Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans
(u) Installation and planting schedules for the proposed BMPs
(m) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures
forebay respective zones and pertinent elevations
* *Courtesy copy of NCDOT stormwater management plan forms provided As outlined in State
General Permit No IWGP100000 this NCDOT Projects compliance with NCDOT s Individual
NPDES permit NCS000250 shall serve to satisfy this condition
❑ If your project is located within a State implemented Riparian Buffer Rule Area submit the
following along with site plans and PCN form
1) Three (3) copies of the details for on site diffuse flow provisions (refer to
http //h2o enr state nc us /su /bmp—forms htm)
❑ DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable)
The following is the most critical of all the information that you must provide The quality and
detail of the information will often determine the expeditiousness of the review The following is
a checklist of the types of pertinent information required at a minimum
Maps and Plans
® The most recent version of the 1 24 000 USGS Topographic Map Please cleanly draw or
delineate the site boundaries on the topographic map

Version 14
January 9 2009
® The most recent version of the bound and published County NRCS Soil Survey Map
(required for projects within the Neuse River Basin Tar Pamlico River Basin Randleman
Lake Watershed and the Catawba River Basin also recommended for all projects) -
Please clearly delineate the site boundaries etc on the map If the delineation obscures
any of the features it is recommended that a clean copy be provided Copies of the
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (http / /www nc nres usda gov /) GIS soil layers are not acceptable
® Vicinity map Please clearly mark the location and approximate boundaries of the property
and project on the map Please indicate north arrow and scale Please include applicable
road names or State Road numbers
® The Site Plan The most critical map to be provided is the site plan You must provide full
sized plans The following is the minimum list of plans that are typically needed As per
NCDOT guidance only 11x17 sized plans provided
® Pre construction /Pre existing conditions This sheet (or sheets) must include
• All jurisdictional and non jurisdictional wetland stream water features State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads culverts and other pertinent features
• North arrow and the scale (1 50 scale is recommended)
® Proposed conditions This sheet (or sheets) must include
• All jurisdictional and non Jurisdictional wetland stream water features State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) lots must be
developable without further impacts to jurisdictional and non jurisdictional wetlands,
streams, water features, and State regulated buffers Building envelopes must be
provided when streams wetlands riparian buffers or water features exist on a lot
• All built out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream
wetland or water features if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form
® Drainage Plans Final drainage plans must include the following
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form) final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)

Version 1 4
January 9 2009
® Proposed Impacts All impacts to jurisdictional and non jurisdictional wetland stream
water features and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1 = 50 All excavation fill flooding stabilization and other impacts
that will be conducted in or near jurisdictional and non jurisdictional wetland stream water
features and State regulated buffers must be indicated Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches and 1 foot for culverts > 48 inches)
Wetland Impacts
• Precise grading and final elevation contours must be provided Existing vegetation and
any clearing must be specified
• All subsurface utility lines must indicate the location of anti seep collars Construction
detail for anti seep collars must be provided
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained
Stream Impacts
❑ Stream impacts must be clearly shown on the plans The centerline as well as the banks
of the stream must be surveyed or located by GPS for the portion of the stream to be
impacted
❑ The inlet and the outlet of all culverts should be aligned with the stream as much as
possible Inlet and outlet elevations and streambed elevations should be indicated Any
inlet or outlet protection must be shown and enumerated on the impact map(s)
❑ For bottomless culverts or other spans a vertical cross section should be provided that
shows the minimum distance from each span to each stream bank the stream cross
section the height of the span above the stream and the minimum distance from the
edge of each footer to each stream bank Additionally please provide a signed and
sealed geotechnical report of subsurface sods at the proposed bottomless culvert
location The report must comply with the Division of Highways — Guidelines for
Drainage Studies and Hydraulic Design prepared by A L Hankins Jr State Hydraulics
Engineer 1999
❑ Multiple culverts or sectioned box culverts typically require the use of sills off setting or
other means to match the cross section of the existing stream (in order to maintain
stream stability and provide aquatic life passage) A vertical cross section of the culverts
should be shown overlain with the up and downstream stream cross section including the
stream flood prone area
❑ Impacts associated with dam construction must indicate and enumerate all fill associated
with the dam footprint spillway and any bank stream bank stabilization The length of
stream impounded must also be indicated and enumerated

WETLAND & STREAM IMPACTS
SUMMARY OF AFFECTED PROPERTY OWNERS
TRACT NO
PROPERTY OWNER
ADDRESS
SITE NO
O
ZODIAC BUILDERS LLC
DB 1132 PG 598
P 0 BOX 213
GOLD HILL NC 28071 -0231
SITE I
O
ENKAY PROPERTIES LLC
DB 834 PG 330
501 MAUPIN AVE
SALISBURY NC 28144 -6323
SITE I
GLI C,
NCD ®T
DIVISION OF HIGHWAYS
DAVIDSON COUNTY
PROJECT 3495LL1 (U -U59)
PROPOSED SR 2541 (KLUMAC ROAD)
GRADE SEPERATION WITH THE
NC RAILROAD / NORFOLK
SOUTHERN CORPORATION
SHEET OF

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mI OF

U S ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 2011 00132 County Rowan U S G S Quad Salisbury
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner /Agent NCDOT, Rail Division
Address ATTN Marc Hamel
1553 Mail Service Center
Raleigh, North Carolina 27699 1553
Telephone No [phone], ext 270
Property description Study area for propose grade separation at Klumac Road and Norfolk Southern RR SW of Salisbury, NC
Size (acres) N/A
Nearest Waterway UT to Town Creek
USGS HUC 03040103
Indicate Which of the Following Apply
A Preliminary Determination
Nearest Town Salisbury
River Basin Yadkin
Coordinates N 35 653 W -80 489
_ Based on preliminary information there may be waters of the U S including wetlands on the above described project area We strongly
suggest you have this property mspected to determine the extent of Department of the Army (DA) junsdiction To be considered final a
jurisdictional determination must be verified by the Corps This preliminary determination is not an appealable action under the
Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331)
B Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10
of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our published regulations
this determination may be relied upon for a period not to exceed five years from the date of this notification
_ There are waters of the U S including wetlands on the above described project area subject to the pernut requirements of Section 404 of
the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations this determination may
be relied upon for a period not to exceed five years from the date of this notification
_ We strongly suggest you have the waters of the U S including wetlands on your project area delineated Due to the size of your
property and/or our present workload the Corps may not be able to accomplish this wetland delineation in a timely manner For a more
timely delineation you may wish to obtain a consultant To be considered final any delineation must be verified by the Corps
_ The waters of the U S including wetland on your project area have been delineated and the delineation has been verified by the
Corps We strongly suggest you have this delineation surveyed Upon completion this survey should be reviewed and venfied by the
Corps Once verified this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which
provided there is no change in the law or our published regulations may be relied upon for a period not to exceed five years
_ The waters of the U S including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below on Unless there is a change in the law or our published regulations this determination
may be relied upon for a period not to exceed five years from the date of this notification
X There are no waters of the U S to include wetlands present on the above described project area which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our published regulations
this determination may be relied upon for a period not to exceed five years from the date of this notification
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a
violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this determination and/or the Corps
regulatory program please contact Eric Alsmeyer at 919 554 4884, Ext 23
Page 1 of 2

C Basis For Determination
The study area contains no waters, with indicators of ordinary high water marks, or wetlands, regulated under Section 404 of the
Clean Water Act
D Remarks
This JD was done as a desktop turisdictional determination The only wetlands within the study area are isolated from any waters of
the US, with no discrete surface flows connecting the wetlands The drawings Soils Map and Wetland Map (copies att ),
submitted on 12/8/2010, show the limits of the study area and the location of the non 404 isolated wetlands
Corps Regulatory Official
/ AtSMEYEREPoCC 0 m
DN n S,—US Gw m u.DaO
�awU6E
cMALSMEYE EWGC 0876 Ne6
M .04 s7 w
Date 4/1/2011 Deterrrnnathon Expiration Date 4/1/2016
The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to do so please
complete the Customer Satisfaction Survey located at our website at http / /per2.nwp usace army mil /survey html to complete the survey
online
Copy furnished (w/ att )
Stantec
Attn Andrea L Dvorak Grantz
801 Jones Franklin Road Ste 300
Raleigh NC 27606
Page 2 of 2

11 /l1/poll
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