20050232 Ver 1_Complete File_20050408

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Michael F. Easley, Governor
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SS?j, 'T J William G. Ross Jr., Secretary
?2t?scyQ. Worth Car ° artment of Environment and Natural Resources
Alan W. Klimek, P.E. Director
lpW;Q(14/„ Division of Water Quality
B?
cy April 8, 2005
Graham County
DWQ Project No. 050232
NCSR 1246 (Rhymers Ferry Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, to replace culverts in six (6)
unnamed tributaries to Deaver Branch, replace one (1) culvert in Jack Shute Branch, replace culverts in three (3) unnamed
tributaries to Jack Shute Branch, replace one (1) culvert in an unnamed tributary to Fax Creek, South and replace one (1)
culvert in Fax Creek, South, at the Stations indicated in the application, (replace 12 existing culverts with no additional
impacts), in order to make improvements to NCSR 1246 (Rhymers Ferry Road) in Graham County. The project should be
constructed in accordance with your application dated January 25, 2005 (received February 8, 2005) and revised
application dated February 16, 2005 (received February 23, 2005), including the environmental comments made in the
application letter. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Nos. 3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14
and 33. In addition, you must acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations.
This approval will expire with the accompanying 404 Permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future)'exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
No?sthCarolina
,Aaturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer
,d
Mr. J. B. Setzer, P.E.
April 8, 2005
Page Two
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated
and maintained in accordance with the most recent version of the North Carolina Surface MinillgManual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable.
If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Quality has released the project.
4. Adequate sediment and erosion control measures should be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation should be
planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. Erosion
control mating should be used in conjunction with appropriate seeding on disturbed soils in steep slope and riparian
areas. Matting should be secured in place with stables or wherever possible, live stakes of native trees. Riparian
vegetation must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
5. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of their size to
allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at least 12 inches below
the stream bottom to allow natural stream bottom material to become established in the culvert following installation
and to provide aquatic life passage during periods of low flow. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and
re-installed correctly, unless demonstrated that this is topographically unfeasible.
6. Rock check dams at culvert outlets should be removed at the project completion to avoid impeding the movement of
aquatic life.
7. The dimension, pattern and profile of the stream, above and below the culverts, should not be modified by widening
the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to natural
geomorphic conditions.
9. Stormwater shall be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for
the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of existing
vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow.
10. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs
(e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be
planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity
of the road crossing and along the streams within dedicated rights of way.
11. Any riprap placed for bank stabilization should be clean and limited to the streambank below the high water mark,
and vegetation should be used for stabilization above the high water elevation. Riprap should not be place in stream
channels in such a manner that impedes aquatic life passage.
12. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags, cofferdams,
flexible pipe or other diversion structures should be used to minimize excavation in flowing water.
15. If concrete is used during culvert construction (e.g., headwalls), a dry work area should be maintained to prevent
direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should
not be discharged to surface waters due to the potential for fish kills.
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
17. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts. In-stream dredging has catastrophic effects on aquatic life, and disturbance of the natural
form of the stream channel will likely cause downstream erosion problems. Dossiblv affecting nther LinrinumPrc
Mr. J. B. Setzer, P.E.
April 8, 2005
Page Three
18. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the culvert extensions.
19. All work shall be performed during low flow conditions (below bankfull).
20. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion " form
to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall
complete the attached form and return it to the Transportation Permitting Unit of the NC Division of Water Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
P--Alan W. Klimek, P.E.
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Angie Pennock, USACE Asheville Field Office
aransportation Permitting Unit
Mike Parker, Asheville Regional Office
Z? Z ?A
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AF
STATE OF NORTH CAROLINA, p OS 3?
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPRUT
GOVERNOR SECRETARY
February 16, 2005
MEMORANDUM
TO: Resource Agencies
FROM: Mark S. Davis
Division 14 Environmental Officer
SUBJECT: Revised Permit Application (PCN) and Cover Letter
SR 1246 - Rhymers Ferry Road
Graham County
Enclosed is a revised cover letter and PCN application for the subject project. The permit
package was sent out by mistake before I had a chance to review it. The permit drawings (12
sites) and photos with the original permit package are correct. Just discard the original cover
letter and PCN application. If you have any questions or need additional information, please
contact me at [phone].
Enclosures
cc: Mr. John Hennessy, DWQ, DENR (7 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, NCDOT Coordinator, DWQ, DENR
Ms. Marella Buncick, NCDOT Coordinator, USFWS
Mr. J.B. Selzer, PE, Division Engineer, NCDOT
Mr. B.C. Burch, PE, Division Maintenance Engineer, NCDOT
Mr. W.T. Grindstaff, District Maintenance Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Fourteenth Division Office; 253 Webster Road, Sylva, North Carolina 28779
Telephone: [phone] wtivw doh.dot statc.nc.us Fax: [phone],
s,,. 57y47[
JWyf
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
P.O. Box 1551 Andrews, NC 28901
February 16, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Anny Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application Revised
SR 1246 - Rhymers Ferry Road
Graham County
State Project No. 140.038007 (DWQ Minor Permit Fee 5200)
Dear Ms. Pennock:
LYNDO TIPPETT
SECRETARY
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave SR 1246 in Graham County. This proposal entails widening and paving the existing
gravel road to a standard 18-foot roadway. The proposed improvements of Rhymers Ferry Road
have been identified as necessary maintenance and safety improvements. Funds have been
allocated for this project, and NCDOT would like to perform these activities as soon as permits
are obtained.
I am sending a straight-line diagram with the proposed erosion control and construction limits
along this project. In addition, I am sending a typical section of the road, cross section drawings
for pipe culvert replacements, photos, as well as a marked county map and USGS quad map. We
propose to install the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitats and allow the existing stream
gradients to remain as unchanged as is physically possible.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species in addition to a Biological Evaluation (BE) conducted by the US Forest
Service. There are no records of threatened or endangered species for Fax Creek, Jack Shute
Branch and Deaver Branch. These streams are all tributaries to Cheoah Lake. The streams are
small ranging in width from 1-3 feet. The impacts from replacement of pipes will be minimal.
The streams are not of sufficient size to support the federally endangered Appalachian elktoe
(Alasmidonta rareneliana) and are not tributaries to occupied habitat. For these reasons, this
project will have "no effect" on threatened and/or endangered mussel species.
This project is located within the range of the federally endangered Indiana Bat (Alyotis sodalis).
Surveys conducted by the US Forest Service, both mist-net and Anabat detectors, indicated that
Indiana bats were not utilizing the project area. The US Forest Service concluded in their BA
that this project would have "no effect" on the Indiana bat provided that no suitable roost trees
would be cut between April 15 and October 15. This includes standing trees with more than
25% exfoliating bark, shellbark, shagbark and bitternut hickories, snags, hollow, den, and cavity
trees. An onsite investigation was conducted by Mr. Mark Davis, Division Environmental
Officer and Ms. Marella Buncick, US Fish and Wildlife Service on April 8, 2004, to evaluate
potential habitat along the road corridor. It was determined that minimal habitat exists along the
proposed right-of-way. The Service concurred with the "no effect" determination provided that
no suitable roost trees would be cut between April 15 and October 15.
Impacts to historic or cultural resources are not anticipated. The US Forest Service has
determined that there will be "no effect" on National Register of Historic Places (NRHP)
eligible properties.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The erosion
control devices will be in place prior to pipe culvert construction and will remain in place until
the project is stabilized.
Impacts to Waters of the United States
In order to construct the project in accordance with our current secondary road standards, it will
be necessary to impact waters of the United States in the Little Tennessee River Basin. The
streams to be impacted are basically perennial. The stream channels are well defined,
characterized by lack of vegetation, and consist of sand and gravel substrates. For these reasons,
we believe the streams are under the jurisdiction of the US Anny Corps of Engineers.
Specifically, NCDOT is requesting to replace 12 metal culverts in unnamed tributaries to Deaver
Branch, Jack Shute Branch and Fax Creek and one culvert in Jack Shute Branch. Not all culverts
will be replaced. All waters to be impacted are DWQ Class: C. Listed below is a summary of
the proposed impacts.
Site No. Existinb Proposed Net Impacts Stream DWQ
Station Condition Condition Name Class
Site #1 40'x 24" CMP 40'x 36" CMP 0 extension UT to Deaver C
12+25 Branch
Site #2 40'x 36" CMP 40'x 48" CMP 0 extension UT to Deaver C
13+65 Branch
Site #3 45'x 24" CMP 45'x 36" CMP 0 extension UT to Deaver C
21+20 Branch
Site #4 45'x 24" CMP 45'x 24" CMP 0 extension UT to Deaver C
25+15 Branch
Site #5 40'x 18" CMP 35'x 24" CMP 0 extension UT to Deaver C
28+40 Branch
Site #6 35'x 18" CMP 35'x 24" CMP 0 extension UT to Deaver C
40+30 Branch
Site #7 35'x 36" CMP 35'x 48" CMP 0 extension UT to Jack Shute C
66+75 Branch
Site #8 40'x 18" CMP 40'x 24" CMP 0 extension Jack Shute C
69+25 Branch
Site #9 40'x 18" CMP 40'x 24" CMP 0 extension UT to Jack Shute C
87+90 Branch
Site #10 40'x 18" CMP 40'x 24" CMP 0 extension UT to Jack Shute C
144+65 Branch
Site #11 32'x 24" CMP 32'x 36" CMP 0 extension UT to Fax Creek C
147+00 South
Site #12 40'x 40" CMP 40'x 60" CMP 0 extension UT to Fax Creek C
151+55 South
Total Impacts 0 feet (No additional impacts)
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT) to comment directly to me
concerning this permit request.
Again, we would like to proceed with this project during early spring of 2005. If you have any
questions or need additional information, please contact me at [phone]. Your early
review and consideration will be greatly appreciated.
Sincerely,
Michael A. Jones
?? County Maintenance Engineer
Enclosures
cc: Mr. John Hennessy, DWQ, DENR ( 7 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, NCDOT Coordinator, DWQ, DENR
Mr. J.B. Setzer, PE, Division Engineer, NCDOT
Mr. B.C. Burch, PE, Division Maintenance Engineer, NCDOT
Mr. W.T. Grindstaff, District Maintenance Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
?t1

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WArFR
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality
Certifications, and Riparian Buffer and Watershed Buffer Rules
SR 1246
Rhymers Ferry Road
Graham County
(Revised 2-16-05)
F Noe TM G
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NCDOT Division 14, District III
Prepared by: Michael Jones
County Maintenance Engineer
Cherokee & Graham Counties
Page 1
Office Use Only: Fonn Version October 2001 05 0 Z -5"
USACE Action ID No. DWQ No.
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 Pen-nit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Pen-nit 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 Ecosystem Enhancement Program (NCEEP) 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: PO Box 1551
Andrews, NC 28901
Attn: Michael A. Jones, County Maintenance Engineer
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: mjones 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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 2
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: SR 1246 - Rhymers Ferry Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.038007
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Graham Nearest Town: Robbinsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Robbinsville take US 129
North for approximately 19.1 miles and turn right onto SR 1247 - Meadow Branch Road
then proceed approximately 3.5 miles to SR 1246 - Rhymers Ferry Road located on the right.
5. Site coordinates, if available (UTM or Lat/Long): 035 26' 33" N 083 51' 18" 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.)
5. Describe the existing land use or condition of the site at the time of this application:
Private forest land and Nantahala National Forest - US Forest Service lands
6. Property size (acres): 1.4
7. Nearest body of water (stream/river/sound/ocean/lake): Fax Creek - Class C, Jack Shute
Branch - Class C and Deaver Branch - Class C.
8. River Basin: Little Tennessee
(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/.)
Page 3
9. Describe the purpose of the proposed work: Widen grade drain and pave SR 1246 to
current NCDOT secondary road standards
10. List the type of equipment to be used to construct the project: trackhoe, backhoe, bulldozer,
loader, grader, and dump trucks
11. Describe the land use in the vicinity of this project: Nantahala National Forest-US Forest
Service lands
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 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:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to detenmine, 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, pennanent
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 4
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A N/A N/A N/A N/A N/A

* List each impact separately and identity temporary impacts. impacts include, out are not umrIeu w. II1"I MLcu
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 (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hit/www.fcma.?,ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please secif )
Site 41 Culvert 0 UT to Deaver P
12+25 Replacement Branch
Site #2 Culvert 0 UT to Deaver 3' P
13+65 Replacement Branch
Site #3 Culvert 0 UT to Deaver P
21+20 Replacement Branch
Site #4 Culvert 0 UT to Deaver 2' P
25+15 Re lacement Branch
Site #5 Culvert 0 UT to Deaver P
28+40 Replacement Branch
Site #6 Culvert 0 UT to Deaver P
40+30 Replacement Branch
Site #7 Culvert 0 Jack Shute Branch 3' P
66+75 Replacement
Site #8 Culvert 0 UT to Jack Shute 2' P
69+25 Replacement Branch
Site #9 Culvert 0 UT to Jack Shute P
87+90 Replacement Branch
Site #10 Culvert 0 UT to Jack Shute 1' P
144+65 Replacement Branch
Page 5
Site #11 Culvert 0 UT to Fax Creek, 1' P
147+00 Replacement South
Site #12 Culvert 0 Fax Creek, South 3' P
151+55 Replacement
* List each impact separately and identify temporary impacts. Impacts include, but are not limited 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 showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) 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
www.uses.uov. Several intcmct sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0 feet (No new additional
impacts - all pipes will be replaced with the same linear footage as removed)
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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
Page 6
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.
Headwalls will be constructed on all stream crossings (pine replacements) to eliminate additional
impacts to aquatic habitats Erosion and sedimentation control and BMP measures will be used
to minimize impacts during construction
VIII. Miti ration
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, 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 detennining 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•/ih2o.enr.state.nc.us/ncNvetlands/stnngide.litm1.
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
Page 7
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) with the NCEEP's written agreement. Check the box indicating that you
would like to pay into the NCEEP. Please note that payment into the NCEEP 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
NCEEP is available as an option. For additional information regarding the application
process for the NCEEP, check the NCEEP website at http://112o.enr.state.nc.u'wm/index.htm. If
use of the NCEEP 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:
Page 8
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
(s uare feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular trom near bank of channel; Gone -1 extenas 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 2B .0242 or .0260.
XI. Stornllvater (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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be approximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers prior to entering streams. (See erosion
control plan)
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 ?
Page 9
XIN'. 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).
See attached cover letter concerning T & E species
Michael
2/16/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10
C
? STAYC o
05UZ52
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
February 25, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 Lf
Asheville, NC 28801-2714 FEB g - 2005
Attention: Ms. Angie Pennock DENR • WATER QUALITY
NCDOT Coordinator MODS AND STORMWATER BRMCI
Subject: Proposed Secondary Road Construction
Rhymers Ferry Road, SR 1246- Graham County.
State Project No. 14C.038007
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade
and pave Rhymers Ferry Road, in Graham County. This proposal entails widening and
paving the existing gravel road to a standard 18'roadway. The proposed improvements of
Rhymers Ferry Road have been identified as necessary maintenance and safety
improvements. Funds have been allocated for this project, and NCDOT would like to
perform these activities as soon as permits are obtained.
I am sending a straight-line diagram with the proposed erosion control and construction
limits along this project. In addition, I am sending a typical section of the road, cross
section, drawing for pipe culvert replacements as well as a marked county map and
USGS quad map. We propose to install the new culverts slightly below the existing
streambed elevations where bedrock is not encountered to minimize impacts to wildlife
habitats and allow the existing stream gradients to remain as unchanged as is physically
possible.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species.
P _NT

Impacts to historic or cultural resources are not anticipated. If the State Historic
Preservation Office (SHPO) and the Office of State Archaeology determines that further
investigations are required, NCDOT will conduct the appropriate site investigations and
obtain compliance from SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control
measures daily to ensure sedimentation and erosion is being effectively controlled. If the
planned devices are not functioning as intended, they will be immediately replaced with
better devices. The erosion control devices will be in place prior to pipe culvert
construction and will remain in place until the project is stabilized.
Impacts to Waters of the United States
In order to complete the above-mentioned improvements along Rhymers Ferry Road in
Graham County, it will be necessary to impact waters of the United States in the Little
Tennessee River Basin. Specifically, NCDOT is requesting to replace 12 metal culverts
in various UT's to Deaver Branch, Jack Shute Branch and Fax Creek (Class Q. Culverts
will be replaced in each of these streams as well. Listed below is a summary of the
proposed impact.
Station Existing Proposed Net Impacts Stream Class
Condition Condition Name
Site #1 40'X 24" CMP 40'X 36" CMP 0 extension UT to Deaver C, Tr
12+25 Branch
Site #2 40'X36" CMP 40'X48" CMP 0 extension UT to Deaver C, Tr
13+65 Branch
Site #3 45'X24" CMP 45'X36" CMP 0 extension UT to Deaver
21+20 Branch
Site #4 45'X24" CMP 45'X24" CMP 0 extension UT to Deaver
25+15 Branch
Site #5 40'X18" CMP 35'X24" CMP 0 extension UT to Deaver
28+40 Branch
Site #6 35'X18" CMP 35'X24" CMP 0 extension UT to Deaver
40+30 Branch
Site #7 35'X36" CMP 35'X48" CMP 0 extension UT to Jack Shute
66+75 Branch
Site #8 40'X18" CMP 40'X24" CMP 0 extension Jack Shute Branch
69+25
Site #9 40'X18" CMP 40'X24" CMP 0 extension UT to Jack Shute
87+90 Branch
Site #10 40'X18" CMP 40'X24" CMP 0 extension UT to Jack Shute
144+65 Branch
Site #11 32'X24" CMP 32'X36" CMP 0 extension UT to Fax Creek
147+00

Site #12 40'X40" CMP 40'X60" CMP 0 extension UT to Fax Creek
151+55
Total Impacts = O feet
Permits Requested
NCDOT is hereby requesting authorization under NWP 14 and Section 404 of the Clean
Water Act to proceed with the construction project outlined above. By copy of this letter,
I am asking Mr. David McHenry, North Carolina Wildlife Resources Commission
(NC WRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit Request.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the North Carolina Department of Environment and Natural
Resources (DENR), Division of Water Quality (DWQ). In addition, I am asking Mr.
McHenry, and Mr. Ed Ingle, (NCDOT) to comment directly to me concerning this permit
request.
If you have any questions or need additional information, please contact me at (828) 321-
4105. Your early review and consideration will be greatly appreciated.
Sincerely,
Michael A. ones
County Maintenance Engineer
Copy: Mr. Carson Fisher, PE, Regional Engineer DE1 NR
Mr. J.B. Setzer, PE, Division Engineer, NCDOT
Mr. John Hennessy, DWQ, DE1 NR ( 7 copies)
Mr. David McHenry, Western Mountain Coordinator, NCWRC
Mr. B.C. Burch, PE, Division Maintenance Engineer, NCDOT
Mr. W.T. Grindstaff, District Maintenance Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. Mike Parker NCDOT Coordinator, DWQ, DEHNR
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT

?0 1
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality
Certifications, and Riparian Buffer and Watershed Buffer Rules
Rhymers Ferry Road, SR 1246
Graham County
r,?otr+oRnt',* 4
0
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CO
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?fhr0! BANS
NCDOT Division 14, District III
Prepared by: Michael Jones
County Maintenance Engineer
Cherokee & Graham Counties
Page 1
Office Use Only: o 6023-.4p , Form Version October 2001
USACE Action ID No. DWQ No.
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: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? N/A
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation (NCDOT)
Mailing Address: PO Box 1551
Andrews, NC 28901
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: [e-mail]
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: Michael A. Jones
Company Affiliation: County Maintenance Engineer
Mailing Address: (same as above)
Telephone Number: Fax Number:
E-mail Address:
Page 2
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: Rhymers Ferry Road SR 1246
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14c.038007
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Graham Nearest Town: Robbinsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Robbinsville take US 29
North for approximately 19.1 miles and turn right onto SR 1247. Meadow branch road-
proceed appx. 3.5 miles to Rhymers Ferry Road. SR 1246 on right.
5. Site coordinates, if available (UTM or Lat/Long): See USGS sheet
(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.) _
5. Describe the existing land use or condition of the site at the time of this application:
forest
6. Property size (acres)
7. Nearest body of water (stream/river/sound/ocean/lake): - Fax Crk.-Class C. Jack Shute
Branch-Class C, & Deaver Branch-Class C.
8. River Basin: Little Tennessee River
(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/.)
Page 3
9. Describe the purpose of the proposed work: Construct road to current NCDOT secondary
road standards
10. List the type of equipment to be used to construct the project: trackhoe backhoe, dozer
loader, mrader, dump trucks
11. Describe the land use in the vicinity of this project: forest
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.
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:
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
Page 4
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. Wetland Impacts No wetland impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* 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 F,mergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.1eni i.gov,
*** 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 Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please seci )
Site #1 None None UT to Deaver 1' P
12+25 Branch
Site #2 None None UT to Deaver 3' P
13+65 Branch -
Site #3 None None UT to Deaver 1' I
21+20 Branch
Site #4 None None UT to Deaver 2' P
25+15 Branch
Site #5 None None UT to Deaver 1' I
28+40 Branch
Site #6 None None UT to Deaver 1' I
40+30 Branch
Site #7 None None Jack Shute Branch 3' P
66+75
Site #8 None None UT to Jack Shute 2' P
69+25 Branch
Site #9 None None UT to Jack Shute 1' I
87+90 Branch
Page 5
Site #10 None None UT to Jack Shute 1' I
144+65 Branch
Site #11 None None UT to Fax Creek, 1' I
147+00 South
Site #12 None None Fax Creek, South 3' P
151+55
Total Impacts = 0 feet
* List each impact separately and identify temporary impacts. Impacts include, but are not limited 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, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) 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
www.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0 linear feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. No open water impacts
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Page 6
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.
Erosion and siltation control measures and BMP's will be used during construction to avoid
environmental impacts.
VIII. Mitigation N/A
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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
Page 7
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
IX.
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
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
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):
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
Page 8
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .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
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of'Zone I.
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.
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.
The existing compacted gravel roadwav acts as an impervious surface. Paving of the roadwa
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be approximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers prior to entering streams. (See erosion
control plan).
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.
Page 9
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).
Michael A. JoneslIXZ, oJ,.LCa ka..,R?
Applicant/Agent s Signature Cl/
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
2/25/05
Date
Page 10
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ROAD NAME: RYIIMER' S PERRY RD. ROAD NO. SR-1246
WORK ORDER NO. 6.932085
FROM INTERSECTION SR-1247 & RYIIMER' S FERRY R0. STA. 0+00
TO: STA. 151+70
ADDITION: YES NO x

IMPROVEMENT.• YES x No
y
TO BE PAVED: YES x J NO
GUY WIRES y
POWER POLES TO MOVE: i YES x NO
CABLE BOXES GUY WIRES _
?
TELEPHONE POLES TO MOVE: YES FNO x

RIGHT OF WAY WIDTH: 50'
i
SCALE: 11F = 50'
DATE: F 3-31-99

i

_ 1:1 slope
I I orJlatter
1 1/2: 1 slope
I
orJlatter I 9'
' g, 4
6 SHLD. 3'
I
i I SHLD. I DITCH

/.-.-.-.-i -. _.-.-..+.. -...._. - . - . . . -.._.. -. _.1.._.-._I.-. J

-?-?-? ' -? 1 OF 2
PROJECT NO. SR-1246 FLOW ROAD NAME: RYUMER' S FERRY RD.
STATION SIZE LT. RT. REMRKS
0+95 48" 4 - REPLACE W/48" ,CMP
1+45 4811 POSSIBLE COMBINE 2-BRANCIIES

8+55 24" REPLACE W/36" CMP
12+25 24" of if of it
13+65 361, 11 " 48" It
21+20 24" " of 24" "
25+15 24" 11 if 36" it
28+40 18" 11 It 24" "
34+00 ADD 18" CMP
40+30 18" 41 REPLACE W/24" CMP
46+00 ADD 18" CMP
49+25 48" REPLACE W/60" CMP
55+55 15" 11 it 18" CMP
62+70 18" " It It "
66+75 36" 11 it 48" "
69+25 18" of " 24" if
69+90 181, if 11 It it
73+30 ADD 18" CMP
76+25 If
a
79+30 18" REPLACE W/24" CMP
87+90 18" It
94+00 18" -64
"
97+50 ADD 18" CMP
.108+65 ;18" REPLACE W/18" CMP

PROJECT NO. SR-1246 FLOW ROAD NAME:RYIIMER' S FERRY RD.
STATION SIZE LT. RT. REMARKS
113+50 18's REPLACE W/ 18" CMP
119+60 1811 it It of "
127+00 PIPE SIZE UNKNOWN
REPLACE W/3611 CMP
134+65 60" REPLACE W/60" CMP
137+75 ADD 18" CMP
144+65 18-1 REPLACE W/24" CMP
147+00 24" to If 36" "
151+55 40" 48" 11

Poled
PROJECT:''. SR-12(46 SHEET NO. 1 OF i
.........................
COUNTY:` GRAHAM
WORK ORDER NO. 6.932085 OWNER Or POLES .
NANTAITALA POWER & LIGHT
ROAD NAME RYIIMER'S FERRY RD.
DIST. FROM DIST FROM DIST. TO
CL OF CL OF CL OF PROJ.
- :POLE PRESENT RD. PROJECT AFTE MOVE
STATION Na RT. LT. RT. LT. RT. LT. REMARKS
131+15 12' 12' 25' MOVE OFF R/W

STR.•1
TAPOCO, INC.
ATT: T. F. FRENCH
2300 N WRIGHT RD.
ALCOA, TN. 37701
(2)
PL _
s?oo I ?10o STR50.1
I
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{.50 4.50 (2)
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3.50 I 3.50
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TYPE B 15X7X
7.50 7.50
510'
-- R I IV- ' l 4
b U.S.F.S.
I (1)
I
7.00 I 7.00
-I
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Ln
I
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1-50 1150
WET PIPE IS GOOD
I DO NOT REPLACE
I
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8 CM 1.00
I
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I
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SILT FENCE & ROCK BERM

U.S.F.S.
(1)
S. F. & R. B.
0-00 - I - ? O O
STR50`-1 Z O+O 0
9-50
9-00
S.F. & R.B.

9.00
(2)
7.50
7.00
S. F. & R. B.
6-50
6#00
5-501
x4-00
Z O +00 STR50-2
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_ 9,50
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STONE LINER
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2 4-1 1 _ TYPE B 8X3X2

I WET PIPE IS GOOD
I
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I 7.50
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SILT BASIN TYPE B
8X3X2
7.00
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I
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SILT BASIN
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STRSO-3
,

(2)
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,
25+00 I ZS +OO STR50-3
S 10'
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14-50 14.50
STONE LINER
I a
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0
1.00
I 14.00
ROCK SEDIMENT DAM
- TYPE B8X3X2

_?__ - a ? REPLACE W/48" CMP
13-50 1
- I-
I
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13.00 I
I
-I
10.00
I a
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(2)

O
12.50 _ I
sio• 1250

-
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? Rlty
TYPE B
8X3X2
- 1- --- - a -- REPLACE W/3611 CMP
2 4" I CM
I SEE SITE # 1
12.00
-I 12.00
I '
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11.50 I

I
11.50
STONE LINER

11.00 i
I

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SILT BASIN TYPE B
8X3X2 '
I
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10.50
I 10.50
I
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ZO+00 I Z +00
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SILT BASIN TYPE B
19 _ I_ ??•? 8X3X2
I

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I

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18.50 I 18.50
_
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17.50 I 17 -!,J
510 \
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STONE LINER

16.50 I 16.50

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SILT BASIN TYPE B
I
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' 7+•50 I
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_ 8X3X2

S.F. & R.B.
_ I
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+•00 I_ p 7+400

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1 4 0
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77!50 I 77.50

I

77.00 I
73.00
SILT BSASIN TYPE B
I 8X3X2
I
1
FIBER GLASS ROVING
7150 - I- 77'50 WITH CHECK DAMS AS REQ.
s 10•
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77.00 _
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•

71.50 I
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71.50
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21+30 2 411 I CrfP 21+30 TYPE B 8X3X2

REPLACE W/24" CMP
21-00 7.00
I
SEE. SITE # 3 ,
I ?
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70.50 _
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& R
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.
.
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(1)
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(2)

29
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29480
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.

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29-50
I 79-50
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2900 I-
i 29.00 STONE LINER
I
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TYPE B
2e•50 8X3X2

-T - - REPLACE W/24" CMP
1 8" I C
I M SEE SITE #5
28-00 l
-I 26-00
I
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27.50 27.50 / 1 )
slo.
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27.00 I
I
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27-00
.
SILT BASIN TYPE B

26.50 I
I

26.50
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26.00
I 26.00
I
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25.50 I
25.50
ROCK SEDIMENT DAM
I TYPE B gXjX?
sIo'

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'' R' LV- ?
__ -..1___--- --
a-- REPLACE W/36" CMP
25f00 24" I-CMP 2-5f-p0 SEE SITE #4
.3b+ U p I 3s+®O STR50-7
I
s 10'

21,
Rity_ /
FIBER GLASS ROVING
7!•50 7?•?

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TYPE B 8X3X2
`0° I
1 4-
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S.F. & R.B. I
I
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77.00 I
I_ a 77.00
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72.50 (2)
slo•
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72.00 I
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w 8X3X2
7r.5o _ I 7x.50
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7x•00 I
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30fU
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? sl o• ?
FIBER GLASS ROVING
J950 I ]950
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313{001
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1

17.00 I
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47.00 I

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TYPE B.
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•- .
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TYPE B 8X3X2
L-------- - --- ---- ---??? 75 -1-. - - 49+25 -
I CMP WET PIPE_ IS GODD
49.00 1 !9.00

S. F. & R. B.
!J.
(1)
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srR50-11 s c3+o o I `? s +o o srRSO•»
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l ° 8X3X2
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54.00 s,•oo STONE LINER
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I
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53•°°
(2)
52.50
52.00
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51.50
51.00
50.50
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59.50

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SILT BASIN TYPE B
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7
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8X3X2
FIBER GLASS ROVING
0
ROCK SEDIMENT DAM
TYPE. B
REPLACE W/18" CMP
CHECK DAMS AS REQ.
STR50.13
(1)
6'fi+00
6
6•
S. F. & R. B.
63.00
1>
62.50
(1)
62.00
61.50
61-00
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1 60.50
?L
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60+00
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61.50
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1_

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62.50
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62.00
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61.00 '
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ROCK SEDIMENT DAM , 510' v\
TYPE B 8X3X2
a?.5o _ I_ a?•so
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TYPE B 8X3X2
REPLACE W/24" CMP
SEE SITE # 8
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CHECK DAMS AS RE Q.
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TYPE B 8X3X2
3E? ----- REPLACE W/48" CMP
66.50 66.50 SEE SITE # 7
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65.50 65.50
® SILT BASIN TYPE B
/ 510'
ss+oo 1 ? ss+-oo
S /KSIJ-!5
S. F. & R. B.

(1)
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,
7?+00 I 7SfO0 S71?50.15
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` 8X3X2
7 4, 50 71,50 .
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74,00 I_ 71-00
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73,50
TYPE- B 8X3X2

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77,00 I_
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77.50 72.50
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CMP
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76-50 _ I _
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76.00 I_ 76.00
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77.00 o 77.0

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76.50 76.50
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76.00 I 00 76.0 i

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2
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90+00 I 90+00 STR•18
SILT BASIN TYPE B
slo' a
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S. F. & R. B.
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89.50 _ _ 89.50
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W
` I
ROCK SEDIMENT DAM
e9•oo
(1)
S.F. & R.B.
00 _ TYPE B 8X3X2
rREPLACE W/24" GMP
SEE SITE.# 9
I Oa
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I 00
p
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RIIV-• 7
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I 87.00
96.50 _ I 86.50
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66-00
I 8 6.00
,STRSO.19 95+0 0 I 9?fO 0 STRSO 19
I
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-I FIBER GLASS ROVING
I '
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ROCK SEDIMENT DAM
TYPE B X3X2
® '~0° REPLACE W/24" CMP
I
I

97.30
S. F
: & R-. B I
_ I_
9J?S0
.
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9700 _
I 93-00
I FIBER GLASS ROVING

(1) I
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(1)
9730 _ I 30 - -
slo' SILT BASIN TYPE B
`. RI IV 8X3X2
o
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91.00 O O 9 7.00
I
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STONE LINER
I
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91.30
S.F. & R.B.
- I- 91.:0
9100
' 7030
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> Ja
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da
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I 1.00 SILT BASIN TYPE B
I
_ I ?J ? 90.30
/ 5 I o'
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51K•70
S. F. & R. B.

(1)
S. F. & R. B.
1OOfOO ? I Y D
I
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RIIV---
99.50
I
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99.00 I_ 98.00
I
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97.00 I_ 97.00
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96.50 _ I 95.50
I
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06-00 I VA a
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95.50 _ I 95.50
I
I
/ 510• \
I lV -?
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9s?-oo I 9
O+0 0
SM-20
99.50
0P
99.00
SILT BASIN'TYPE B
8X3X2
ROCK SEDIf ENT 'DAM
--- TYPE B 8X3X2
f ADD 18" CMP
(1)
SILT BASIN TYPE B
8X3X2
FIBER GLASS ROVING'
+0 0

STRSO-11 Z OS+00 Z 05+00
1
n STR50.21
I DQ

0
S 0-
1
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1
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ra•00 I04•00

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/ 10)•50 10350
SILT BASIN TYPE B
SX3X2
I U

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103.00 107.00
I o

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(1) I

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102.50 r02.50
510 pqj
R
iv- -
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1 CHANGE IN DIRECTION OF
107'00 -
- 2'? - -
I
I
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-

101.50 I
_ 1 101.50
I ..
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S.F. & R. B, lor•oo _ I_ toi.oo FIBER GLASS ROVING,
I w

1 SILT BSASIN TYPE B.
I 8X3X2
' 100.50
_ /00.50
I
.
i I
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\
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-1OOfO0 I_ ZOO?-OO
SXR50.22
S. F. & R. B.

(1)
S. F. & R. B.

11OtO0 I 11 BOO SM50-12
I
0
sla•
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,
? ? SILT BASIN TYPE B
SX3X2
109.50 I (? f09-.o
a
I
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?
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I
fog-00 _
I fog-00

-1p=' REPLACE W/18" 'CMP
108.50
i 108450

'ROCK SEDIMENT DAM
< .
TYPE B 8X3X2
I ?

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108.00 toe-00

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107.50 U 107.50

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8X 3X'2
0
107.00 I
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I ji
106.50 c 106.50
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106.00 I 106.00 '
I
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QX3X2
I
slo' ,

1O5-fOO _ I_ 20 t-OO
V/l \'L?
S. F. & R. B.
(1)
S. F. & R. B.
?cla*(?V I 2?Y5?O0 STR-23
SILT BASIN TYPE B
5 0,
8X3X2

114.50 I
- I-
I
I
6 M.50

11400 I
1400
STONE LINER
I
I ?
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d'o
rn
REPLACE W/18" CMP

I
ROCK SEDIMENT D
I AM
TYPE B 8X3X2
1Q•o0
I 113 .00- ` - -
I ,
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(1 )
112.50 _
5 I o' Lit x12.50
R IV .
I
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112.00 I_ 117.00
I
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STONE LINER
111•-50 _ I_
7/

1

11.50
1 a SLILT BASIN TYPE B
I 8X3X2

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111.00 I _ 1 11400
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110.50 I
- i n 04-50

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y
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S TR50.24
' 1..-.0+00 I o ? STR50.24
1-?OtOO
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RI IV' fi
STONE LINER
I
119•:.o rf9.-
_ I_ c?
I
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I
?--i "--- 00 REPLACE W/1811 CMP
I
I ROCK SEDIMENT
TYPE B 8X3X2
I v0
S.F.& R. B.
119.0
(1)
117.50
117.00
116.501
If6•001
S. F. & R. B.
Ifs-so rfe•so
I a
1-p I J/ I q C7
0 CK. STONE LINER
I
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FIBER GLASS ROVIN
I ?
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- 44 f17.00
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116•.50
I
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116•P0
I a
I
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STONE LINER
o
115.50 _ _ lls•50 C .
. I
I oc dc
v
slo Q`- R I IV- G
Z1StO0 I Z15tOO
STR59.25 +O O 2 25+0 0
1 STR50-1S
u
i S 10' u
R I IV*
114.50 1 O STONE LINER
O
I 6a
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SILT BASIN TYPE B
1 8X3X2
124-00 I 111.00 - '- -
S.F. & R. B.
127•=
127•M
(1)
122.50
122.001
121.50
S. F. & R. B.
121.00
120.501
I ?
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0
I o

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I
0 127.50
I
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1 22.50 SILT BASIN TYPE B
510' 3X2
'R I IV
0
I
I ?
122.00
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121.50
?. I c
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111.00
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I SILT BASIN TYPE B
/
_ I U 120.50
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I
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t
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tVO I U STR50-16
-Z za
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5 I o'
:\- R I IV'
STONE LINER
179.50 I G
f29 -50

I ?

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1:9.00 I
129.00 - ` - SILT BASIN TYPE B
8X3X2
I
I

S.F. & R. B.
119.50 I
129.50
I
I
I
FIBER GLASS ROVING
129.00 I 129,00
I?
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ll) dp
I `° (1)
117.50 _ I 127.50
510•

,'- \
RIw-
I
I WET PIPE IS GOOD
- - I _ .? - - REPLACE W/3611 CMP
PIPE SIZE UNKNOWN
I
ROCK SEDTMENT DAM
G
I p? TYPE B 8X3X2
1 ?a
126.50 _ 126.50
I ?
0
I ? x
G ?
I O STONE LINER
S.F. & R.B. 0 x-
1
176 n O L
o 176.00
I
0
I p

I
C'
I25 50 1
'25'5° .SILT BASIN TYPE B
u
U 2
,
?
i 510'
G
--
-?
r;lIV
G
12Sf00 _ ?? 12 f00
• STR50.17 135+0 0
Q 13 tO p STR50-27
I ? .
_ ,Slp• A% CHECK DAMS AS REO
-rd? -? REPLACE W/60" ?Mp
,7?•sa ` - - 174•50 VIE T PIPE IS GOOD
I
ROCK SEDIMENT DAM
TYPE B 8X3X2
0
I
r»oo l
S. F. & R. B.
177.0
(1)
132-So
172.001
17,.501
.. S-F- & R R
17,,00
uo • so
1'30100
r7J•00
I
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177.50
-
-
I STONE LINER
C7
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,]7.00
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w

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X3X2

?- R
y (.
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,72.00

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-
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a:+ C

_ I ? 171.00
-
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r7o.5o SILT BASIN TYPE B
I 8X 3X2
I mac:
slo•
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co
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?• v v I w X-!?ik OtOO STR50-23
S. F. & R. B.
138
137-
(1)
W-00
1]6.50
S.F- & R.B-
rJS•00
135.501
13?+O1
I a SILT BASIN TYPE B
slo• 8X3X2
179.50 l ,79.50
i
I
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139-00 l
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I
CHECK DAMS AS REQ.
i
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I
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,
I
-ADD 1811... CMP. _.J
CHANGE IN DIRECTION OF
WATER FLOW
s l o'
-- -Rlty (1)
I
ROCK SEDIMENT DAM
I TYPE B 8X3X2

I
I
I

-
I
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,76.50 -
x
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U')

® SILT BASIN TYPE B

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I 8
X 3 X2
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.,,,,.,?•?y 1?1Sf0O I Jt??tOO
STR50.79
' I ROCK SEDIMENT DAM
s l0. TYPE B
REPLACE W/24" CMP
144-50

•• l
- l-
I 144.50
SEE SITE* # 10
I
1
14+.00 114.00

?
I CHECK DAMS AS REQ.
f")

147.50 147.50

S.F. & R.B. l

l
I
143•00 i
- l- 147.00
I
1
cl? l
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142.50 _ l 142.50 SILT BASIN TYPE B
sl0• 8X3X2
I

142.00 I
l_ f
I
I
I
42.00

-

141.50 I
_ l 141.50
I
v a

S.F. & R.B. da
I
CHECK DAMS AS REQ.
141.00 l _ 141.00
I
I +

' i
i
140.50
1JO.5o
I ®

SILT BASIN TYPE B
8X3X2

510
\
l--k OtOO I- Z?OtOO
S. F. & R.B./

(1)
S. F. & R. B.
_c?vrvV , -ZSOtOO
© SM50-30
I
510.
Ritv••----
_ _ 149.50
1" S0 1 SILT BASIN TYPE, B
I 8X3X2
I
v
I O
I
149.00 I_ 149.00
I
I WITH CHECK DAMS AS REQ.
i M
149,50 149.50
I
I
SILT BASIN TYPE B
8X3X2
149.00 1_ © 149.00
I
I
I (1) 1
I
147.50 147.50
510.
RI IV - i
ROCK SEDIMENT DAM
?I
Xw! 00 ( REPLACE-W/2//" CMP •
I
SEE SITE # 11
I -
v
146.50 I
146.0L
a 145.50
s s?stc
146.50
- I
I L?
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I
146.00
I
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ij SILT BASIN TYPE B
I [/?
- _ © 145.50
I
I
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p%
?c .7;> t U p I 1 S5"0 0
STR50-J1
• I .
510• \
P% IV --?
154.50 _ 1_ Is?,30
I
I
154.00 I 15!.00
I
I
I '
1 Is).50 _ I_ I53.50
I
I
I
I
153.00 153.00
I
I
3
I
I
15:•50 _ I 157.50
5Io•
RI IV
I
I
15:•00 I_ 151.00
I
E.O.P. STA. 15 h70 I STA. 151x70
t_ _ E.O.P.
151150 =11911 - ,(r REPLACE W/1181 CmP
I
SEE SITE # 12
I
.. 1 O
(1) I ?1)
151.00 _ I 151.00
I i
I ?
1 0 da
I SILT BASIN TYPE B
S.F. & R.B. 1x1.50 1 M 8X3X2
150.50
I
• I
510•
PI IV--?;
150"00 I - 3 O4-00
eeos srn. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. I DESCRIPTION: I SYMBOL: JPG. NO.
245.03 TEMP. SILT DITCH TSD
------------------r
245 --
..05 TEMPORARY
DIVERSION TD
893.01 TENIP.SILT FENCE
- - - - - - - - - -l
890.05 TEMP. SLOPE DRAIN -
WITH EARTH BERM
245.02 ----------------
SILT BASIN
- x_12
TYPE-B
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHECK{{ V1-16
TYPE-B
892.02 ----------------
TEMPORARY V1-20
ROCK SEDIMENT DAM
I I
TYPE-B
- - - - - - __.. - -
897.01 ROCK PIPE INLET
Vl•22
PROTECTION -
894.01 - -------------------- V1-24
ROCK SILT SCREEN
- - - - - - - - - - - - - - - - -
>! ..STING FENCE: ?--
PROPOSED ROAD: ?-
EXISTING ROAD: ?-
RAILROAD: ?-
CONTROL OF ACCESS LINE-------._

SLOPE STAKE LINE: ?-
BRIDGE: ?-
CONCRETE CULVERT ?-
0 r MID U 1J
OR
--•-._._ ------ . •-. ± ?
. ----
----------------------------------
------------ C •----------
- - - - - - - - - - - - - -
----- -------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
II
•-•---•-•-•---- -------------1-
---------- ---
--
-- -

CtiIP PIPE CULVERT
?- -
- --------------
-

WOODS:
OR --•-•----- -
TELEPHONE OR TELEGRAPH POLE: ?- EXISTING:
.
_
' --o-. PROPOSED:--O-
TOWER POLELINE: ?- Q
_
-
__ __?_-• _-•_-a _-_-?;_
POWER POLE: } EXISTING: -? - _ PROPOSED:
- O- - - -
EASEtiIENT LINE: ?-
------•---• I - I
I:
?
'

GUARD RAIL: ----- ----
-
------
SANITARY SEWER LINE: ?- ._S_S: - -- s
s

WATER LINE:
?-- _
----- _.---.
- .
--------
t j-
GAS LINE: -------- -- --
-
- -
•--------------
BRUSHBARRIER ?-- '--------\•
--------- -
-
--- - -
---- - - - - -
--------•
-----

EXISTING CHANNEL:
?-
- _ -. _ -
?',..- - -------
-- --_-=? -- -
- -•-----
------------ -
PROPOSED CHANNEL CHANGE:

FIBER.GLASSROVING: _

------------
FGR
------
-- -----------
--------------
--'_ -'- 1 G'SU
RD- 2lA8F-: RHYMERS FERRY 83 0 53 I 12
11
PIPS STA-. 12+25 W.
SITE No.
Q CHECK DAMS
NEW C
SPACED AS
.REQUIRED 0
\
OLD CL ? ,\ © ,?
?

\ \ SILT BASIN
\ \ TYPE 9
SILT FENCE ,r \ \ 12'X 3'X 2'

ROCK BERM

4 1 I I ?,

f . PROPOSE-r 4-' VF.rRT

PROPOSED 8' VERT. .
HEADWALL-WITH-STACKED
END WALL-WITH STACKED
GABIAN BASKETS
Q
GABIAN BASKETS 1
? I
F ILT FENCE t
&

CHECK DAMS
OCK BERM I
SPACED AS
REQUIRED

SILT BASIN
TYPE B
AIL
1 1 1 „ r,,, r r, r r, r , r r 12'X 3'X 2'
1 I r, r r l r r r
I I 1 1 1 1 1 1 1 I I I 1 1 1 1 1
1 1 1 1 1 1 1 ? ? I" " I l I 1 1 r I 1 1 r I r
1 1
I ?' 1 1' 1 1 1 1 1 I I I 1 I I I 1 1

I
1

I
1 1 1 1 1 ,?

I I I 1 1
1
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1

1 l i,
1 1
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1 1
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1 1 1
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1 1' 1 1
1 1 1
I

1
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1
1
r 1 1
1 1 1
1

1
1 1 1 1
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1
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1
1
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1
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I I I I I I I I 1 ,
I I I I I I
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1 1

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-

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r 1 ' I I
1
1 1 1 I I I
I I I :q, 1 1
I I 1 1 I I
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1 I I l I l I r l I I I i I l I i
1 1 1 1
' 1 1
' 1 1
1
1 1,
1 I
1 1
1
1 ' I I I I I I I I I

'
" I I , I I I I ? I I I I I I
•
" " I ' • 3 1 I f 1 1 I I I I I I .. ..
acs. Liu. 1 246
RD. NAHE: RHYM .RS FERRY 83 ° 52 I 42 II

PIPE STA'. 13+65 N.
SITE No. 2
MA
CHECK DAMS
4 NORTFI
SPACED 'AS •
O REQUIRED
y ?
O \\ n
Q
?
SILT FENCE 1\ SILT BASIN TYPE B
& '? \\ 12'X 3'X 2'
ROCK BERM
y 3' BRANCH

y of • a/
..-?
PROPOSED: V VERT
.

ENDWALL-WITH STACKED
8 VERTICAL
V VERTICAL

GABIAN BASKETS HEADWALL-WITH STACKED
GABIAN BASKETS
1
?? I 1
D PIPE IS SKEWED

. ,f CHECK DAMS
SPACED AS
REQUIRED
SILT FENCE
&
ROCK BERM SILT BASIN TYPE B
It 12'X V X 2'

1 1 1. 1.... 1 1 1 1 1 1

I I I 1 I I I
'ALEC 1

I 1

I I

t 1 1

1 1 1 1 1 1 1 1 1. 1 1 I 1 1 1 1

11 I I 1 1 1 1 1, 1 1 1 1 1 I I I I , I 1 1 1 1 1 1 1 1 1 1

?I I l l i 1, 1 1 1
I
' I l I I 1 1 1 1 1 1
_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . I I I I 1 1 I
I 1 1 1 1 I - 1
III 111 1 1
I I I
1 I
II I I
II I
II I 1 1 1 1 1
1 I i I I I I 1

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1

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11 1 1 t I
I I I I
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1 1
1
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1
1
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1 1
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1

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1 1 1 I 1
1

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1 1 1

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1
1 1 I I

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1
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1 1 1 . 1 1 1
1
1
1
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1 I I I l
1 1 T-1 1
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1 1
1
1
1 1 1
1
1
1 1
1
1
1
1 / I I I I I I I ( I 1 1
1 1 1 1 1. 1 . 1 1 1 1
1 1
1
1
1
1
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1
1
1
1
1
1
'
L.IlII: GRAHAM GPS
SR. NO. 1246
RD_ NAME:gHYMF
RS FERRY "
0
. 35 26 59
N.
PIPE STA. 21+2f1
SITE No. 83 0 52 36 " W-

OLD NEW
JCL CHECK DAMS SPACED
AS REQUIRED
/
\1 SILT BASIN TYPE B

1
1
12'X 3'X 2'
FENCE ;
SILT \ ?_ 2' BRANCH
\ s
ROCK BERM ?1 c

1\
I
t RIV
i ' PROPOSED: 4' VERT

{ .
PROPOSED: 8' VERT. I HEADWALL-WITH
ENDWALL-WITH STACKED { ? STACKED GABIAN
GABIAN BASKETS ± ( 4 ? BASKETS
2' BRANCH

I I
CHECK DAMS SPACED
f /
AS REQUIRED

I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1
i l l l l l l I 1 1 1 1 1 1 1
1 1
I 1 1
1 1 1 1 1 1
l l l 1 1 1 1 11
l l l l l l , 1 1 1 1 1 1 1 1 1 1
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1 i
f 1 1 1 1 1 1 1 1 1 1 1 1
i 1 1 1 1 1 1

I I •I I I 1 1 11
I It it

1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 I 1
t 1
= 1 1 1 1 1 1 1 1 I I I I 1 1 1 I I I I I I I
I t l I 1 1 1 ? I ? I I i i l I I I t

I
1 1 1 111
I I I
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I l l l l l l l l . l l l l l i 1 1. 1 1 1 1 1 1 1 1 . 1 1 1 1 1 I I I 1 1 1 1 1
SR. NO. 1246
RD. NAME:RHYMERS FERRY 35 0 26 1 56
N.
PIPE STA. 25+15
SITE No. 4 83 0 52 1 27

d ?
C1
SILT FENCE r Mp,G
ROCK BERM 1\ CHECK DAMS SPACED
'( AS REQUIRED
\
\ 1

1 1
SILT BASIN TYPE B
1 12'X 3'X 2'
8 1 .?
.-
PROP.VERT. ENDWALL
1 1
WITH STACKED GABIAN
'
BASKETS BRANCH
2

45, 124"

[2': BRANCH PROP. 4' VERT.
I HEADWALL-WITH
STACKED GABIAN
BASKET

1 CHECK DAMS SPACED
AS RE LUIRED

I 1 1 1 1 ?
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. I I
1 1 1 1 I I f I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1
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CPS: 35 " 26 57 11.
SR'. 110. 1 246
RD. NA8E: RHYMERS FERRY 83 ° 52 I 24
PIPE STA'. 28+40
SITE No. 5
4 Mp,G
CHECK DAMS SPACED typR`S?
AS REQUIRED
SILT FENCE
ROCK BERM SILT BASIN TYPE B
PROP. 8' VERT. ?\ \ \\ 12'X 3'X 2'
ENDWALL-WITH STACKED
GABIAN BASKETS ?\ \
1' BRANCH
1 ' BRANCH ?1 ' U 401 X,
PROP. 4.' VERT.
HEADWALL-WITH
STACKED GABIAN BAS

ETS

SILT FENCE
&
ROCK BERN]
• ft I
CHECK DAMS SPACED
v AS REQUIRED

?
1 1 1, 1 „ 1 1 1 1 1, 1 1 ? , 1 , ? I , I „ ( 1 1, ,,, 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1
1
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SR. 240_ 124 35 - 26 49 14
6
RD. NAHE: 83 ° 52 ' 00 " W.
PIPE STA•. 40+30
SITE No. 6
;.....-
\ SILT BASIN TYPE B
PROPOSED:10'VERT. \? \ 12'X 3'X 2'
ENDWALL-WITH
STACKED GABIAN ?. \ \ \
BASKETS
• ??` .35' X \1 " - 1 ' BRANCH
1' BRANCH
PROPOSED: 4'VERTICAL
?10?, ® HEADWALL-WITH STACKED
GABIAN BASKETS
CL CL
SILT FENCE I CHECK DAMS SPACED
& D AS REQUIRED
ROCK BERM
I
1101
. ? M AG
OLD NEW NORTH
t t I I t t I I I '.''
1 1 1 1 1 I 1.. I I I I 1 1 1 1 I I I, 1 I I I ' I I
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F a:
I •
I
I IIII II
SR.. N0.
1246 ?c ?: ?? Lo 3 S 1?.
RD- t;t'ME=RHYMERS FERRY 83 0 51 ' 72 "

PIPE STA'. 66+75
" N.
SITE No. 7
OLD MAG

NEW NORTH
CHECK DAMS SPACED
SILT FENCE AS REQUIRED
& I .
ROCK BERM
T o

SILT-BASIN TYPE B
12'X 3'X 2'

3 5 ' X 13 6 "
^ ?_,--
• PROP. 6' 7VE T ? 5 ' BRAN
ENDWALL-TH
STACKED GABIAN 'Zi
I PROP.4' VERT. HEADWALL
BASKETS I WITH STACKED GABIAN BASKETS

SILT FENCE

ROCK BERM
CHECK DAMS SPACED
AS REQUIRED
1 ?
•i- 1
1 1 1 . . 1 . . . . 1 1 1 1 . 1
I 1 . 1 1 1 1 1 1 . 1 1 1 1 1 , - ---
. 1 . . 1 I I 1

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RD. NAHE:RHYMERS FERRY
PIPE STA•. 69+25
SITE No. 8
OLD & NEW CL
83 ° 51 66 It N.
MAG
NORTH
\ 'CHECK DAMS SPACED
? d
AS REQUIRED
\ 4
/
EQQ?CC ENCE
ERM \
1
y
d
SIL T BASIN TYPE B
12'X 3'X 2'
40'X 1 " •? . ?,.?. ?v? 3' BRANCHJ
I
PROP. 6' VERT. I PROPOSED: 3'VERT.
ENDWALL-WITH STACKED HEADWALL-WITH STACKED
GABIAN BASKETS I D GABIAN BASKETS
' r
I
SILT FENCE
& I CHECK DAMS SPACED
ROCK BERM I AS REQUIRED
1 1 1, 1, x,. X 1 1 1 1 1 1 ? , 1 ? ? I,,,, I I 1,
. ? I I 1 1 1 1 I I 1 ,. 1, 1 1 1 I I I
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""• l1t1?: RHYMERS FERRY
PI1•'E STA'. 87+90
SITE 110. 9
83 ° 51 1 42 it
k.
CHECK DAMS SPACED
OLD & NEW CL O AS REQUIRED
r ? 4
SILT FENCE \ 4
ROCK BERM \
1
. s I
1 ' BRANCH ' X i 811
RIP RAP ENDWALL /
C9 ?
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O
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SILT BASIN TYPE .B
17'
<ejr- 1' BRANCH
RIP RAP HEADWALL
D
CHECK DAMS SPACED
SILT FENCE
& ? AS REQUIRED
ROCK BERM
I r ?'1 l I I I i l i I I I ?? -.

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I

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1
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RIP 1 1 1 1, 1 1 1 I I I I
---------------

1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I

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SR. NO. 1246
RD- NAME: RHYMERS FERRY

PIPE STA- 144+65 35 0 26 37
N.
SITE No. 10 83 0 50 73 W- '
OLD NEW CL
h \
CHECK DAMS SPACED
AS REQUIRED

SILT FENCE
ROCK BERM
1? Q
SILT BASIN TYPE B
12'X 3'X 2'
PROPOSED: V VERT- , >r
ENDWALL-WITH.STACKED -
GABIAN BASKETS ?? PROPOSED: 7'VERT-
HEADWALL-WITHSTACKED
GABIAN BASKETS
811
I
2' BRANCH ?c V ` 12' BRANCH
I I
II

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.SRO 110. -1 246 -- -
RD. NAB=: RHYMERS FERRY
PIPE STA'. 147+00
SITE No. 11
. ._ •,

'

SILT FENCE

ROCK BERM

' BRAN
PROPOSED: V VERT. r
ENDWALL-WITH STACKED
GABIAN BASKETS

ILT FENCE
ROCK & BERM

1 - -
83

OLD

NEW
CL

I
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I
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j
1
i
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° 50

v

_

v ?.• _
.68 1t N.

MAC
NORTH

CHECK DAMS SPACED

AS REQUIRED

SILT BASIN TYPE B
12'X 3'X 2'

3' BRANCH

PROPOSED: 7'VERT.
HEADWALL-WITH
STACKED GABIAN BASKE

•
CHECK DAMS SPACED
AS REQUIRED
1 1 1 1 1 1 1 „ 111.1 , 1
I I I I I I 1 I
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SR: N0. 12 4 6 - - is 35 26 35 11.
RD- 14A)-?E: RHYMERS FERRY 83 ° 50 1 61 11 U_
PIPE STA'. 1 51 +55
SITE No. 12
SILT BASIN TYPE B
12'X 3'X 2'
OLD
NEW
CL
MAG
NORTH
SILT FENCE
i ROCK BERM
5' BRANCH
G

40' X 4011 ?.
C ? I
PROPOSED: 8' VERTICAL
5' BRANCH
6 HEADWALL-WITH STA
Z CKED

PROPOSED: 8'VERT. I GABIAN BASKETS
ENDWALI;-WITH STACKED
GABIAN BASKETS
CH ECK DAMS SPACED

AS REQUIRED
SILT FENCE

ROCK. BERM
1
1 1 1 1 1 1,•• 1 1 1 1 1 1 1 I I I 1

I I 1 1 1 t 1 1 1 I I 1
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CHECK DAMS SPACED
T C' T7 T:. l1TTTTTr\
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