20041739 Ver 1_Application_20041028

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OCT 2 8 2004
KTLgN SAND TORM{ U
STATE g~H
OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
G6VERNOR PHONE: [phone] SECRETARY
October 19, 2004

Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office 0 4 1 7 3 9
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615

Subject: Nationwide Permit #14
SR 1312 (Joe Parlier Road)
Avery County, North Carolina
Project Number: 11C.006041 (DWQ Permit Fee: $475)

Dear Mr. Thomas:

The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1312, Joe
Parlier Road in Avery County. Total project length is approximately 1.52 miles. The roadway
width will increase from 16' to 20' and be paved. Impervious surface area will increase by 0.74
acre. This project will require the replacement of eight (8) wet pipes and the addition of one (1)
wet pipe as shown below:

Existing Structure Proposed Pipe Riprap Impacts Total Impacts at
Station Number Size Size feet this Station ft.)
5+90* 30'x18" 50'x24" 10 30
10+85 drivewa 20'x18" 30'x18" 0 10
11+35 driveway 20'x18" 30'x18" 0 10
13+10 30'x24" 50'x36" 10 30
28+90* 30'x18" 50"x18" 10 30
53+35* 30'x18" 60'x24" 10 40
65+00* 30'x18" 60'x24" 10 40
75+50 30'x24" 50'06" 10 30
75+80 ADDITION 60'x24" 10 70
Total Stream Im acts = 290 feet

* The wet pipes at stations 5+90, 28+90, 53+35, and 65+00 will remain perched when replaced
due to slope.

P. O. Box 250, N. WILUSBORO, NC 28659
PHONE [phone] FAx [phone]

t
• Mr. John Thomas
SR 1312, Joe Parlier Road. Aven
Page 2
October 19, 2004

Construction of this project will require impacts to waters of the United States in the Watauga
Basin. All wet pipes carry different unnamed tributaries of Trivett Branch (Class: C). This project
was reviewed for the presence of threatened and endangered species on October 4, 2004. This
project will have no effect on any federally listed endangered plant or animal species. The State
Historic Preservation Office has reviewed this project and did not request any survey work.

The proposed project should not remove or degrade existing water quality uses. Pipe sizes used
will be the minimum necessary to create a safe roadway. All pipes with a slope greater than 6%
will remain perched and an energy dissipator pad will be installed at the pipe outlet. By utilizing
the erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.

Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.

By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.

By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.

We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.

Sincerely,

Staci Hining
Division Environmental Specialist
Enclosures

cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Mike Parker, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Kipp Turner, PE, District Engineer
Jerry Combs, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer

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Office Use Only: Form Version April 2001

USACE Action ID No. DWQ No.041739

If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.

1. Processing

1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules

2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14

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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?

II. Applicant Information

1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. 0. Box 250, North Wilkesboro NC 28659

Telephone Number: (336) 903-203 Fax Number: [phone]
E-mail Address: sshinine(a,dot.state. nc.us

2. Agent 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: Staci Hinin, Division Environmental Specialist
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. 0. Box 250, North Wilkesboro NC 28659

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]

Page 3 of 12

LII. 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: SR 1312, Joe Parlier Road

2. T.I.P. Project Number (NCDOT Only): 11C.006041

3. Property Identification Number (Tax PIN): N/A

4. Location
County: Avery Nearest Town: Heaton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.

5. Site coordinates, if available (UTM or Lat/Long):
13+10 DD: 36.2342'N, 81.9349° W 75+50 DD: 36.2252° N 81.9394° W

(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Describe the existing land use or condition of the site at the time of this application-
Forest/Residential

7. Property size (acres): Approximately 9.22 acres

8. Nearest body of water (stream/river/sound/ocean/lake): Trivett Branch
(Class: C).

9. River Basin: Watauga
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at

Page 4 of 12

10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1312

11. List the type of equipment to be used to construct the project: _Trackhoe/backhoe motor
grader and dump trucks.

12. Describe the land use in the vicinity of this project: Forest/Residential

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.
N/A

V. Future Project Plans

Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A

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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent

and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 5 of 12

1. Wetland Impacts

Wetland Impact Area of Located witlun Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (-es/no) (linear feet)
N/A

* List each impact separately and identify temporary impacts. 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.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEW) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEW Map Service Center at 1-800-358-9616, or
online at
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:

2. Stream Impacts, including all intermittent and perennial streams

Stream Impact Length of Average Perennial or
Site Number Type of Impact* Impact Stream Name** Width of Intermittent?
(indicate on map) (linear feet) Stream Before (pleases eci )
p
Impact
Station No. 5+90 Pipe replacement 20 feet UT #I to Trivett Branch 1 foot Intermittent
Station No. 10+85 Pipe replacement 10 feet UT #2 to Trivett Branch 1 foot Intermittent
drivewav
Station No. 11+3 5 pipe replacement 10 feet UT #3 to Trivett Branch I foot Intermittent
driveway
Station No. 13+10 Pipe replacement 20 feet UT #4 to Trivett Branch 2 feet Perennial
Station No. 28+90 Pipe replacement 20 feet UT #5 to Trivett Branch 1 foot Intermittent
Station No. 53+35 Pipe replacement 30 feet UT #6 to Trivett Branch 1 foot Perennial

Station No. 65+00 Pipe replacement 30 feet UT #7 to Trivett Branch 1 foot Perennial

Station No. 75+50 Pipe replacement 20 feet UT #8 to Trivett Branch 3 feet Perennial

Station No. 75+80 ADDITION 60 feet UT #9 to Tri ett Branch 1 foot Perennial

Miscellaneous
See attached rip-rap 70 feet UT's to Trivett Branch 1-3 feet Perennial/
cover letter placement for Intermittent
stabilization
List each impact separately and identify temporary impacts. Impacts include, but are not linrited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.); excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles shoNving the linear footprint for both the original and relocated streams must be included.

Page 6 of 12

a

Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributarv) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Several Internet sites also allow direct domiload and printing of USGS maps (e.g.,
etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2901n. ft. of new permanent impacts

I Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact Area of Type of Waterbody
Site Number Type of Impact* Impact (if Name applicable) Wate) (lake, pond, estuary, sound.
(indicate on ma) plicabllee)
(acres) bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): N/A

Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):

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.

Page 7 of 12

By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized. Since this is an existing, roadway, the stream impacts
cannot be avoided. However, the replacement pipe lengths will be the minimum needed to
safely construct the paved roadway. All pipes with a slope greater than 6% will remain perched
and an energy dissipator pad will be installed at the pipe outlet All appropriate BMPs will be
used during construction.

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 March 9, 2000, 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 NCWRP 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

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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application

Page 8 of 12

process for the NCWRP, check the NCWRP website at if
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:

Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

IX. Environmental Documentation (DWQ Only)

Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?

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

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 (DWQ Only)

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.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify
Yes ? No ® If you answered "yes", provide the following information:
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* Impact
Multiplier Required
s ue feet) Mitigation
1 3

Page 9 of 12

2 1.5
Total
' Zone 1 e?lends out 30 feet perpendicular from near bank of charnel; Zone 2 e\tends an
additional 20 feet from the edge of Zone 1.

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.

N/A

XI. Stormwater (DWQ Only)

Describe impervious acreage (both 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.
Impervious surface area will increase by 0.74 acre All appropriate best management practices
for sediment and erosion control will be implemented during construction

XII. Sewage Disposal (DWQ Only)

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.

N/A

XIII. Violations (DWQ Only)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No

Is this an after-the-fact permit application?
Yes ? No

XIV. 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).

Page 10 of 12

GfiL` / 6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

US Army Corps Of Engineers Field Offices and County Coverage

Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rogan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surr ,
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Gramille Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]

Page 11 of 12

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SR-1312 (Joe Parlier Road)

Avery County(Map 1 of 2, Beech Mtn. Inset)

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3 BC.Oti St 1316
Awk Mountoin oral Vicinity

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Name: ELK PARK Location: 036.2315353° N 081.9381814° W
Date: 10/6/2004 Caption: SR 1312, Joe Pariier Road
Scale: 1 inch equals 1333 feet
Copyright (C) 1998, kbptech, Inc.

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1) Downstream view at station 13+10 on SR 1312, Avery.
2) Downstream view at station 75+50.
3) Upstream view at station 75+50.
4) Proposed pipe addition location at 75+80 to eliminate wet ditch.
5) Wet ditch discharge point going through woods at 77+25 (rt.).
6) Wet ditch running from 75+80 - 77+25. This should be eliminated by adding the proposed
pipe at 75+80.

PIP-E ENSTALL!".TION

1. Install erosion control devices. In strtams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.

Remove rateruJ and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project

Prepare pipe foundation while main taking care to
possible, material and sediment from entering a stream and/ouch as
escaping from project- inhere possible, new grade A* U be below
existing stream bed- If needed., bedding material -,rill be clean stone.

4. Place the new pipe and compact barl-fill.

6. Install slope protection on outlet and inlet ends of pipe. Aso
complete installation of erosion control measures and perform
maintenance as needed on existing measure.

6. Establish permanent vegetation as soon as possible.

7- Remove rock silt screens as soon as possible after vegetation is
establisbed- Prior to removal of rock silt S--reens any accumulated silt
must be removed-

G\-P,` NOTES ON ~P.OSlO'~ CO's i nOL

Sit Basin Type B's Will In- corsu-ucted to tine
f°~t b , ~ Ao dimension of sv- feet by three
tnr-Ut f ..t unless otberu-ise noted on tht plans_
Wnere slope protection t -tatmtnt is re u A
1~7e 1990 Standard Speciticatiors for Roads and Sttru 868 and Section 1042 of
-'may mate.;al obtained from th° proJect mi st bP ctures will be followed
e cl, an before being placed.
Genes-ally, the order of iristallation of the erosion control measures will bt~ as
follows:

Temporary Silt Basins shall be i
grubbing begins, nstalled before clearing and

Sih Fences and Temporary Sih Ditches s'
clearing and before aradina. na11 b-- in -balled after

T=Domy Stone Ditch Checks shall bt iastal]ed as soon as
ditchline is establisned_

Pipe Outlet and Inlet Protection will be done as soon as the p'
is installed. rpt

Seeding and other per
implemented as soon ass D cti3a1 'on control measures are to br

AVERY COUNTY SR 1312
JOE PARLIER ROAD
REVISED: 10118/04
STATION NEW PIPE SIZE EXISTING PIPE WET PIPE CREEK SIZE
5+90 50' x 24" 30'x 18" YES 2'
13+10 50'x 36" 30'x 24" YES 3'
16+90 50'x 18" ADDITION NO
24+75 50'x 18" ADDITION NO
28+90 50'x 18" 30'x 18" YES
52+90 50'x 24" 40'x 18" NO
53+35 60'x 24" 30'x 18" YES 1'
54+30 50'x 18" 30'x 18" NO
61+00 50'x 18" ADDITION NO
65+00 60'x 24" 30'x 18" YES 1'
69+10 50'x 18" ADDITION NO
71+85 50'x 18" 30'x 18" NO
75+50 50'x 36" 30'x 24" YES 3'
75+80 60'x 24" ADDITION YES it
77+25 50'x 24" 30'x 18" NO
80+10 60'x 18" 40'x 18" NO

WET DRIVEWAY PIPE
10+85 30'x 18" 20'x 18" YES SEEP
11+35 30'x 18" 20'x 18" YES SEEP

-PAVED DITCH FROM SURVEY STATION lido 60/5 (R/W)
44+20 TO 44+55 RT..53+20 TO 54+25 LT. PAWECT: ~CON$T)
12' x 3' x 2'
em ROAa
1 TALL PIPE IS COATED UNLESS OTHERWISE NOTED SR 1312 JOE PARUER RD.
1 I ALL GRADES GREATER THAN 5% USE RIP RAP DITCH CWAffY: AVERY- BEECH MTN. TOWNSHIP
1 I USE RIP RAP IN ALL WET DITCHES TYPE: GRADE. DRAIN. BASE. AND PAVE U.52 MI)
1 TALL GRADES LESS THAN 5% USE DITCH LINER
1 I ALL TEMPORARY TYPE B SILT BASINS MUST BE PLACED SCALE: P . 50' SHEET I Of 17 DATE: I-26-04
\ DSO THAT CAPACITY WILL NOT BE LESS THAN 1800 CUBIC FT.
1 PER ACRE DISTURBEDADRAWING NOT TO SCALE)
1 `1 :USE RIP RAP TYPE B AS INLET AND OUTLET PROTECTION
1 (IMMEDIATELY AFTER INSTALLATION OF ALL PIPE.
1
1 1
1 1
1 1
1 1
1 1
1 1 REVISED 10-18-04
1 1 ADDED WET PIPE AT 75+80
1 1
1 1 +00 REPLACE DUE TO SHIFT IN ADDED DRY PIPE AT 71+85
1 ADDED DRWY PIPE AT 69+50 a
1 30' x 15' PLAIN CHANGED PIPED AT 28+90 FROM DRY TO WET
1
1 1
BD.P. Q#W 1
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f LY1 5L 12

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Cl) 30' x 18' 30' x 18' i

WET 01TC WET OfTCH WETi01TCH WET DITCH

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SHEET 8 OF n

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+75 ADD 40' x 15' +00 ADD 30' x 15'
PLAIN CAIN
y? MOP
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SHEET 11 OF n

-NOTE-USE SEDIMENT TRAP TYPE C
STD. 0 1630.03 AROUND ALL DROP INLETS

a w

+35 ADD JUNCTION BOX
n STD. " 840.31 OR 840.32
n
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REVISED

SHEET 12 OF n

n +05 ADD y
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MM~
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2
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SHEET 13 OF 17 '

n n
y

Milo Milo Mlop MOW

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SHEET 14 OF n

y n
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Milo EMIP. EM)p. EM
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101 M

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REVISEU
,
9-2-04 4 SHEET 16 OF /7

V V

+65 REPLACE n
y I y y
FILTER STONE 60• x 18'
1
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i
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SHEET /T OF n
1 1
1 1
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1 1
1 1
1 / 1
1 1
1/ 1
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1 1
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1 ~ 1
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1 1

ROAD NAME: SR 1312 (JOE PARLIER RD.) DATE: 9-10-04

COUNTY: AVERY

PROJECT(WBS): 11C.006015 (R/W)

VARIES 8' 8' VARIES VARIES
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH

icl

16' EXISTING TYPICAL SECTION

I

C1 EXISTING GRAVEL ROADBED

DArdyZEXISTING TYPICALSAgn 09/08/04 08:53:49 AM

ROAD NAME: SR 1312 (JOE PARLIER RD.) DATE: 9/10/04

COUNTY: AVERY

PROJECT (WBS) : 1 FL, C.006015 kuur-40 1.

NOTE-CONSTRUCT EXTRA WIDENING IN CURVES AS DIRECTED BY ENGINEER
NOTES PAVEMENT MARKINGS FOR TWO 9' LANES

50' RIGHT OF WAY

6' 9' 9' 4' 4'
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH

I' PVO m 1' PVO
SHLOR GRAM .02 ~ SHLOR
Zt` .08 .0219 L .08 3t1

T T
0001 TO Un LOW
32' TYPICAL SECTION

1.5" ACSC TYPE SF 9.5A

3.5" ACIC I19.OB PLANT MIX
ET i

5" AGGREGATE BASE COURSE

SHOULDER MATERIAL
D:*dy2\DISTRICT2 TYPICALSAgn 09/08/04 08:55:39 AM