20110361 Ver 1_Application_20110415

STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION g'"'r/1
BEVI?RI.y EAVES PERDUE
GO%ERNOR
April 8, 2011
Ms. Liz Hair
Asheville Regulatory Field Officc
US Army Corp of Engineers
151 Patton Avenue
Asheville, NC 28801-5006
EuarNr: A. CONrt, JR.
SCCREIAR1'
11®31
SUBJECT:Bridge #358 Replacement & Two Pipe Replacements/Secondary Road Paving on SR
2017 (Tom Lauren Road), Iredell County.
Dear Ms. Hair:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge 9358
and two pipes in conjunction with a secondary road paving project on SR 2107 (Tom Lauren
Road) in fredell County. NCDOT requests authorization to replace at Site I an existing timber
bridge with a 60-foot long, 112' x 75' CMPA, at Site 2 a 36-foot long, 60 CMP with a 95" x
67^ CMPA, and at Site 3 a 30-foot, 24^ CMP with an 36-foot long, 36" RCP. Ten feet of
riprap will be used at each site for inlet and outlet structure stabilization. At Site 2, the proposed
pipe will be placed upon -5% slope: therefore it is proposed to place the pipe at existing
streambed elevation to prevent upstream destabilization. The existing pipe is perched and a
scourhole has formed at the outlet. The outlet invert of the new pipe will be placed at the
streambed elevation past the existing scourhole: however, the new pipe will remain slightly
perched; therefore, a.short rock ladder will be constructed to connect the pipe invert %%ith the
downstream bed elevation. Additionally, the existing outlet scourhole will be armored with
riprap for energy dissipation. At Site 3, the stream is an intermittent channel, the point of
jurisdiction appears to be located immediately upstream of the existing pipe; however, there is a
steep drainage upslope of the pipe. Therefore, new pipe will be placed at the existing streambed
elevation to prevent upstream headcutting. Due to these site conditions at Site 2 and Site 3,
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
graded and restored back to pre-project conditions.
The scope of the work will permanently impact 70 linear feet of DOtc11111ans Creek (Site 1), 25
linear feet of an unnamed tributary to DUtchmans Creek (Site 2), and 16 linear feet to a second
unnamed tributary to Dutchmans Creek (Site 3), which is classified as Class B Waters by the
Division of Water Quality. No wetland or high quality waters will be impacted by the project.
Post Office Box 47 Shelby, North Carolina 28151-0047
-

SR 2107.,Tom Lauren Road
Page 2
April 8, 2011
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. The State Historic
Preservation Office has reviewed the project area and provided a finding of "No Historic
Properties Affected" (2/4/08. ER Number 08-0076). The federally listed species for Iredell
County (USFWS list dated 9/22/10) include the bog turtle (Clenmys muhlenbergii) Threatened
due to Similarity of Appearance (f S/A). and the dwarf-Flowered heartleaf (Hernslrlis
nanioiw)- Threatened. National Ieritage Program records document the nearest bog turtle
location approximately 10.5 miles southwest of the proposed project area. Bog turtles are
usually found in bogs„marshes. and wet pastures. 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 33 miles
southwest of the proposed project area 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 springheads. There is little suitable habitat within the proposed project area and no
species were observed. The project area is not located within 'L mile of any critical watershed
area, nor is SR 2107 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 NW914, 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: 150461-55120005-120.049103-3126
• 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 Lespinasse, Division of Water Quality, Mooresville Regional Office
.._v .,• .? Office Use Cml : -
t r > i ? Corps action ID no.
DWO project no.
Form Version 1.3 Dec 10 2008 -
Pre-Construction Notification PCN Form
A. A lkant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: ® Section 404 Permit ? 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
_
Id. Type(s) of approval sought from the DWO (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 re
i
d? For the record only for DWQ 401 For the record only for Corps Permit:
qu
re Certification:
? Yes N No ? Yes ® No
If. 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 ? Yes ®No
fee program.
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: SR 2107 (Tom Lauren Road)
2b. County: Iredell
2c. Nearest municipality / town: Harmony
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
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.0ty, ate, zip:
§
one no.
.:
ddress:
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. Business 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: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Trish Simon
Sb. 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: [e-mail]
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):
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
NA
Latitude: 36.04666
Permit areas = x.10 acres,
Longitude: - 80.65102
(-DD.DDDDDD)
3 project = 4.38 acres
Dutchman Creek and two unnamed tributaries to
Dutchman Creek
B
Yadkin
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.
Existing timber bridge, 36-ft,60" CMP and 30-ft, 24" CMP. Bridge and pipes are 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:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
300 feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to replace deteriorating pipes and bridge and to bring the road section u
road standards for the safety of the travelling public p to paved
.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT proposes to replace a deteriorating bridge with a 60-ft, 112" x 75" CMPA at site 1. Ten feet of riprap 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 for structure stabilization. Due to the proposed slope of the
new pipe (-5%), the pipe will not be buried and will be placed at the existing streambed elevation (outlet elevation based
upon streambed past an existing outlet scourhole). Additionally, a short rock ladder will be constructed to connect the
invert elevation and the bed elevation and the scourhole will be armored with rock for energy dissipation. At site 3, a 30-
ft, 24" CMP will be replaced with a 36-ft, 36" RCP. The stream is an intermittent channel where the point of jurisdiction
appears to be located immediately upstream of the existing pipe, however, there is a steep drainage upslope of the pipe.
Therefore, new pipe will be placed along the existing streambed elevation. 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?
Comments: Jurisdictional stream determination made by Yes ®No El Unknown
Division 12 DEO.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ? Preliminary ? Final
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
S. 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.
6a. Future Project Plans -
Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page a of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1 a. 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 imoacled.
2a. 2b. 2c. 2d. 2e. 2f.
Weiland 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 ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWO
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2.?. 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. 37f. 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- Bridge #358
St ®P ? T Replacement/Riprap Dutchman Creek ® PER ® Corps
5
70
stabilization at inlet ? INT ® DWO
&outlet

S2 [:I POT Site 1- Cofferdam
Dutchman Creek ® PER Z Corps
5
15
bypass pumping ?INT ®DWQ
Site 2- Increase in
S3 ®P ? T Pipe length/Riprap 1st UT to ® PER ® Corps
stabilization at inlet Dutchman Creek ? INT ® DWO 4 25
&outlet
S4 ? POT Site 2- Cofferdam 1st UT to ® PER ® Corps

bypass pumping
Dutchman Creek
? INT
® DWQ q 15
Site 3- Increase in
S5 ®P ? T pipe length/Riprap 2ntl UT to ? PER ® Corps

stabilization at inlet
Dutchman Creek
® INT
® DWQ 1 16
&outlet
S6 ? P ®T Site 3- Cofferdam 2nd UT to ? PER ® Corps

bypass pumping
Dutchman Creek
® INT
Z DWO 1 15
3h. Total stream and tributary impacts 111•
3i. Comments: 'Permanent Impacts
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4 O W
. pen aier impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds
the U.S. then individually list all open water impacts below , the Atlantic Ocean, or any other open water of
.
44. 4b. 4c.
Open water Name of waterbody
4d.
4e.
impact number- (if applicable) Type of impact
Permanent (P) Walerbod type Area of impact (acres)
Y
or Temporary
T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T °
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
construction ro osed, then complete lete the chart below
.
. 5c.

Sd

Welland Impacts (acres)
oposed use or purpose of . Se.
Stream Impacts (feet) Upland
pond (acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
K

P2

5g. Comments:
5h. Is a dam high hazard p
ermit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 12
PCN Form -Version 1.3 December 10, 2008 Version
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 an 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
61b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Temporary impact required?
T
B1 ?P?T ?Yes
? No
B2 ? PEI T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
At site 2, the proposed pipe will be on a -5% slope: therefore, the replacement pipe will be placed at existing streambed
elevation and an existing scourhole will be armored to prevent stream destabilization. Al site 3, due to a steep grade upslope
of the exisitng pipe, the replacement pipe will be placed at existing streambed elevation to prevent upstream headcutting.
1b. 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 ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. Ifyes. mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigat ion option will be used for this project? ? 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
Page 8 of 12
PCN Form -Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non-riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
5. Complete if Using a Permittee Responsible Mitiaation
? Yes
linear feet
? warm ? cool
square feet
acres
acres
acres
Plan
?cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWO
6a. Will the project result in an impact within a protected riparian buffer that requires ? Yes
buffer mitigation? ®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.
6C. ca
Zone Reason for impact
Zone 1
Zone 2
Total impact I Multiplier
(square feet)
3 (2 for Catawba)
1.5
6f. Total buffer mitigation required:
Required mitigation
(square feet)
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
1 a . Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? ? Yes ®No
1b . If yes, then is a diffuse flow plan included? If no, explain why.

Comments: ? Yes El No
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, na rrative 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 government's jurisdiction is this project? NA
? Phase II
3b. Which of the following locally-implemented slormwater management programs ? NSW
apply (check all that apply): ? USMP
? 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
4a. Which of the following state-implemented stormwater management programs apply El HOW
? 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
? C
1 . auppiememary mtormation
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? ®Yes El No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)? ? Yes
No
1c . 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,
or Riparian Buffer Rules (15A NCAC 2B .0200)? ? Yes
®NO
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
additional development, which could impact nearb
down
t
E] Yes
® No
y
s
ream 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 critieria project which has low potential for cumulative/indirect im
result in additional development which could impact water quality. pacts and will not
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewate
the proposed project, or available capacity of the subject facilit r generated from
y.
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
habitat? ? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
i
t
?
? Yes ® N
mpac
s o
Sc. If yes, Ind icate the USFWS Field Office you have contacted E] Raleigh
. ? 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
status (e.g., National Historic Trust designation or properties significant in
? Yes ® No
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. The State Historic
Preservation Office has reviewed the project and determined that no resource properties will be affected (ER 08-0076).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
81b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM panal number: 3710488400K
M-???1-?
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's 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
Tom Lauren Road, SR 2107
Secondary Road Paving/Bridge #358 Replacement
and Two Pipe Replacements
Iredell County

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Name: LONE HICKORY
Date: 3130/2011
Scale: 1 inch equals 1333 feet
Location: 036° 02' 16.19" N 080. 42' 32.91" W
Caption: SR 2107 (Sec. Rd. Pvng/ BR358 2 Pipe Rplcmnts, Dutchman
Crk 2 UT's to Dutchman Crk, Class B, Yadkin

Upstream
11,
Site 1
Bridge #358 Replacement
SR 2107, Tom Lauren Rd

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Pipe Replacement
SR 2107, Tom Lauren
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SR 2107 Tom Lauren Road

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!) Pumping system to be used to
divert the stream around the
construction site as needed.
2) Any contaminated water within
the construction site is to be
pumped into a silt bag
3) Silt fence is to be placed around
stockpile and project as it allows.
4) Upon completion of the project all
silt fences ore to be placed as
needed. Also seeding and mulching
of disturbed areas.
5) Divert renoff into storage basins
or into TRSC-A before leaving the
project. Place containment devices
at the end of silt fence.
6) Place TR5C-A'5 or Special Sediment
Control Fence in the low points with
weep holes in silt fence as needed.
Proposed 112"x 75"
CMPA 60* Long
Bench Mark set in
24" Red Oak. Assume
Elevation 1000

Z Shot Rock or Class II
Rip Rap placed P
all four corners. Not
to exceed 5' past the
Headwall

IFT
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Unnamed Tributary
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Existing Single Span
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Joist Bridge to be removed
12th NCDOT
Bridge Maintenance
Pipe replacing Existing
Bridge # 358
SR 2107 Tom Lauren Rd
Iredell Co
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NC Department of Transportation
Division of Highways
Highway Building
1 S. Wilmington Street
Raleigh, NC 27601
SUBJECT- SIG _---PROJECT o•,a ?ay r, nJ
COUNTY
PREPARED BY DATESTATION II
CHECKED BY DATE STR NO SHEETIOF 3
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NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: I7 County:_ tredell Project ID: 12C.049103
River Basin: Yadkin Bridge No: NA
Route: SR 2107, Tom Lauren Road Stream: Dutchmans Crk and two UT's
to Dutchmans Creek
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS v
ORW
WSI
WS 11,111 OR IV, Crossing Within 0.5mi of W.S. Critical Area
Roadway Criteria:
Route Designation- Yes No
Arterial Urban
Arterial Rural
Additional Site Infonnation:
Yes No
Is a Hazardous Spill Basin Required?
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
WBS# 12C.049103 S. R. 2107
ROAD NAME: Tom Lauren Road (SR 2107)
COUNTY: Iredell
FROM: Sandy Springs (SR 2105) to County Line
TOWNSHIP: Eagle Mills
WIDTH STAKED : 60 ft R/W WIDTH
PROPOSED IMPROVEMENT:
Grade, Base and Pave
DATE: 3/15/2011
NOTE:
SEE DETAILS ATTACHED FOR
CONSTRUCTION OF E&S DEVICES
Phase ONE (Station 0+00 to 30+50)
Phase TWO (Station 30+50 to 42+75)
Phase Three (Station 42+75 to 54+50)
1. Mark Taylor
Level III Certification #
S` MBOLS
TEMPORARY ROCK SILT CHECK TYPE-A
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
ROCK PIPE INLET PROTECTION
ROCK LINED DITCH
DIRECTION OF WATER FLOW
EREAKPOINT BP
ROCK INLET PROTECTION: TYPE -C
EROSION CONTROL MATTING
PERMANENT SOIL REINFORCEMENT MAT
(PSRM)
SILT FENCE..
PIPE OUTLET ENERGY DISSIPATOR{;,
CORE FIBER BAFFLE CFB
Sheet1
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Begin Proiect
2'x 4'x 3'
1' Weir
1 CFB
2'x 4'x3
1' Weir
1 CFB
J J - - - O 0+00
13+00
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PAM
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11+00
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3'x 6'x3'
2' Weir I
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5: x 15'x 3'
3' Weir
2 CFB
I
5+00 I
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6'x 16'x3'
4' Weir
2 CFB
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10+00
?I 3'x6'x3'
2' Weir
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2 CFB
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21+00
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20+00
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33+00
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31+00 i
4'x14'x3' I
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30+00
29+00 I `/ I ?-
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25+00
4: 8' x 3' I
4' Weir i
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28+00
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4' Weir
I 2 CFB
I 26+00
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24+00
4'x8'x3'
I 4' Weir
I 1 CFB
45+00
I
5'x 15'x3' I
3' Weir j PAM
2 CFB
43+00
2'x9'x3'
1' Weir
1 CFB

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41+00
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39+00
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2'x4'x3'
1' Weir
1 CFB
37+00
4'x 12'x3'
3' Weir
2 CFB
i JPA
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36" RCP
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44+00
PAM I
3' Weir
DENIM* i 5'x15'x3'
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42+00
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Break Point 35+00
35+00 '
PAM
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54+50
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1' Weir
1 CFB
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53+00
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51+00
5'x 19'x3'
3' Weir
2 CFB
I
49+00 FC x19'x3'
Weir FB I
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3' Weir j
1 CFB
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60' RW
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------ End of Project
54+00
48+00
5' x 19' x 3'
F. 4-17 1
3' Weir
I 2 CFB
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46+00
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-? 2' Weir
2'x 8'x3'
1' Weir
1 CFB
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52+00
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5'x 19'x3'
3' Weir
2 CFB
50+00
F?+,