20071622 Ver 1_Application_20070925

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
September 18, 2007
Mr. John Hennessy O 7 ~„ ~ ~ 2
401/Transportation Permitting Unit
1650 Mail Service Center
Raleigh, N.C. 27699-1650
SUBJECT: Secondary Road Paving/Pipe replacement, SR 1365 (Hunter Rhyne Road), Lincoln
County
Dear Mr. Hennessy:
The North Carolina Department of Transportation proposes to replace a pipe in conjunction with a
secondary road paving project on SR 1365 (Hunter Rhyne Road) in Lincoln County. The existing 37.4-
foot, 42" CMP will be replaced with an 80-foot, 48" CMP with inlet headwall. The new pipe will be
placed on a skew to better align the upstream and downstream sections, which will result in the loss of
~50 linear feet of stream length. The new pipe will also buried one foot below the existing streambed
elevation as required. Upslope of the proposed pipe replacement a seep originates beside the existing
ditchline and flows down the ditchline for approximately 120 feet. A french drain will be constructed to
"capture" the seep flow and redirect the flow to the proposed new ditchline, which will be constructed on
new location on the same profile grade as the existing ditchline. Erosion control matting will be utilized
in the new ditchline as necessary.
Temporary cofferdams and bypass pumping will be utilized, as needed, to manage the stream during
construction. Upon project completion, the channel disturbed by the temporary cofferdams will be
restored to pre-project conditions and the area seeded and stabilized. The total scope of the work will
result in 170 feet of permanent impacts to two unnamed tributaries to Ballard Creek, which is classified as
a Class C waters by the Division of Water Quality.
The project is not located within '/~ mile of any critical watershed area nor is SR 1385 a rural or urban
arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous spill basin checklist.
Based upon correspondence with the State Historic Preservation Office (SHPO), dated June 2004, the
proposed project area has been reviewed and SHPO has determined that no historic properties will be
affected (ER Number 04-1568).
This office has conducted a GIS and field survey for the project threatened/endangered species. The
federally listed species for Lincoln County (USFWS listed dated March 8, 2006) include Michaux's
sumac (Rhus michauxii) and the dwarf-flowered heartleaf (Hexastylis narr~ora).

SR ] 465, Hunter Rhyne Road
Page 2
September 18, 2007
Natural Heritage Program records document the nearest Michaux's sumac location approximately 15
miles southeast (in Mecklenburg County) of the proposed project area. There are no known sites of
Michaux's sumac in Lincoln County. The sumac is typically found in sandy or rocky, open woods and
appears to survive best in areas with some disturbance, such as artificially or naturally maintained
clearings. Michaux's sumac was not observed in the project. Natural Heritage Program records document
the nearest dwarf-flowered heartleaf location approximately 3.5 miles northwest of the proposed project
area. 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. The proposed project site is comprised
mostly of maintained DOT right of way and open agricultural fields. There did not appear to be suitable
habitat within the proposed project area and no species were observed. NCDOT is recommending a
finding of "no effect" for T&E species.
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: 150457-55120005-120.055052-3855
• 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
,t
BY:
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: Polly Lespinasse, DWQ, Mooresville Regional Office

Office Use Only: Form Version March OS
200 71 622
USACE Action ID No. DWQ No.
(lf any particular item is not applicable to this project, please enter "ivot Hppiicaoie"" or "~iviH°. j
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 (WIC#36271
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: tsimon(a~dot.state.nc.us
Page 1 of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
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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/Secondary Road Paving, SR 1365 (Hunter Rhyne Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 12.055052
3. Property Identification Number (Tax PIN): NA
4. Location
County: Lincoln Nearest Town: Lincolnton
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From Lincolnton, east on
Hwy 150 turn right onto SR 1349, then right onto SR 1365 and proceed to site.
5. 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°31'19''°N 81°06'41"°W
6. Property size (acres): < 0.10 acres- permit site: Entire secondary road project ~3.0 acres
7. Name of nearest receiving body of water: Two unnamed tributaries to Ballard Creek, Class
C Waters (from source to Wingate Creek).
8. River Basin: Catawba
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:,~/h?o.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 secondary road.
General Land Use- wooded agricultural.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used_
Replacement of a 42", 37.4-foot CMP with a 48", 80-foot CMP with inlet headwall placed on
new alignment to better align the upstream and downstream stream sections, which will
resuii in the Loss of ~50 linear ieel of stream icn ih. Utisiupe of iliis ctos~iilg, a neck
originates and flows down the existing ditchline for approximately 120 feet. NCDOT
proposes to construct a french drain to "capture" the seep flow and redirect the flow down the
proposed new ditchline, which will be constructed on the same profile grade as the existing
ditchline. Erosion control matting will be utilized in the new ditchline as necessary and will
also be used on the embankment at the main stream pipe inlet and outlet. Typical heavy
equipment (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 rg ade,
base, and pave an unpaved secondary road to paved road standards.
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.
Page 3 of 8

1. Provide a written description of the proposed impacts: Impacts from pipe length
increase and from seep/ditch relocation.
2. Individually list wetland impacts. 't'ypes 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 acreage, multiply length X width, then divide by 43,560.

Stream Impact Average
Impact
Area of

Number Stream
Type of Impact Perennial or Stream Width
Length
Impact
indicate on ma
( P) Name Intermittent? Before
(linear feet)
(acres)
Im act
15f UT to
1 Ballard Pipe Fill Perennial 4.5 feet 50 feet .005
Creek
Temporary
1 Cofferdams/Bypass 30 feet .003
Piping
2"d UT to Ditch/Seep 0
5
1 Ballard Relocation Intermittent . 120 feet .001
Creek
170 teet .006 acre

Total Stream Impact (by length and acreage) permanent
*30 feet permanent

'Temporary Impacts ~15 feet upstream/downstream of pipe impacts
temporary *.003 acre
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) T e of Im act
yP P lake and estua
( ~ P ry, 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 project:
Stream Impact (acres): 0.006
Wetland Im act (acres): 0
O en Water Im act (acres): G
Total Im act to Waters of the U.S. (acres) 0.006
Total Stream Impact (linear feet): 170 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.
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
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. The road is being paved on the
existing roadway footprint. The increase in pipe length is due to the proposed skew_ to better
ali ng the upstream and downstream sections. Erosion control matting will be utilized on the
embankment at the inlet and outlet of the main stream pipe. The ditch/stream will be
reconstructed in a new location on a similar profile grade and matting will be utilized as needed
for stabilization.
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
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
watering, irrigation, aesthetic, trout pond,
Page 5 of 8

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
l.. a:_~ a ..... ~ a~ •„,.,.,,.r ~,,,~ fiNn~tinn ar:d rPlatljlP l/allle of thP. lmn~C,fP,(j
1111.1UUlllb' s1GG CLnU L~'~Jc vt prvpvS~.u iiiaruv~ wiu i-
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://h?o.enr.state.nc.us/ncwetlands/stnn;~ide.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.
MITIGATION NOT 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:/'h?o.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:
3.
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-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
coordinaior ai (9i9) i33-~0$3 iv review current ihreshuids fur envir~rtmentai ducumeniaiion.
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 r~~~.~~o f o«~ Multiplier ,~,~,~;~~~,~~
1 ~ ~ 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 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
stonmwater 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.
Page 7 of 8

The existing unpaved roadway is 20 feet wide and the proposed paved section will be 20 feet
wide with ~6 ft shoulder; therefore, there will be a minimal increase in impervious surface.
Xll. aewage Disposal (required by ll W ll)
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 secondaryroad paving and 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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SR 1365, Hunter Rhyne Road, Lincoln Caunty
Seep flow
down road-
side ditchline
Downstream
Upstream
origin of roadside seep

EROSION AND SEDI~~IENTATIOIN
CONTROL PLAN
LINCOLN COUNTY
SR 1365
DATE : APRIL 16, 2007
DIVISON OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
WBS#120.055052

CONSTRUCTION SEQUENCE
1. Grading to be started by state forces. Install all necessary silt fences, sediment basins, and check dams
and begin clearing construction area.
2. Rough grade the construction area and begin installing any storm drainage and/or cross lines. Install
inlet and outlet protection as storm drainage is being installed.
3. As an area is brought to finish grade and the black base is placed for the road, and the shoulder
finished, then seed, mulch and tack should be provided for denuded areas.
4. Leave all erosion control devices in place until vegetation has been established sufficiently to
withstand erosion. DO NOT remove any erosion control devices until directed by the County
Engineer.
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation following every
runoff producing rainfall but in no case less than once every week. Any repairs will be made
immediately to maintain all practices as designed.
2. Sediment will be removed from behind the sediment fence when it becomes about 0.5 feet deep at the
fence. The sediment fence will be repaired as necessary to maintain a barrier.
3. All seeded areas will be fertilized, reseeded as necessary and mulched according to the instruction in
the seeded specifications to maintain a vigorous, dense vegetative cover.
4. Outlet protection will be installed when outlets are installed. Filter fabric will be placed under the
entire stone section and will be repaired and replaced if damaged during any phase of construction.
5. Sediment will be removed from the basin when it reaches 1.0 foot below the emergency spillway. The
filter stone is to be cleaned or replaced when basin no longer drains properly.
GROUND COVER FOR SLOPES, FILLS AND OTHER GRADED AREAS
The angles for graded slopes and fills shall be no greater than the angle which can be retained by vegetative
cover or other adequate erosion control devices or structures.
Seeding should be done in accordance with the specifications for that season of the year.
Additional erosion control measures may be required depending on the actual field conditions.

PROJECT
DESCRIPTION
SR 1365 (HUNTER RHYNE) from its intersection with SR
1362 (AMITY CHURCH) approximately 0.44 miles to where it
intersects with SR 1349 (KING WILKINSON). No problem
areas are anticipated. The work will be completed during the 2007
construction season.

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NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1? County: T.inrnln Project ID:
River Basin: Catawba Bridge No: Secondary Road Pavin Pipe
Replacement
Route: SR 1365 Hunter Rhyne Road) Stream: Two unnamed tributaries
to Ballard Creek, Class C Waters
Water uality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r 't
ORW r r
WSI ~
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 r
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? ~
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
*One of the unnamed tributaries is not a blue line on USGS