20120336 Ver 1_Application_20120404

STATE OF NORTH CAROLINA
q
DEPARTMENT OF TRANSPORTATION —T4
BEVERLY EAVES PERDUE
GOVERNOR
March 29 2012
Ms Liz Hair
Asheville Regulatory Field Office
US Army Corp of Engineers
151 Patton Avenue
Asheville NC 28801 5006
in
EUGENE A CONTI JR
SECRETARY
SUBJECT Two Pipe Replacements /Secondary Road Paving on SR 1601 (Branton Road) Iredell
County
Dear Ms Hair
The North Carolina Department of Transportation ( NCDOT) proposes to replace two pipes in
conjunction with a secondary road paving project on SR 1601 (Branton Road) in Iredell County
At site 1(Station 26 +10) NCDOT requests authorization to replace an existing 30 foot 18 CMP
with an 45 foot 24 CMP A 4 ft x 4 ft drop box will be constructed at the inlet of the 24 CMP
with a 10 foot 18 RCP extending upstream from the dropbox The 18 CMP will be constructed
on a steep slope therefore the construction of a dropbox will allow energy dissipation within the
box At site 2 (Station 38 +00) a 40 foot 48 CMP will be replaced with a 50 ft 38 x 57
CMPA Ten feet of riprap will be used at the pipe inlet and outlet for structure stabilization
Due to these site conditions, NCDOT requests a waiver from the Regional Conditions 2(b)
(e) permit depth specifications A temporary cofferdam pumping system will be used to divert
the stream around the construction sites as needed Any areas affected by temporary cofferdam
system will be restored to pre project conditions The scope of the work will permanently impact
59 linear feet of two unnamed tributaries to Rocky Creek which is classified as Class C Waters
by the Division of Water Quality No wetland or high quality waters will be impacted by the
project
This office has conducted a GIS and field survey for the project for historical sites and threatened
endangered species No sites listed on the National Register of Historic Places are located in
the vicinity of the project nor did there appear to be any eligible structures NCDOT Cultural
Resources group is currently reviewing the project for additional survey requirements The
federally listed species for Iredell County (USFWS list dated 9/22/10) include the bog turtle
(Clemmys muhlenbergu) Threatened due to Similarity of Appearance (T S /A) and the dwarf
flowered heartleaf (Hexastylis naniflora) Threatened National Heritage Program records
document the nearest bog turtle location approximately 5 0 miles northwest of the proposed
project area in Wilkes County Bog turtles are usually found in bogs marshes and wet pastures
Post Office Box 47 Shelby North Carolina 28151 0047

SR 1601 Branton Road
Page 2
March 29 2012
There is no suitable habitat located within the project area and no species were observed T /SA
species are not subject to Section 7 consultation however no impact on this species is
anticipated National Heritage Program records document the nearest Dwarf flowered heartleaf
location approximately 22 5 miles southwest of the proposed project in Catawba County The
heartleaf is usually found on dry to moist ravine slopes (usually north facing and of the oak
hickory pine forest type) and in boggy areas near sprmgheads There is little suitable habitat
within the proposed project area and no species were observed The project area is not located
within '/2 mile of any critical watershed area nor is SR 1601 a rural or urban arterial therefore
hazardous spill basins are not required Enclosed is the hazardous spill basin checklist
I have enclosed a pre construction notification for a NW #14 sketches of planned activities and
location maps relative to the project
Project information for the 401 Automated Payment Procedure is as follows
• Work order number 150461 55120005 12C 049105 3126
• TIP# NA
• Project Category $240 00 Fee
If you have any questions or concerns please feel free to contact me at [phone] Thank
you for your time and consideration on this matter
Respectfully yours
M L Holder P E
Division Engineer
Twelfth Division
BY _
Trish Simon
Division 12 Environmental Supervisor
Enclosures
cc
Brian Wrenn Division of Water Quality Transportation Permitting Unit
Polly Lespmasse Division of Water Quality Mooresville Regional Office

4O� W A TE9QG
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 12
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 14 or General Permit (GP) number
1c
Has the N WP or GP number been verified by the Corps?
❑ Yes
® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
N 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 impacts9 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 1h
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
SR 1601 (Branton Road)
2b
County
Iredell
2c
Nearest municipality / town
Union Grove
2d
Subdivision name
2e
NCDOT only T I P or state
project no
12C 049105
3
Owner Information
3a
Name(s) on Recorded Deed
NC DOT Right of Way
3b
Deed Book and Page No
3c
Responsible Party (for LLC i f
applicable)
3d
Street address
3e
City state zip
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 12
PCN Form — Version 1 3 December 10 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other specify
4b
Name
Mike Holder
4c
Busines s name
(if applicable)
N C Department of Transportation Division 12
4d
Street address
1710 East Marion Street
4e
City state zip
Shelby NC 28151
4f
Telephone no
704 480 9020
4g
Fax no
704 480 5401
4h
Email address
mholder @ncdot gov
5
Agent/Consultant Information (if applicable)
5a
Name
Trish Simon
5b
Business name
(if applicable)
N C Department of Transportation Division 12
5c
Street address
1710 East Marion Street
5d
City state zip
Shelby NC 28151
5e
Telephone no
704 480 9044
5f
Fax no
704 480 5401
5g
Email address
tsimon @ncdot gov
Page 2 of 12
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)
NA
1 b Site coordinates (in decimal degrees)
Latitude 36 01873 Longitude 81 0096
(DD DDDDDD) ( DD DDDDDD)
1c Property size
Permit areas = < 10 acres Paving project = 2 6 acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
proposed project
Two unnamed tributaries to Rocky Creek
2b Water Quality Classification of nearest receiving water
C
2c River bas in
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
Pipes are located on unpaved secondary road that is to be paved Landuse along the road is designated forested with
some cropland /pasture
3b List the total estimated acreage of all existing wetlands on the property
0
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
200 feet
3d Explain the purpose of the proposed project
The purpose of the proposed work is to replace deteriorating pipes and to bring the road section up to paved road
standards for the safety of the travelling public
3e Describe the overall project in detail including the type of equipment to be used
NCDOT proposes to replace two deteriorating pipes on SR 1601 in conjunction with a secondary road paving project At
site 1 (Station 26 +10) an existing 30 foot 18 CMP with an 45 foot 24 CMP A 4 ft x 4 ft drop box will be constructed at
the inlet of the 24 CMP with a 10 foot 18 RCP extending upstream from the dropbox The 18 CMP will be constructed
on a steep slope therefore the construction of a dropbox will allow energy dissipation within the box At site 2 (Station
38 +00) a 40 foot 48 CMP will be replaced with a 50 ft 38 x 57 CMPA Ten feet of nprap will be used at the pipe inlet
and outlet for structure stabilization At site 2 a 36 ft 60 CMP will be replaced with a 50 ft 95 X 67 CMPA Ten feet of
riprap will be used at the inlet and outlet at both sites for structure stabilization Temporary cofferdam pumping system
will be used to divert the stream around the construction site as needed The Project will be constructed using typical
heavy equipment (trackhoe backhoe etc )
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 ® No ❑ Unknown
Comments Jurisdictional stream determination made by
Division 12 DEO
4b If the Corps made the jurisdictional determination what type
F-1 Preliminary El Final
of determination was made
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Page 3 of 12
PCN Form — Version 1 3 December 10 2008 Version

5 Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ® No ❑ Unknown
5b If yes explain in detail according to help file instructions
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes explain
Page 4 of 12
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
Page 5 of 12
PCN Form — Version 1 3 December 10 2008 Version

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
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ 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 FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
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)
Site 1 (Station
S1 ® P [--IT
26 +10) Increase
1st UT to Rocky
® PER
® Corps
1 5
29
in Pipe Length
Creek
❑ INT
® DWQ
(Dropbox/pipe)
Site 1 Riprap at
S2 ® P ❑ T
inlet and outlet for
1 st UT to Rocky
❑ PER
® Corps
1 5
10
structure
Creek
® INT
® DWQ
stabilization
S3 ❑ PET
Site 1 Cofferdam
1 t UT to Rocky
❑ PER
® Corps
1 5
60
bypass pumping
Creek
® INT
® DWQ
S4 ® P FIT
Site 2 (Station
38 +00) Increase
2 d UT to Rocky
® PER
® Corps
4
10
in pipe length
Creek
E:1 INT
DWQ
Site 2 Riprap at
S5 ®P ❑ T
inlet and outlet for
2 "d UT to Rocky
® PER
® Corps
4
10
structure
Creek
❑ INT
® DWQ
stabilization
S6 ❑ P ®T
Site 2 Cofferdam
2nd UT to Rocky
❑ PER
® Corps
4
60
bypass pumping
Creek
❑ INT
® DWQ
3h Total stream and tributary impacts
59
31 Comments Permanent Impacts
Page 6 of 12
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
02 ❑ PEI T
03 ❑ PEI T
04 ❑P ❑T
4f Total open water impacts
4g Comments
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
P2
5f Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
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 basing
❑ 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
B1 ❑P ❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 7of12
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
At site 1 due to the steep slope of the upstream channel a dropbox will be constructed at the pipe inlet to dissipate energy
and the upstream pipe from the dropbox will be placed at existing streambed elevation to prevent upstream headcuttmg This
allows for the 24 crosspipe to be placed at -2% slope At site 2 the pipe inlet and outlet will not be buried per regulation in
an effort to prevent stream destabilization
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Minimization of impacts by installing appropriate erosion control measures
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)
El DWQ ❑ Corps
2c If yes which mitigat ion 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
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
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)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
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
Page 8 of 12
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
buffer mitigation?
❑ Yes ® No
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
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
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)
6h Comments
Page 9 of 12
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?
lb
If yes then is a diffuse flow plan included? If no explain why
❑ Yes ❑ No
Comments
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
NA %
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative
description of the plan
Complies with NCDOT s 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?
NA
❑ 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
attached9
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 10 of 12
PCN Form — Version 1 3 December 10 2008 Version

F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land?
1 b
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
letter)
❑ Yes
❑ No
Comments
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)
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
The project is classified as a minimum critiena project which has low potential for cumulative /indirect impacts and will not
result in additional development which could impact water quality
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
No wastewater generated from project
Page 11 of 12
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?
❑ Raleigh
5c If yes ind icate 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 and on site survey
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No salt marshes oyster reefs or seagrass beds in the vicinity of the project
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 National Register of Historic Places were reviewed for historic sites in the vicinity of the project NCDOT Cultural
Resources Group review of project
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
8c What source(s) did you use to make the floodplain determination? FEMA FIRM panal number 3710480300E
M, L 4 -o 1
�v -/, gW4 Cr)
3 -A -0-
Applicant/Agent s Printed Name
Date
Applicant/Agent s Signature
(Agents signature is valid only if an authorization letter from the applicant
is provided
Page 12 of 12
PCN Form — Version 1 3 December 10 2008 Version

Vicinity Map
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Iredell County
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Name GILREATH Location 036 0187329 N 081 0096427 W
Date 3/27/2012 Caption Pipe Replacements /Sec Rd Paving SR 1601 (Branton Rd) UT's
Scale 1 inch equals 1000 feet to Rocky Crk Class C Waters Yadkin River Basin
copyngnt(c)issa Maptem Inc

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Iredell County
Site 1, Station 26 +10
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EROSION CONTROL
SYMBOLS
TEMPORARY ROCK SILT CHECK TYPE A
TEMPORARY ROCK SILT CHECK TYPE PAM
A WITH PAM
SILT BASIN TYPE B
TEMPORARY DIVERSION TD
TEMPORARY SILT DITCH
TSD
WATTLE (18 )
WATTLE WITH PAM (18)
PAM
TEMPORARY ROCK SILT CHECK TYPE B
-
TEMPORARY ROCK SEDIMENT DAM TYPE B
a
ROCK PIPE INLET PROTECTION
ROCK LINED DITCH
DIRECTION OF WATER FLOW
BREAKPOINT BP
ROCK INLET PROTECTION TYRE C
EROSION CONTROL MATTING
PERMANENT SOIL REINFORCEMENT MAT
( PSRM )
SILT FENCE Oki lim
PIPE OUTLET ENERGY DISSIPATOR
Sheet 1

EROSION CONTROL
SYMBOtS
CORE FIBER BAFFLE CFB
SPECIAL SEDIMENT CONTROL FENCE
Sheet 1

SR 1601 Branton Rd
Area
15 +00
95x19 x3 �
4 Weir I
2 CFB I
I
I
I
I
I
I
I
I
I
I
13+00
I
I
I
I
I
i
I
I
I
I
i
I
I
11 +00
I
I
I
I
I
I
Begin Proiect
i
0
60 Day Option
�I
I\ 95 xl9 x3
I 4 Weir
, 2 CFB
I
I
14 +00
I
I
I
I
I
Special sediment
control fence is to
I be used at low
points of silt fence
I
I
I
I
I 12 +00
I
I
I
I
I
Existing Drive
I
I
W 48 CMP i —►
1W, mFdv
I
o ,
10 +00
Prepared by Eric A Patterson (Level III A #694) Page 5 of 5 3/23/2012

SR 1601 Branton Rd
outlets of special
sediment control I
fence as required
I
I
I
I
I
I
21 +00
I
Add Slope
Proctection
i
I
I
I
I
Temporary
Rock
Sediment
Dam Type A
19 +00
.0
U
CL
in
Q
I
I
I
I
I
I
V
PAM
N
PAM
w
M
a
N
a
24 RCP
17 +00 t
4 Weir Break Point 16 +66
1 CFB
U Wffff= Existing Bridge
22 +00
4 x20 x3
I 4 Weir
I 3 CFB
I
I
I
I
3 x9 x3
I 3 Weir
1 CFB
I
I
I
I
20 +00
I
I
I
I
I
I
I
I
I
I
I
I
I
18 +00
I
I
I
I
=I
!� 4x8 x3
!( 4 Weir
1 CFB
16 +00
60 Day Option
Prepared by Eric A Patterson (Level III A #694) Page 4 of 5 3/23/2012

SR 1601 Branton Rd
I
I
I
I
I
I
I
I
I
I
27+00
I
I
I
I
Add Slope
Proctection
I
I
Note Extend pipe I
and build out
shoulder section
(approx 20) I
I
I
25 +00
I
I
I
I
I
I
I
I
I
I
I
I
I
23 +00
I �
I
Add slope
protection as
0
0
d
d
v
0
r
Co
60 Day Option
PAM I
PAM W I
N I
^ PAM
L 28 +00
PAM m I
PAM U) I 8 x20 x3
v I 4 Weir
J I 3 CFB
U)
10
� I
PAM I
Ln PAM
PAM 3x9 x3
I 3 Weir
1 CFB
I
24 RCP D I
0
o
U lA
m rn �^
Cn PAM
_� Break Point 25+41 ^'
s
Cn
_ 18 RCP
M
U
m
r
CL
a
PAM
N
O
O
I
Break Point 23+97
— — — — ► I
Prepared by Eric A Patterson (Level III A #694)
18 CMP
26+00
18.x10 CMP
n Ditch
Existing Drive
I
Rock Inlet
Sediment Trap
Type C
I around D I
I
I
I
I
I
24+00
I
I
I
I
I
I
Note Eliminate
crossover by
fill ing vertical sag
I
I
3/23/2012
iY1;1�
iee
IN
18 CMP
26+00
18.x10 CMP
n Ditch
Existing Drive
I
Rock Inlet
Sediment Trap
Type C
I around D I
I
I
I
I
I
24+00
I
I
I
I
I
I
Note Eliminate
crossover by
fill ing vertical sag
I
I
3/23/2012

SR 1601 Branton Rd
I
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I
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I
I
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I
I
I
I
I
33 +00 I
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I
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I
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I
31 +00
I
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I
I
I
I
I
I
I
I
I
I
I
29 +00
I
I
M
U
m
t
a
N
a
PAM
0
N
O
Break Point 33 +42
F.,!Qq ) 24 RCP M
U
w
M
r
CL
U)
rr, K-
z r`
�!4t3.
E
d
m
rn
C
N
X'
w
60 Day Option
34 +00
32 +00
I
I
I
I
I
I
Note Eliminate
crossover
I
I
I
I
I
30 +00
I
I
L 5 x17 x3
I 4 Weir
I 2 CFB
I
Existing Drive
I
I
I
Prepared by Eric A Patterson (Level III A #694) Page 2 of 5 3/23/2012

SR 1601 Branton Rd
I
I
I
40+50 I
I
I
I
i
I
I
I
I
I
I
39 +00
4 x8 x3
4 Weir
1 CFB
I
4x8x3
4 Weir
1 CFB
I
I
I
I
37+00 i
I
I
i
I
I
I
I
I
I
I
I
I
I
35 +00
TD
1 48 RCP
60 Day Option
60 RW
I
FTD
I End of Project
I
I
40 +00
PAM
�x I
CD I
N I
PAM
I
� 4x8 x3
I 4 Weir
1 CFB
I
I
I
I
I
38+00
I
Prepared by Eric A Patterson (Level III A #694) Page 1 of 5 3/23/2012
Boondocks Trail
M
4x8x3
I
4 Weir
1 CFB
F 24 RCP
a
3 x9 x3
I 3 Weir
1 CFB
PAM
I
PAM
I
M
PAM
N 1�
PAM
I
36 +00
PAM
i
I
n
I
I
I
I
Prepared by Eric A Patterson (Level III A #694) Page 1 of 5 3/23/2012

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division 17 County Tredell project ID 12C 049105
River Basin Yadkin Bridge No NA
Route SR 1601, Branton Road Stream Two UT's to Roc la Creek
Water Quality Criteria
Yes No
Stream Crossing Blue Line On USGS r ry
ORW r r
WSI F rV
WS II,III OR IV, Crossing Within 0 5mi of W S Critical Area i ry
Roadway Criteria
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Information
Is a Hazardous Spill Basin Required?
Yes No
r�
r R-
Yes No
F W
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997)