20060136 Ver 1_Complete File_20060215

1 GF..w H T??
Michael F. F3asley, (;o-vernor
William (;.Ross jr., Secretary
North Carolina Department of finvironmcnl andNatural Resources
O t ` at tin `C Alan W. Klimek, P.E. Director
?. ??f $ F?R Divisien of Water QualilV
February 15, 2006
l „ Jackson County
DWQ Project No. 060136
NCSR 1322 (Hall "Town 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 impact 57 linear feet in two
(2) unnamed tributaries to Savannah Creek (57 linear feet of new pipe and temporary dewatering), in order to make
improvements to NCSR 1322 (Hall Town Road) in Jackson County. The project should be constructed in accordance
with your application dated January 23, 2006 (received January 27, 2006), 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). fi'or this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
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.
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 Mining Manual.
or One
Natumlly
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Custorner Service
Internet: h2o.enr.state.ncus PAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer
Mr. J. B. Setzer, P.E.
February 15, 2006
Page Two
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. In-stream work and land disturbance within the 25-foot wide buffer zone shall not be conducted during the trout-
spawning season of January 1 through April 15, to protect the egg and fry stages of rainbow trout from off site
sedimentation during the road construction project.
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. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary or permanent herbaceous cover should be
planted on all bare soil within fifteen (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 staples or wherever possible, live stakes of native trees. Straw
mulch and tall fescue should not be used in riparian areas.
7. The dimension, pattern and profile of the stream, above and below this work, should not be modified by widening or
narrowing the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to
natural geomorphic conditions.
8. 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.
9. Riparian vegetation should be preserved to the extent possible. Native trees and shrubs (e.g. Rhododendron, dog
hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be restored wherever possible
along the repaired slope and streambank to reestablish the riparian zone and to provide long-term erosion control.
10. Any riprap placed for bank stabilization should be 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 it impedes aquatic life passage.
11. Heavy equipment should be operated from the bank rather than in the stream channels in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream. This equipment should be
inspected daily and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
12. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
13. Excavation in the stream channel 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.
14. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
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. 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 bank stabilization work. 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, possibly affecting other
landowners.

Mr. J. B. Setzer. P.E.
February 15, 2006
Page Three
17. 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 bank stabilization work.
18. All work shall be performed during low flow conditions (below bankfull).
19. 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 1Vater 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,
e 9
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
'.
swio
e
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 23, 2006
Mr. Steve Lund, NCDOT Regulatory Project Manager
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
060?
??nn
^' U
o%?r r/ 7?0?6
?arF??y
"icy
LYNDO TIPPETT
SECRETARY
e.J
Subject: Nationwide 14 Permit Application
SR 1322 - Hall Town Road
Jackson County
State Project No. 14C.050058 (DWQ Minor Permit Fee $200)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1322, Hall Town Road, in Jackson County from the end of pavement for a distance of
1,175 feet. This proposal entails widening and paving the existing gravel road to a standard 18-
foot roadway. The proposed improvements of SR 1322 have been identified as necessary
maintenance and safety improvements. Funds have been allocated for this project, and NCDOT
would like to perform these activities sometime during the 2006-07 paving season.
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 sections,
drawings 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 aquatic habitats and allow the existing stream
gradients to remain as unchanged as physically possible.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of threatened or endangered species for the unnamed
tributaries of Savannah Creek. Additionally, there are no records for the entire Savannah Creek
watershed. There are records for the Appalachian elktoe (Alasmidonta raveneliana) in the
Tuckasegee River near the confluence of Savannah Creek. These records are approximately two
miles from the project. The unnamed tributaries are small and are not of sufficient size to

support mussels. The impacts from the culvert extensions will be minimal. For these reasons,
there will be "no effect" on threatened or endangered species.
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 rock silt
screens and other 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.
Specifically, NCDOT is requesting to extend/replace two metal culverts in UT to Savannah
Creek (DWQ Class C Tr). Listed below is a summary of the proposed impacts.
Site No. Existing Condition Proposed Condition Net Impacts
Station
Site 1 24' x 18" CNIP 40' x 18" CMP 16' extension
5+00
Site 2 33' x 48" CMP 74' x 48" CMP 41' extension
10+00
Total 57 linear feet
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 requesting Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me
concerning this permit request.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
j y
L. Woo rd, P.E.
Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 0 0 6 0 1 3 6
(If anv particular item is not aoolicable to this proicct, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 345 Toot Hollow Road
Bryson City, NC 28713
Attn • J. L. Woodard PE District Engineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jwood [e-mail]. nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 1 of 9
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: Widen grade drain and pave SR 1322 Hall Town Road in Jackson
County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.050058
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Jackson Nearest Town: Dillsboro
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Dillsboro take US 23/441
towards Franklin Turn left on SR 1322. This is the project.
5. Site coordinates, if available (UTM or Lat/Long): Attached
(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 watcrbody.)
6. Property size (acres): 0.73 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Savannah Creek (Class C Tr)
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.ne.us/admin/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential, woodlands
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
This project includes cutting and filling earthwork where needed, replacing old drainage
structures that are inadequate, making the road safer by changing the road profile, and
paving Equipment to be used will be Track Hoes Back Hoes, Dump Trucks, Bulldozers,
Manual Labor, etc.
11. Explain the purpose of the proposed work:-
To pave, widen the shoulders and improve the alignment of SR 1322 to meet current
NCDOT standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No additional permits have been implied for in the past
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional permits are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 9
1. Provide a written description of the proposed impacts: Culvert Extensions
2. Individually list wetland impacts below:
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***
N/A

,__? _ t.-. _ . t: «:,. 7 ? h , 1 rl r ino o,Idina fill
• List each impact separately and identity temporary impacts. rrnpacw 111WUUU, UUL LUU ALUL 1"l- .v.....-1...W - C• --- --
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 tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htttx//%N v.%%.lema.oov.
"• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or

Site Number
Type of Impact* tn act
Impact
Stream Name**
of Strewn
Intermittent?
f
(indicate on map)
feet) Before Impact y)
(please speci
1@ Station 5+00 Culvert Extension 16 UT to Savannah Creek Perennial
2@ Station 10+00 Culvert Extension 41 UT to Savannah Creek 3' Perennial
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 sliowving the linear footprint for both the original and relocated strums 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
USHS.2ov. Several internet sites also allow direct download and printing of USGS maps (e.g., %N%%% topo/one.com,
w%%w.m,wquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 57
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 4 of 9
Open Water Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Name Wate

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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
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.
Imnacts cannot be avoided. Culverts must be extended in order to gain the necessary width
to improve SR 1322 to current NCDOT standards. The 41-foot impact at site two is required due
to the need to skew the pipe because of nearby driveways. All pipe extensions will be placed
below the existing stream bed gradient so natural substrate can be re-established
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 9
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 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
littp://112o enr state nc us/ncwetIands/strm?_,ide.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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at littp?//xti,ww.nceep.net. 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): 57
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
Page 6 of 9
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
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

re feet)
s trar

Multiplier Required

Miti
gation 3
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 ex-tenas an
additional 20 fast front 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.
Page 7 of 9
N/A
XI. Stormwater (required by DWQ)
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.
Stormwater will be diverted through settling basins or grass lined buffers prior to entering
streams (See erosion control plan)
XU. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be venerated from the proposed project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this 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).
Applicant/Agent s Signature .` Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 9
SITE COORDINATES
SITE #1
N 35.333°
W 83.254°
SITE #2
N 35.332°
W 83.252°
Page 9 of 9
SITE
STA.
BRANCH
EXIST.
PROP.
SKEW

SIZE 01
5.00
1' W X 2' D
24' X 18' CMP
40' X 18' CMP
90'

T. OUTLET
END 8' JACKSON CO.
SR 1322
HALL TOWN RD.

ROP. EXIST.
CL CL
I
I I I N
I 3 I
I I I
I I I
90'
EXT. OUTLET
END 9'

19' I 9' I
I I I
I I I
I I I
PROP,EXIST PROP, EXIST
EDGE EDGE
EP TL EP TL
1' •20'
I i I I 1 1 I I I I I
I I I I I I I I
I M
ELEV
T
B
100
0
.
.
.
.
.
'
NAIL IN 8
POST
9
'
LT. STA. 4.
0
36
I I I I I I I
I I
l I I I '
I i I I I I i I I ! I i
I I I I I I l i
I I I I I I I
I I I I I I I I
I I I I ( I ! I I i t
I I I I PROP S E I t i
I I I I I I i I j
l r l I

E

fi
L?
I I
I
I
I PROP
ELEV . I
!
102. 8 111

I I I ? I ir , - ? I I I - r ' - I I ?' I I I ( I I I
L _ I _ NO 19 1 I
I ? I I I, I i I i
I O G I I
0 G. I I ! I ! ' !
i I I I I '
I I
I I I I I I
I I I! !
I I I
I I I I
I I
I
7%
R
E- 6
' 0 i ? - .
AD
EXISTING G
3%
L • 1 I # PROPOSED GRADE-11.
I
SITE 02
EXIST. STA. 10.00
PROP. STA. 9.92
BRANCH SIZE 3' W X 6' D
EXIST. 33' X 48' CMP
PROP. 74' X 48' CMP
EXIST. SKEW 75'
PROP. SKEW 55•

. OUTLET
END 41'

ROP.EXIST.
CL CL

I
i
I I I
I I I
75' I
45' '

I ? ? I
.1 I
?? I I
I
I
I
I I
PROP. EXIST PROP, EXIST
EP EDGE EP EDGE
TL TL JACKSON CO.
SR 1322
HALL TOWN RD.

N

???a

CONC. HEADWALL
To BE REMOVED

,20'
I I i i i I
I
00
0
T.B.M. ELEV. 1
.
HUB IN GROUND
'
RT. STA. 9.90
30
I
'
I
I
I I ?
I I
C E D A
L

P 'n R PO E
I
1 1?
P
R PII E I S LO I E ?
R p

L - S

F'

l

i

I

?

I

i

l

l

l l l

l

l

_
19

I
4.
6 -

I

, ? I I
r
+ '
0 G .
E X TE N 1 '
I
O .

I '
I
I
I it
I
5%
EXISTING GRADE 4

0
'
I C
.
8%
GRADE. 5
1 - 1m .
PROPOSED
I

°1 °1 71 -r °1' 1r,

?V
-
'? ? ? ?
?I?4Y.. !?.• ,
'
.?).
f? ??/?J;(l
?r J . > F.? ?6-l
J ! i` / T?0.? \__ - \ .r

17,

??? ° v ?? !
r - \ \ ? ate -S? ,.- ?r;%i
r
? e! a .• ?
q i v ?' ? •-/
l _
z .^
-/
1 ?1, , d,
J 1? ?
\
i
/ ?, l
•
?
/
/ ?
1
? ?
?f I Riverview,
1 ^
?, ??
7
?
?,.\ z
? .
/.$. \. r?.?l /! ?
I
I
?
??_?? r,
•
.1
1 ?` 1
.
? O

l BM LHT 1626 / ?'UCKASG cv
M f / o',
= ;`\?^_ ,? ?•[StFtS?iea, 2003 / r tNi
\

-
`
' ^ 1Sq G? River
-?
) _ _ d • /
i
•
?'? r•
-lam 1 ? I ? .? ?, I ?? '? ? ?..- ?' ?' ..

N •' - qJ' `,(? L i ???? lJ \? _ _ `O `ii,•_C ECM N
Cl)

Ad?ia
An
0
5
7,
Ll
O - i \ i1. O

- rid ...i?'` _ f _ ?\ (--? / ?• -'r :?_-.
? _ /j i??.
• ICI] ?
° J ??.; ?.h>?
? F?\ / 1 /
? /-. -
?1?
' •, .
Fri -?• EanFork
;. _ -
i
-• f

•
1 ? t ( -ch
'
J
?
/-•
MIS , /
•? .

16' W 0 ° 1 ' I .00 W'' 3° 1d' 08 ° 14 '000"
Copyright (C) 1998, Maptoch, Inc.
JacksonCOUNTY
ROAD NAME Hall Town Road
SR
W.O.
FROvI US 441 North 1.965' to EOP
ADDITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE 1\40VED
T. POLES TO BE INION'ED
R/W WIDTH
SCALE
DATE
DESIGN YEAR
DESIGN ADT

6' 1 9' 1 91
1322
14c.050058
No
Yes
Yes
6
1
45,
1"=50'
„
2028
Nay/
41 I 3'
.. Railroad ..::'.' ....................... C
Control of Access Line-'. • • • : • • • • • • • a
. Slope Stalcc Dine ..................... -
Brid?Te. ;..,?.•.• • :;:,....•....?..• ... ..........
CulVcr?
Woods ...:.'....'..'..... ............. .
Telephol?t oL:Tclc?rrupli Pole ........ iEN I S'?' -?- ? 1I11totl •O ?
Tower Pole and Line... • • • • • • • • t • '
Power Pole .................. :EN Is'?' I_I??ItC?I' .b I
' Ease1110n ! Line. ...:..... • < . , ... .
• .
iyio\ving i_iniit' ....... . ....... .
.. .
Guard 11ail ........................
S "nitary. Sewer•Line..: ............ .
Water Line..'.'. ....' ................. .
- , GAs ?-.
Gas Line •'.. .. :............ • • ; .r•:xIST I 'c
Chaim Lhil: Fence.'..... ........... -------- r1:1
Woven Wire Tcnce•: • . e ... • ...... , . ., ---?-
eciencradon ............. ell-
Teniportl? _v Silt Ditch . ' Ts
Tc tli p o l .1 1 v S it c P c?ti c e . , ..... .
' .
Teniporai:y.Slope Dr-aitl
B r u s h [i it l' I' 1 . I':.` ' ?'? ?'?' • . •. ? • .... .. .. • ??'? •? - ?., ? ._?? ;.
: •?
SUL Checlc Dani Type A••,.• • • .. • • . • ..... n
Silt Checlc Dam Type•B ..'.... • . • • o .. • • .
.:'.....'... • • • • ' .?' •
SUc Basin 'I?'pe'A' ....
Si1c I3-asiri Type B ..........:......... r
Rod( Silc Checlc Dam .
?ll`l ?l Dernl .......... '.
Temp, Slone Dilch Check . , ..... , : ?--
J?tt?llil? QU?Ii? t '. i • ?
O
Hosed =retie Bishop
vi Hall Town Rd.
Syl??. ? NG 2$?7?
4L
O
I
I
5foD
0
IEXIS15" x+55
PRO I8,1 f5
45?II
5+ DD
T 12"
T EX
PRO ?g " S
I
y ?. 0 0
r
Na?I 7cu)i mod,
SylvCi I NC
0 +- OD

E
10{ 6D 16 -}- 00
O
lames D. Hc.II
-a loo Arrowocd Larlr-
I Nendcv,5o>lv1 Ile, , NL
i
g ?- ao L _
A1ct; R 8e.,- Ko w
y23 tj. ma,l < st
I Sy lti?a ? ?1G 2?7?%`1
0
Nenrfe+fc, E. 1-Ic,11
2,63 Hall Town Pi.
Sylvc- , tlc '2,` ?-1--1q

O
?eanotfe 1?1cc??E
1 ,
Sy l??ci ?)r Z?711
1 01-
0
R? ?? N
-7
I
5+ So i

t3+ ob
0
oL
t5+oo
(D Woodsh
m oved o ?'? (y -r57
Carroll Mara<<?}
t-ydI a Via Y'garj
L -J
31q Nall Yow'+t ?Zd. iL4 I
5ylvR , NG 2S?"l?l
_ L t 3 f -75
I
O ?
15+D0
O
?? r•;`?? G ca'r`
Ave
Ver•c 6:te??,? ?L 329Q"F
OLL _
i O
45
R
4C,F-
1- S
00
I C+ID
0

SOP lgt-65
EDP
IRS 65
0
I ?esSe, 5. o real s{?,
-12 Hoovc r 9d.
Rir9oM I GA 36-73?,
?0 1
he 4h R . Pc? is
3E1 Cf' fe Cane ?J.
S y 1 va. h1C 217 7-1 IS" GS
incrcctsz Rlw ? f
?x?Sl n
Tor 2oc,V, 1`7 + 33
In t
si I i ?Cr;'.l r. 3& $
Brancll _

+a i`1+ Zo
I sFr ?'9 deep ch
I iG+3y
f
I Ulce???. ST?O
45
Earn +o
b C, movcd IS t. 17
O o? R/w
14tg7 15 t.OD
POLE DATA NPN 61-03447
PROJECT 1322---------------- COUNTY ------------------------ Sheet--- j------ o
OWNER OF POLE LINE __f)o Ke,---po w er

POLE OIST. /ROM CENTER
PRESENT ROAD OIST. IROM C[NTtR
PROJECT OIST. CENTER PROJECT
A/TER MOVING
REMARK!!
STATION
NUM[[R
LT.
RT.
LT.
RT.
LT.
RT.
I -I- 00 -1' I I? l I? 25' Moue Z5' R off. new ?.
1 + ?D 17' 17' 2 s' _ Move ZS' L h e W
3 + 6D V I2, 25' Mout.,ZS` L dew C?--
q+ is 151 16` 25' _ Movc 7-5' L c? r1eL v
10+50 1141 19` 25' Mon Z5' L ? new ?
I y + bD
I?+?S
G I q'
IS' Iy `
16'
ZS' 25' Movc 25' R new
Move, Z5' L Y1 ew

VICINITY MAP
Jackson County
SR 1322
Vicinity

EROSION CONTROL PLANS
JACKSON COUNTY
ROAD NAME: HALL TOWN RD.
SR NUMBER: 1322
WORK ORDER NUMBER:
FROM: US 441 1025' TO EOP
350' of Paved Road Improvment
R/W WIDTH: 45'
SCALE: I'=50'
DATE E.CoPLANS COMPLETED: 2/ 14/05
DESIGN YEAR: 2028
DESIGN ADT: 200
RIVER BASIN: LITTLE TENNESSEE
UNNAMED TRIBUTARY TO SAVANNAH CREEK
CLASS C

\erosion control.dgn 02/14/05 03:36:44 PM

ll
A

'?- i O? 1't tit,.01t:1 'Sill

i•t)J.O.( '.('clittj.ol 111
.
?iJl 1't Itrr
l•l)O•O•) `
•.?!'llt}•01'tl1 ?71?frr .`/t ttl2t tctl It :(?.^.I t 11 .IJrI'til

:-'J.O( i-r
A
.

.09 %Silt 1)11\111 , .1
(• ) _.. )' 'Sill
t t TvIIIF?IC.1? 0:'?.
l t?t? ft( ?('t•1:t(, .I?.C;'?. `-r??ln rul O..Il ?(',•I„•.-:?
l; ! 1 12
(, .?._ r
1 VIII ]. r.I ttl .(\??;'(. .li`ll l:t.
r,Il DV. P!
uc I
( ?% O
fto..J; :(?;t` :(,tlt l :f?10:rt t
101
?•!%/.O2 (\0"1. .(?It r TIII,•l .('I CI
ul;-. )(
I'
T',,C,'J, Ill >r'tr(u
.4 P

?j;'1:11)Q1
>70
D
t4v
D
S
t
lU.
a
c., I
LQ

Envil'onIII Cnfall)• Scnsilive Areas:
'Mis project is located in an 179v_imnmcnt?l{y_Scnsitiye Arca". This designation requires
Special procedures to be used Ar clearing and gnAbin ,
lcrtap0r•ary stream crossings, and
<,rtding operation.: %vilhin the area identified on the puns. 'I hs also requires special
procedures to be u:rd 1101- Seeding and mulching, and staked seeding within the project.
Clearing and Gruhhin;;:
In area, identified on the erosion Control plans as -Environmentally Sensitive Areas",
cl-_;crin? operations Can be perlilrnlr.•tl, but 1101 __I-Llbbing operations until immediately prior
to hCginning ?,radin;, operations as describcd in Section •200, Article 200- I, in the
Standac•d Specifications. The "Environmentally Sensitive Area" AN be defined as a SO
Blot bull'cr zone on both sides ol-the stream (or depression), measured from top of'.
streambank, (or wiler ol'depre.ssim, Only clearing.; operations (r•ot grUbbin,") shall be
nllowed in this hunk zone tmtil immediately prior to beginning gracing, operalions.
Erosion COMA devices Ahall he ill ;tl alled immediately follo%wm.,, (ho clcarin,,, operation.
Grading:
Once grading opealions begin in identified `'Environmentally Sensitivc ??rcas work will
pro-'ress ill n continuous IMIllner• until c•oniplete. All construction within these areas nlu.;t
pr-0gr-0?S ill n C0111ir1u0lli nl;lrlner SLICII tilat CaCll phase is complete nn areas perrrlanudy
stabilized prior to beginning ornext phase. (•ailure to complete any Phu orconmrltetlon
r
ill a C011(illLIOLIS in.'Inner ill ` 17-nvironlnonm[ly sclvtiitive Areas' as Will bC jLISi
cause for the Engineer to direct the suspension n( work in accordanc: V.ith Section iOS-7
o!'111C Standard Silecilicntions.
Temporary Stream Crossings:
Any Crossing, oCstrc;!nls within the limits ol'lilis projCCl must be acC0:,1hlishCd ill
accord ante with section 107- I ; b
( ) ol'thc Sty ndard Spccilications.
Seeding, and MAN,-,
SCCCIiiI and nlLJ!Chint-, shall he pCrA reed in rime dance with Section 069 MR Standard
Speeilic:ltions and vc .cl;ltivC C()%Ci- sullicient to restrain Crosion shall i?C installed
inanlediatcl, ail!(L,,,in;,r;lcleemahlishmmu,
SCCllin? ;1-c:-! nru!ehN s!r;rll he Pcrtbmwd on M areas disturbed by
c???;:rucliolr
illlnlelli;tlely Iollo"ing smil gmale C.`Mshmeni No appreciable li;;le sll;tll ktp:e into the
Crntr= RIC W;lloti[ s!;Ihiliirlliun oCsloll , dilches ;irld other area; v.i:!lin Ills
(:1-I :IlOnrllenlal?' SCiI>Me Areas" as Indlca, On talc E. C.
1l(all:i.
I

Stage
SCCdIn?,:
The work C"C"cd by Ibis seclion shall consist unhe eslalilishment ol'a ve,,elative rc??r
on cut and lill slopes as gradin`, pro?,resses. Seeding, and mulching shall be clone in sta<,Cs
on cut and MI slopes which are ,rester than 20 Icet in height or ,treater than 2 acres in?
area. Etch stage stall not exceed the limits stated above.

Erosion Control SCIICdIIIC
• Install erosion control measures according discltarr to plans in all outlets and at other
?e points after clearing but before grtlbbinR
• Clear and clean outlall ditches leavin<r side slopes at in an<,l
station. These areas will require staff, ,e that can be retained by
c sccdin?, and mulching.
• Bcgin grading oCrondway ditches. Place erosion control measures along, roadway
ditches as gmding pro-resscs and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase ofgrading is completed.
(Note there are I S working, days/30 calendar days to complete seeding, and mulching.
A working, day is delined as a day exclusive ol'Saturday or Sunday dwity which
weather conditions or sail conditions permit land-disturbin,, activity.)
• Clean out and/or rework all temporary erosion control measures alter any si<r r
iant
rainfall event (or as odienvise needed). Thcsc mC.iUres should be nmintaincdun
til a
Permanent vc";erative cover i.. cslahli::hed.
Wet Pipe InstalIntion Schodule
• install CrotilC?n C'ontrell devices.
° RCn10vC Material and cxistin?,, pipC We lintitin„ a S much as possible, rnmorial and
seCliment front enterin;; [lie stream and/or esc r in, l; om the project.
• Prepare pipe l'ountlation while tal:in?r care to linlit ri;ilerial and sediment li.ont
enterin, the stream and/or escapin,loom the pc-o;ect. Where possible new grad
should be below the existing strearnbed. if rccdcd, bedding material will be clean
stop (especially in Trout and FiQW v:aters).
° Place new Pipe and compact fill .
• Install dope proicctlon on outlet and ink! ends QQ. Ako Con'.ilete illj'IIlation of
,
erosion colitrtll rllcasures and pcrIbrm ri111r1teiiililCe r CCiCCI art e.Clstln`, reasures.
° Whllsh pc•rinancnt vc,_retntion as soon as possible
I I
erosion controi.ogn UZ/14/Ub 1 ]:I b:Zb AM
I
6+500100 6+50000
N
C, 1
I p ;I
I i A
f

I 1
R 6x3x2
I
c
I
a
6x3x2
T
1 1
1
c
w
J 1
1
N
O 1

1
Cl.
w 1
r-

?,
6x3x2

1
I
'
s ? I
1
1
2 1
1
I 1 ;.
F 1
1
6x3x2
( 1
= Y 1
V

?

i -0 1
1
c 1
' I N II r?
1
r
f 1
?
\ 6x3x2 -

- C) 1
p
0 1
m 1
1
1
1
1
1
t
1
1
6x3x2

- 1
1
/
1
1
/
1
l?,

00 =
1+50 8x3x2
1+50
00
. .
\erosion control.dgn 02/14/05 11:35:54 AM

i
1 1+50.'001
r
i
I

I

e
i
10+25000 T

I
'

'
1
1
?
1 1+50.00

+25000

4
1
L
I
t.

W 1
¢
U ?

?

6x3x2
? U
a I
I
1
a
N
i 1
1
1

r?
1 1 ?` 6x3x2
V
l
i
f \\ '' 6x3x2
0 1
a 1
n \\ 6x3,2

Q 1
O 1
W 1
H

z 1
,

6+50000. 6x3x2
?y 6+50000
1
\erosion control.dgn 02/14105 11:51:42 AM
c`'1 u J
M J r J
o
U) cz
-
- ? m NI CO Lo
_
m U

C)
^
O o n M h M M
n (9 'D < O O O N
c3 vM N r
2 a)
X co z
_ L
vNINININI

N a

CJ L_
a _
w MI c'); MI MI
X rs ? `-'
U) U

c L
J j C) v t`It`I nlt`I
c O ?
(7 y
ED M
X `
C c
C
.? U ?
m
ry J
d C
rj + + + +
L ?
?- b
J ~ L
c y C w NI Ni NI NI
?.
Q
d y
X
m
=
w MI c')I MI MI

c v
N
CO

X L
L 0 f.01 col c01 c01
J
C U
C) U)
J (7
V
C C
co (n oil 01 vl MI
X C (9
co
C
C ?

co cm _
L L L L

.O
J
7
U

) OO O
C O ?--
(n
m
o (n LO O
L; p

U) LO C?
++0LO
C M ?- L-)

N CO

CO

1 ? /
O C
L O

co
O
D CJ
cu
N L C_
O C
te
a)
c 3
c co O

o a
c a)
(

C) c?

a? O
O
Z
-0
a `n c U
c =_

CL
E
O-0 L
C
E C.
CO

>>
C) O
>
O ?
O _
('') Cl) I- M Cl)
0>

O ((z N >
w O
U co
Q t O O co N
M N r r
A
N
v) O U) C
N ,N Ln
(D
O ti ?- O ti
C) O ` U r ?- O
C) j* CD, Q (0 O O O O
n O L
cz O -0 O L
70 C (? 0) U

O C 0
p O? C
C)
co CJ
O M M M M
< N O N I-

Q) O J cz
O C J &5
Q M O V O
U) 'V' N
C: C)
L
'X -O N - O E N C L

L O O C O O
Q C - O "T (O ON

cz J
F)
Q.

O a L
LO LO U') V)
Z 7 ?f N N N
N N N

O

p CJ L a
co f 0 0 0
ZZZ
}
f
O

N
= C -
O 0 L
0 L L C L
O)
)
O) a)
cli (n
'IT
C) _
_
Cl) c9 (C) CJ LO L J
co O
.?
O

C:, 0
O
O
cz L O
+
+
D] _
-O v) (l) + +
?- U) O
X Al
?
Al r-
?
O ^
CZ >
_ v
C) C) O 0
LO
+ + Lo
N CL L .a) O 65
(h ?- (j +

N
O
U
Q
(9
O
F-
U)
O
, 1 '

i
• Pte.
? 11.7" t
SR 1322
Site 1
Inlet
A ??• ?T5 , , t' y'
r
MR
.. J
n ? z
f
r ? ? ?? 7 `1 t 1' / <
I fJ
s 7:.
Outlet
7.
SR 1322
Site 2
Inlet
Outlet