20071417 Ver 1_Application_20070820

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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
August 15, 2007
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Mr. Steve Lund
US Army Corp of Engineers -
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, N. C. 28801-5006
SUBJECT: Secondary Road Paving/Pipe replacement, SR 1336 (Moore Mountain Road), Alexander
County
Dear Mr. Lund:
The North Carolina Department of Transportation proposes to replace two pipes in conjunction with a
secondary road paving project on SR 1336 (Moore Mountain Road) in Alexander County. At site 1
(Station 10+00), the existing 38-foot, 24" CMP (on a ~13% grade) will be replaced with an 80-foot, 36"
CMP placed on a 5% grade. At site 2, a 24", 98-foot CMP on a 6% grade will be replaced with a 36",
100-foot CMP on the same grade. An 8-foot rock ladder will be constructed at the outlet of pipes 1 & 2 to
connect the upstream and downstream bed elevations and to facilitate some aquatic passage
Approximately 5 feet of riprap will be utilized at the inlet of both pipes for structure stabilization. Due to
the existing site conditions, NCDOT requests a waiver from the Regional Condition 2(b)(e) permit
depth specification, for the construction of this project. The streams are intermittent channels and
there is little to no flow in the channel. Therefore, temporary cofferdams and bypass piping will be
utilized, as needed, to manage the stream during construction. Upon project completion, the channel
impacted by the temporary cofferdams will be restored to pre-project conditions and all disturbed areas
seeded and stabilized. The total scope of the work will result in 70 feet of permanent impacts to two
unnamed tributaries to Grassy Creek, which is classified as Class C waters by the Division of Water
Quality.
The project is not located within '/2 mile of any critical watershed area nor is SR 1336 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 3/14/07, the
proposed project area has been reviewed and SHPO has determined that no historic properties will be
affected (ER Number 07-0379). This office has conducted a GIS and field survey for the project
threatenedlendangered species. The federally listed species for Alexander County (USFWS listed dated
May 10, 2007) include the dwarf-flowered heartleaf (Hexastylis nan~ora) and the bog turtle (Clemmys
muhlenbergii).

SR 1336, Moore Mountain Road
Page 2
August 15, 2007
Natural Heritage Program records document the nearest dwarf-flowered heartleaf location approximately
22 miles southeast 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.
There is suitable habitat in the proposed project area; however Hexastylis nan~ora was not observed
within the project footprint. Natural Heritage Program records document the nearest bog turtle location
approximately 2.5 miles northeast of the proposed project area (in Wilkes County). Bog turtles are
typically found in bogs, marshes, and wet pastures. There is no suitable habitat located within the project
footprint. T/SA species are not subject to Section 7 consultation; however, no impact on this species is
anticipated. 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: 150459-55120005-120.002007-3855
• 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: ~/~
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: Polly Lespinasse, DWQ, Mooresville Regional Office

Office Use Only: Form Version March OS
20 ~ 7 1 41 7
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. 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 Cazolina 28151
Telephone Number: 704-480-9044 Fax Number: 704-480-5401
E-mail Address: tsimon(a,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 Replacements/Secondary Road Paving SR 1336 (Moore Mountain
Roadl
2. T.I.P. Project Number or State Project Number (NCDOT Only): 120.002007
3. Property Identification Number (Tax PIN): NA
4. Location
County: Alexander Nearest Town: Taylorsville
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From Taylorsville, north
on Hiehway 168, turn right onto SR 1336 at the Wilkes County line and proceed to sites
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): 36°02'05"°N 81 ° 11' 16"°W
6. Property size (acres): < 0.10 acres- permit site: Entire secondar~d project ~1 57 acres
7. Name of nearest receiving body of water: Unnamed tributaries to Grassy Creek Class C
Waters (from source to Lower Little River
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://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-pipes on unpaved secondary road
General Land Use- wooded.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used_
Replacement of a two pipes in conjunction with a secondary road paving_proiect. At site 1 a
24", 38-foot CMP on a ~13% grade will be replaced with a 36", 80-foot CMP on a 5% rg ade•
An 8-foot rock ladder will be constructed to connect the upstream and downstream bed
elevations and to facilitate some aquatic passage. At site 2, a 24", 98-foot CMP on a 6%
grade will be replaced with a 36", 100-foot CMP on the same grade. An 8-foot rock ladder
will be constructed to connect the upstream and downstream bed elevations and to facilitate
some aquatic passage_Approximately 5 feet of riprap will be utilized at the inlet of both
Wipes for structure stabilization. Typical heavy equipment (trackhoe, backhoe, etc.) will be
used for the construction of thisproject.
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.
1. Provide a written description of the proposed impacts: Imgacts from increase in pipe
length and rock ladder construction.
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,
se aratel list im acts 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
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( 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 Name Type of Impact Perennial or Stream Width Length Impact
(indicate on Intermittent? Before Impact (linear feet) (acres)
ma )
1 1 S` UT to Increase in Pipe Intermittent 1 ft 42 feet .00096
Grassy Creek Length
Rock
1 Ladder/Structure 13 feet .0003
stabilization
Temporary
1 Cofferdams/Bypass 60 feet .001
Piping
2 2"d UT to Increase in Pipe Intermittent 1 ft 2 feet .000046
Grassy Creek Length
Rock
2 Ladder/Structwe 13 feet .0003
Stabilization
Temporary
2 Cofferdams/Bypass 20 feet .00046
Piping
* 70 feet *.0016 acre
Total Stream Impact (by length and acreage) permanent permanent

*Permanent impacts contained within area of temporary impacts 80 feet .00146 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.
Page 4 of 8

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
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0016
Wetland Impact (acres): 0
O en Water Impact (acres): 0
Total Im act to Waters of the U.S. (acres) 0.0016
Total Stream Im act (linear feet): Permanent 70 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.
The road is beine paved on the existing roadway footprint. The increase in nine length at site 1
is due to the reducing the curvature of the road at Station 10+00. Both pipes are perched and on
steep gradients; therefore, the proposed pipes will remain perched and ~8-foot rock ladders will
be constructed to connect the upstream and downstream elevations and to facilitate some aquatic
asp sage.
Page 5 of 8

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.
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/strm~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://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 ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8

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 ^
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.
Zone* I Impact I Multiplier I Required
(square feet) Mitieation
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
additional 20 feet from the edge of Zone i .
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.
Page 7 of 8

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.
Minimal increase in road width to brin tg he unpaved road up to paved road standards. Existing
unpaved road width of 18 ft to be widened and paved to 22 feet width. Existin impervious
acreage ~3.5 acres. Proposed impervious acreage ~4.2 acres.
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
secondary road paving,~roject 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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Name: MORAVIAN FALLS Location: 036° 02' 05.86" N 081 ° 11' 16.10" W
Date: 8/10/2007 Caption: Sec. Road Paving/Two pipe replacements, SR 1336 (Moore Mtn
Scale: 1 inch equals 1000 feet Rd), UT's to Grassy Crk, Class C Waters, Catawba Basin
Copynght(C)

TRIBUTARY
j ••.~~1...~RFAI
STREAM I NEnDwaLL f
RIP RAP INLET PROTECTION
G,~~^~~~
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RIP RAP INLET PROTECTION - 2 ~ ~~~~ ~_/ •
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NOTE: BOTH CROSSINGS
IN THE EVENT OF STREAM FLOW STREAM WILL
BE SAND BAGGED AND PIPED AROUND.
PLANSHEET LS_aln.dgn 08/08/2007 02:42:03 PM

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EROSION AND SEDIMEN'TAZ'ION
CON'T'ROL PLAN
S.R.1336 ALEXANDER COUNTY
Moore Mountain Road
DATE 6/05/07
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS

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C ~ V N T Y

Erosion Control Schedule
S.R.1336 Moore Mtn. Rd.
1. All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
2. As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely manner, according to any
requirements set out in G.S. 113A-57.
3. All siltation and erosion control devices shall be properly maintained
until no longer needed.
4. On projects performed by D.O.T. Maintenance Forces, request will
promptly be made to the Division Roadside Environmental Unit for stage
and permanent seeding.
5. Any removal of siltation devices will be based on the condition of
established ground cover of that area the device is serving.

WBS#1X.0020 S.R. 1336
ROAD NAME : Moore Mt. Rd.
COUNTY: ALEXANDER
FROM : NC 16 To Wilkes County Line
8,360 Ft. (1.58 miles)
TOWNSHIP: Sugarloaf
WIDTH STAKED : 50 ft RNV WIDTH
PROPOSED IMPROVEMENT:
Grade, Base and Pave
DATE : 6/5/2007
snit ~

EROSION CONTROL
SYMBOLS
SILT BASIN TYPE -B
TEMPORARY DIVERSION
TEMPORARY ROCK SILT CHECK TYPE-B
TEMPORARY ROCK SEDIMENT DAM TYPE-B
ROCK PIPE INLET PROTECTION
ROCK LINED DITCH
DIRECTION OF WATER FLOW
BREAKPOINT
ROCK INLET PROTECTION :TYPE -C
EROSION CONTROL MATTING
SILT FENCE
TEMPORARY SLOPE DRAIN
with EARTH BERM

-- TD --

a
n
---~P --
-f+F-~+H
Sheet 1

ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Lining Recommended
0
Straw and Tack
1
2 Erosion Control Matting
3
4 Synthetic Roving
5
greater Stone
VIII- 2
March, 1993

I
9+00
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South NC 16 North

~~
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Sheet 1

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19+00
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I
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17+00

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I

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Sheet 2
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i 19%
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' 16+00
I
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30+00
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I
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29+00 ~ L~ -; - ~ 4' Weir

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Sheet 3

I
6'x2'x3'
I
39+00
16% ~
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6'x2'x3' I
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I
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' 12%
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Sheet 4
40+00
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I 30+00

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Side Grade
47+00
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45+00 ~
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e
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24" CMP
-~-
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~5 '
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I 48+00 _
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~ ~ 44+00
I
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I
I
42+00
I 20'x20'x3'
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I 40+00
Sheet 5

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8'x8'x3' I ~ I
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10,
59+00 ~ ~ '
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6'x2'x3'
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57+00
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55+00 ~ - '- ~ ~ 8%
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53+00 ( ~ ~ I50'
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~ - ~- ~ 52+00
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51+00 ~ ~ • '
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Sheet 6

I
1% I
rad
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70+00
I
I
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i 1%
Grade
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I
~~ ~ 24'x24'x3'
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I
I
I 66+00
1%
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22'x21'x3'
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61+00
I
I
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' 64+00
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Sheet 7

~ ~ 80+00
o ~
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79+00 ~ ,50'
~ -------- B+P -------- IR/W
1% 6'x2'x3' ~
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I Grade
I ~ j
- ;- 78+00
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Sheet 8

90+00
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89+00
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NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1 ~ County: AlPxandPr Project ID:
River Basin: Catawba Bridge No: Secondary Road Pavin Pipe
Replacements
Route: SR 1336 (Moore Mountain Road) Stream: Unnamed tributaries
to Grassy Creek, Class C Waters
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS f r
ORW r ~
WSI r ~
WS II,III OR IV, Crossing Within O.Smi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
~T._.. AT,..
Arterial Urban r r
Arterial Rural r r
Additional Site Information:
Is a Hazardous Spill Basin Required?
Yes No
r ~
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).