20071548 Ver 1_Application_20070913

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
September 10, 2007
Mr. John Hennessy
401/Transportation Permitting Unit o
1650 Mail Service Center
Raleigh, N.C. 27699-1650
SUBJECT: Pipe Replacement on SR 2339 (Wall Street), Iredell County
Dear Mr. Hennessy:
The North Carolina Department of Transportation proposes to replace a 36-foot, 66" CMP on SR
2339 (Wall Street) in Iredell County with a 50-foot, double 81"x 59" CMPA with inlet
headwall and associated riprap for structure stabilization. The channel has overwidened to ~15
feet width at the existing pipe inlet and outlet. Rock-faced floodplain benches will be constructed
at the new pipe inlet/outlet and the high bank downstream of the new flood flow pipe will be
lowered to 1 foot above normal stream elevation to allow high flows to flow over the bench.
Rock stabilization will be used on the streambanks for ~15 feet upstream/downstream of the new
pipe. The excavated bench and constructed benches will be stabilized with coir fiber matting.
The streambed has scoured at the inlet and outlet of the existing pipe. The new pipe will extend
to the normal streambed elevations beyond these scoured areas; therefore, the required one-foot
pipe burial will be based upon the thalweg elevations beyond the upstream and downstream
scourholes.
Temporary cofferdams and bypass pumping will be used for stream management during
construction. Upon project completion, the area impacted by the temporary cofferdams will be
returned to pre-project conditions and the area seeded and stabilized. The total scope of the work
will result in 44 feet of permanent impacts to an unnamed tributary to Third Creek, which is
classified as Class C waters by the Division of Water Quality.
The project is not located within '/z mile of any critical watershed area nor is SR 2339 a rural or
urban arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous spill
basin checklist.

SR 2339, Wall Street
Page 2
September 10, 2007
This office has conducted a GIS and field survey for the project for historical sites and
threatened/endangered species sites. 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
federally listed species for Iredell County (USFWS list dated May 10, 2007) include bog turtle
(Clemmys muhlenbergii). Natural Heritage Program records document the nearest bog turtle
location approximately ] 6 miles north of the proposed project area. Bog turtles are typically
found in bogs, marshes, and wet pastures. There is no suitable habitat located within the project
area. T/SA species are not subject to Section 7 consultation; however, NO EFFECT on this
species is anticipated.
I have enclosed apre-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: 150465-55120005-12B.204921-3855
• TIP #: NA
• Project Category: $200.00 Fee
If you have any questions or concerns, please feel free to contact me at [phone]. Thank
you for your time and consideration to this matter
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY: , ~i ~i1~
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: Polly Lespinasse, DWQ, Mooresville Regional Office

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. 2 ~ ~ 7 1 5 4 8
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW # 14 (WQC#3627)
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Mike Holder, N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9020 Fax Number: 704-480-5401
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Trish Simon
Company Affiliation: N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: tsimonna,dot.state.nc.us
Page I of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pipe Replacement, SR 2339 (Wall Street)
2. T.LP. Project Number or State Project Number (NCDOT Only): 12B.204921
3. Property Identification Number (Tax PIN):
4. Location
County: Iredell Nearest Town: Statesville
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From Statesville, Hwy 70
west, turn left on SR 2339 and proceed to site.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°45'53"°N 80°51'49"°W
6. Property size (acres): < 0.10 acres
7. Name of nearest receiving body of water: Unnamed tributary to Third Creek, Class C
Waters (from source to a Fourth CreekZ
8. River Basin: Yadkin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing Conditions-pipe on unpaved dead-end secondarX
road. General Land Use- Urban residential and forested.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used_
Replacement of a failing 36-foot, 66" CMP with a 50-foot, double 81" x 59" CMPA. The
channel is overwidened to ~15 feet width at the existing_,pipe inlet and outlet. Rock faced
floodplain benches will be constructed at the new pipe inlet/outlet and the high bank
downstream of the new flood flow ape will be lowered to 1 foot above normal stream
elevation to allow high flows to flow over the bench. Rock stabilization on the streambanks
will extend ~15 feet upstream/downstream of the new pipe. The excavated bench and
constructed benches will be stabilized with coir fiber matting. Typical heav~quipment
(trackhoe, backhoe, etc.) will be used for the construction of this project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to repair a
failing_pipe for the safety of the travelling
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated at this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:Impacts from pipe replacement and
riprap stabilization.
Page 3 of 8

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea e, multi ly len th X width, then divide by 43,560.
Stream Im act
p
Stream
Perennial or Average
Stream Width
Impact
Area of
Number Name Type of Impact Intermittent? Before Length Impact
(indicate on map)
Im act (linear feet) (acres)
UT to
1 Third Pipe length increase Perennial 4 feet 14 feet .001
Creek
Riprap
1 Stabilization/Flooplain 30 feet .003
Bench Construction
Temporary
~
1 Cofferdams/Bypass 60 feet 0.006
Piping
* 44 feet *,004 acre
Total Stream Impact (by length and acreage) permanent permanent
*Permanent impacts contained within area of temporary impacts 60 feet .006 acre
temporary temporary
impacts impacts
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

Total Open Water Impact (acres) 0
Page 4 of 8

6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): Permanent 0.004
Wetland Impact (acres): 0
O en Water Im act (acres): 0
Total Impact to Waters of the U.S. (acres) 0.004
Total Stream Impact (linear feet): Permanent 44 feet
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
NA
8. Pond Creation NO POND IMPACTS
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Minimal increase in Wipe
length to provide adequate road shoulder width Floodplain benches to be constructed at new
pipe inlet and outlet to return overwidened channel to "normal" channel dimensions Hi hg bank
downstream of new flood flow pipe outlet to be lowered ~l foot above normal stream elevation
to allow high flows to flow over bench.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NO MITIGATION ANTICIPATED.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
Page 6 of 8

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* I Impact I I Required
Zone , ~__~_ ~ ~~ Multiplier ,~,~;+;, ,,,;,,,,
1 ~ ~ 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
No increase in impervious surface is proposed.
Page 7 of 8

XII. Sewage Disposal (required by DWQ)
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 is generated from the project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The pipe replacement will not result in additional development of the surrounding area.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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K E `,' TO ~d; AP
500-Year Flood Boundary------'
ZONE
100-Year Flood Boundary---- ZONE Al ,:'
Zone Designa[ions* With ~~~~
Date of Identification ' ---
e.g., 12/2/74 ~~A'f~~.
700-Year Flood Boundary-~~-
ZONE ~
500-Year Flood Boundary
Base Flood Elevation Line 57~~•-~°"~"'
With Elevation In Feet**
Base flood Elevation in Feet IEL 987)
Where Uniform Within Zone"*
Elevation Reference Mark, RM~;-!
River Mile • M1.5
**Referenced to the National Geodetic Vertical Datum of 1529
*EXPLANATION OF ZONE DESIGNATIONS
ZONE EXPLANATION
A Areas of 100-year (loud; base flood elevations and
flood hazard factors not determined.
AO Areas of 100-year shallow flooding where depths
are between one (7 ~ and three (3j lect; average depths
of inundation are shown, but no flood hiazard factors
are determined.
AH Areas of 100-year shallow flooding where depths
are between one (1) and three (3) leer base iiooi
elevations are shown, but no hood hazard 'actors
are de[erm ined.
Al-A30 Areas of 100-year flood; base flood elcvatio ns and
flood hazard factors determined.
A99 Areas of 100-year flood to be protected by flood
p rotec[ion system under consvuction; base flood
elevations and flood hazard factors not determined.
B Areas between limits of the 100-year Flood and SCO-
year flood; or certain areas subject to 100-year flood-
ing with average depths less than one (I ~ foot or where
the contributing drainage area is Tess than one square
mile; or areas pro tec[ed by levees from the base hood,
(Medium shading)
C Areas of minimal flooding. (No shading)
D Areas of undetermined, but possible, flood hazards.
V Areas of 100-year coastal hood with veiecity (wave
action); base flood elevations and hood hazard factors
not dete rm ined.
V1-V30 Areas of 100-year coastal hood with velocity (wave
action); base Flood elevations and Flood hazard factors
determined.
NOTES TO USER
Certain areas not in the special flood hazard areas (cones A and V)
may be protected by flood control structures.
This map is for flood insurance purposes only; it does not neces-
,~..... ..n meas su ujeU to flooding in the commurtily ar
all planimetric feanues outside special flood hazard areas.
Far adjoining rn ap panels, see separately printed Index To Map
Panels.
INITIAL IDENTIFICATION:
AUGUST 1, 1975

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Name: STATESVILLE EAST Location: 035° 45' 48.78" N 080° 51' 50.27" W
Date: 9/4/2007 Caption: Pipe Replacement, SR 2339 (Wall Street), UT to Third Creek,
Scale: 1 inch equals 1000 feet Class C Waters, Yadkin River Basin

SR 2339, Wall Street, Iredell County
Upstream
Outlet
Inlet
Downstream

•
~ Area to be backfield to
~ Create a floodbenCh being
~• I' above normal stream flow
~• and armor the edge with Class
•• Rip-Rap or Shot Rock. Along
• with placing Coir fiber matting
•• over the entire bench
• •
• •
• •
• •
• ••• Proposed Moin
• • Flow Pipe
••• •• (LOW)
•
•
• `^
•
•
1` Unnamed Tributary
1 to Third Creek
Proposed Class II Rip-Rap
- Or Shot ROCk
••
Existing ~66' ;MP /~ /~ ~~~~``
~ ~ / / ~~~
Proposed' 2-81'x 59' x 50' CMPA
Armor the ed a with Class `~ / `
II Rip-Rap or Shot Rock ~ h / /~• `~~~
~~ ~~.
S
Class II RTp-Rapes. ~ A ~`^
Or Shot ROCk ~~ pp~ok, ~~
~ 0,
h . ~ ~ : 5 mties
Area o be backfield to create o flood ~~ ri~
bench being I' above normal stream ~ ~ ~.SR 29
flow and armor the edge with Class ~ ~ ~~9
II Rip-Rap or Shot Rock, Along with
NOTES: placing colr fiber matting over
the entire bench
()Pumping system to be used to divert Deod Tree to be removed and the
4) Upon completion ofi the protect all silt
fences sre to be placed os needed. Also
seeding and mulching of disturbed areas.
stream around the construction site Area to be excavated down to
needed. I.0' above normal stream elevotior~
2) Any contaminated water within the
construction site is to be pumped
into o silt bog Nailin 12' Poplar TBM
3) Silt fence to be plocd around stock Assume Elev. 100.0'
pile and project os it allows
8/07

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NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: ~ ~ County: Trec1P11 Project ID:
River Basin: Yadkin Bridge No: Pipe Replacement
Route: SR 2339 (Wall Street Stream: Unnamed tributary Third Creek,
Class C Waters
Water uality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r
ORW r r
WSI r r
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban r r
Arterial Rural , ~ r
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? r r
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).