20030019 Ver 1_Complete File_20030109

NCWRC
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Nn>rtli carolinaWdfife Resources Commiss' n 0 10?
Charles R Fullwood, 1~xecutive Director
MEMORANDUM
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TO- Melba McGee, Environmental Coordinator ,
Office of Legislative and to overnmental Affairs /
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FROM: Owen F. Anderson, Moun ain Region Coordinator
Habitat Conservation Program
DATE: July 29, 2002
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S[JBMCT: Preliminary Engineering Report and Environmental Assessment, Sewer Upgrades

Cartoogechaye Creek and Little
th Carolina
N
e
O
,
or
and Extensions, Macon County,
OLIA No 1197
i V
ver,
Tennessee R
Biologists with the North Carolina Wildlife Resources Commission have reviewed the 3
subject document. These comments are provided in accordance with certain provisions of the
d Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq), the North
h
an
Fis
Carolina Statutes (G.S. 1 13-131 et seq.), and the National Environmental Policy Act (42 U.S.C.
4332(2)(c)).
Macon County and the Town of Franklin are proposing to extend a gravity trunk sewer
30-inch sewer from about the Main Street
i
i
ng
st
line along the Little Tennessee River from an ex
bridge along the Little Tennessee Diver to the confluence of the Little Tennessee with
Cartoogechaye Creek. The sewer line would then follow Cartoogechaye Creek to the Macon
The approximately 40,000 linear feet of sewer would
tation
.
County Industrial Park pump s
allow four pump stations to be eliminated.
The Franklin area is under a moratorium for new sewer hookups due to the existing
ws at the Macon County Industrial Park
fl
O
o
ver
collection system exceeding capacity.
the
vements is to alleate
A
ommon
a
.
apparently are not unc
rea.
evelopment in he
provide for further growth d a d
ance and to p
d conve
i
y
ze
unders
Fax=828-452-7772 Jan 21 '03 11:45 P.02
\ r.;r 4 .r.•:..,. ?,.r .. - I2,i,. <.? , 11C 27699-1721
NCWRC Fax • 828-452-7772 Jan 21 '03 1145 P.03
P
Macon County/Franklin sewer Extension 2
Macon County, Little Tennessee River
July 29, 2002
We are disappointed in the Environmental Assessment for this project. The document
lacks detail on the project, the affected environment and potential impacts. We recommend a
thorough revision of the assessment. We have not found any record of scoping comments this
projec in our files nor is there any reference in the document. On future projects the project
sponsors and/or consultants may want to request scoping comments through the State
Clearinghouse. Following this procedure may reduce time and expense significantly by
identifying important issues early in the process.
Cartoogechaye Creek and the Little Tennessee River provide significant aquatic habitat
for a number of rare species that are of federal and State concern. There are records of several
animals or plants that are in close proximity of the proposed sewer route. A complete listing of
protected species can be developed through the Natural Heritage Program as listed below. Once
the resources are identified, emphasis needs to be on avoiding direct, indirect and cumulative
impacts to these resources.
The Division of Water Quality classifies Cartoogechaye Creek in the project area is B
trout. This reach is also designated as hatchery-supported trout water by the NCWRC. The trout
classification and designation needs to be taken into account during the planning stages.
Although it appears that most of the sewer line is outside of the trout buffer, the trout resources
and the potential affects on these resources are important. The Little Tennessee River is
classified as C.
The EA does acknowledge in several places that the growth and development facilitated
by the improved infrastructure will result in secondary and cumulative impacts but then simply
dismisses these as insignificant. For example, "In general the cumulative and indirect effects of
the improvements could be significant land use changes in the surrounding area do [sic] to
growth in the region." The document goes on to state, "The only resource to be impacted will be
forest since land that is currently forested may be converted to residential, commercial or
industrial areas. Because of the abundant amount of public and private forestland in the Franklin
area, the impact to the forest is not considered to be significant."
We agree that land use changes associated with the improved infrastructure could be
significant. However, the discussion as noted above indicates an oversimplification and/or lack
of understanding of secondary and cumulative impacts on fish and wildlife resources. While
forest habitat is important and certainly could be adversely impacted, open land and early
successional habitat can provide important habitat components and for some species early
successional vegetation is the primary habitat needed. Although pastures and agricultural land
can lack complexity, these areas are important for some species. For example, the wild turkey,
which is primarily a forest bird, uses a variety of habitat types and depends heavily on open areas
and pastures at certain times. Perhaps a greater impact to fish and wildlife results from habitat
fragmentation. Wide forested riparian buffers can play an important role in maintaining habitat
connectivity.
Other secondary impacts associated with loss of forested riparian areas, which are
important in maintaining stability of streambanks, providing shade to stream and providing food
input to the stream ecosystem. If this loss is significant, it can result in a change in the aquatic
? P
NCWRC
Fax:[phone]
Macon County/Franklin Sewer Extension 3
Macon County, Little Tennessee River
Jan 21 '03 1146 P. 04
a
July 29, 2002
community. Streams that currently support trout may be affected to the point that they no longer
provide suitable habitat for trout. Additional, impacts to streams are associated with stormwater
runoff from impervious surfaces. The quality and quantity of stormwater discharge from
developed areas can result in a decline in water quality.
The information provided is not sufficient for our staff to make definitive
recommendations or conclusions concerning this project. Due to staff limitations, this
standardized response was developed for projects such as this. Although some of the
information, requests and comments may not be applicable to certain projects, these guidelines
should facilitate preparation of fish and wildlife impact assessments.
We are also attaching information from a draft guidance document on secondary and
cumulative impacts, Guidance Memorandum to Address and Mitigate for Secondary and
Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water Quality. This
document may be useful in addressing secondary and cumulative impacts in the revised EA and
mitigating the impacts of this project on the significant resources of the Little Tennessee River.
In addition to addressing the concerns discussed above, the environmental document
should include a detailed assessment of existing natural resources within these areas of potential
development and should discuss the potential of mitigating development impacts to wetlands,
surface waters and high-quality upland habitat. Additionally, to provide a meaningful review of
proposed project impacts on fish and wildlife resources, we request that consultants, project
sponsors or permit applicants provide the following information in the environmental document..
Include descriptions of fish and wildlife resources within the project area, and a listing of
federally or state designated threatened, endangered or special concern species. When
practicable, potential borrow or disposal areas to be used for project construction should
be included in the inventories. A listing of designated species can be developed through
consultation with. The Natural Heritage Program, NC Division of Parks and Recreation,
1615 Mail Service Center Raleigh NC 27699-1615, PH: [phone].
Include descriptions of any streams or wetlands affected by the project.
3. Include project maps identifying wetland areas. Identification of wetlands may be
accomplished through coordination with the U.S. Army Corps of Engineers (COE). If
the COE is not consulted, the person delineating wetlands should be identified and
criteria listed-
4. Provide a description of project activities that will occur within wetlands, such as till or
channel alteration. Acreage of wetlands impacted by alternative project designs should
be listed.
5. Provide a description and a cover type reap showing acreage of upland wildlife habitat
impacted by the project.
NCWRC Fax : [phone] Jan 21 '03 1147 P.05
' a
Macon County/Franklin Sewer Extension 4
Macon County, Little Tennessee River
July 29, 2002
6. Discuss the extent to which the project will result in loss, degradation or fragmentation of
wildlife habitat (wetlands and uplands).
7. Discuss any measures proposed to avoid or reduce impacts of the project or to mitigate
unavoidable habitat losses.
8. Discuss the secondary and cumulative impacts associated with the proposed project.
Such discussion should weigh the economic benefits of such growth against the costs of
associated environmental degradation.
(a) Include specific measures that will be used to manage stormwater runoff. Include
specific requirements for residential, commercial and industrial developments and
BMPs that will be required.
(b) Include specific measures that will be used to protect stream corridors, riparian
habitat and a minimum of the 100-year floodplain from filling and development.
Commitments by the project sponsors to protect area streams with riparian buffers
through purchase or conservation easement are of particular interest.
(c) Include specific measures that will help mitigate the impacts to fish and wildlife of
the region and help maintain the functions of Cartoogechaye Creek and the Little
Tennessee River.
9. Include a list of document preparers that shows each individual's professional background
and qualifications.
Measures to avoid or minimize impacts to sensitive resources, including wetlands, should
be implemented during construction. Where impacts to wetlands are unavoidable, we will
recommend mitigation of the losses. In addition to providing wildlife habitat, wetland areas
perform important functions of flood control and water quality protection.
To avoid or minimize wetland impacts, we offer several generalized recommendations.
Utility lines should be placed in or adjacent to upland areas. It is recommended that a minimum
100-foot buffer of forested vegetation be left between construction corridors and the banks of
larger perennial streams. These buffers will help minimize impacts to water quality, stabilize
streambanks and provide travel corridors for wildlife. Native trees and shrubs should be retained
or established in the buffers. Forested buffers should also be left along intermittent drains or
streams.
In addition to the more general issues listed above, the following specific issues need to
be addressed in the revised EA.
1. What measures and/or ordinances will insure that filling and development will not
occur within the 100-year floodplain?
NCWRC Fax : [phone] Jan 21 '03 1147 P.06
Macon County/Franklin Sewer Extension
Macon County, Little Tennessee River
July 29, 2002
2. What measures and/or local ordinances will be implemented to mitigate the
impacts of increased stormwater from development? Both quantity and quality of
stormwater need to be addressed. Sediment is also of particular interest.
What measures, ordinances and/or initiatives will be implemented to protect
existing forested riparian corridors and establish forested riparian corridors where
they are currently lacking? The initiatives should include how smaller headwater
streams and seeps will be protected since these are often trust vulnerable to
impacts from filling. Fragmentation of habitat is also an issue and is most
appropriately addressed by maintaining wide riparian corridors.
4. What measures or initiatives are in place or will be adopted to conserve water
resources?
5. Maps need to have legends to define the symbols used.
6. Clarify how the sewer corridor will be maintained? Mowing should be avoided
between April 1-Sept 30 to avoid impacts to animals that might be nesting in the
corridor and should only be done frequently enough (2-3 years) to avoid
establishment of large woody vegetation-
7. Clarify if individuals on septic systems will be required to tie in to the new sewer
system.
8. Provide information on the width of the sewer corridor, the number of stream
crossings that will be necessary and the typical distance from the edge of the
streambank to the sewer line.
The U.S_ Army Corps of Engineers (COE) recognizes Jackson County as a trout county
and streams in the project area do support trout- Therefore, the NCWRC will review any COE
permits associated with the project and recommend conditions to the permit to protect aquatic
species. In-water work moratoriums to protect trout and/or endangered species will likely be
requested.
Thank you for the opportunity to provide input in the early planning stages for this
project. If we can be of further assistance, please contact our office at [phone].
CC' Steve Hall, Zoologist, Natural Heritage Program
Brian Cole, Biologist, USFWS Asheville
NCWRC
Fax:[phone]
Jan 21 '03 11:44
P. 01
d
FAX COVER
Balsam Office
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Date
Number of pages including cover sheet J::?
To:
4 tri ,.?Pos
Phone z33 --?0XF
Fax Phone
CC:
NC Wildlife Resources Commisslor.
Habitat Conservation Prograrr.
20834 Great Smoky Mts. Expressway
Waynesv111e, NC 2878E
From: /
?Guar? ??C'j°•?.f sa?e
Phone [phone]
Pax Phone [phone]
NNATF Michael F. Easley, Governor
?0?0 RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
>_ y Division of Water Quality
April 3, 2003
DWQ# 03-0019
Macon County
Mr. Sam Greenwood
County Manager, Macon County
5 West Main Street
Franklin, NC, 28734
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Greenwood:
You have our approval, in accordance with the attached conditions, to excavate 350 linear feet of streams in order to
construct the Little Tennessee River/Cartoogechaye Creek Trunk Sewer Line in Macon County, as you described in your
application received by the Division of Water Quality on January 9, 2003, and in additional correspondence received
February 25, 2003. The project is to be constructed in accordance with your revised plans received February 25, 2003.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3374, which can be viewed on our web site at http://h2o.enr.state.nc.us/hcwetlands. This Certification allows you to use
Nationwide Permit Number 12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or
local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation maybe required as described in.15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional condition listed below:
1. Upon completion of all work approved within the 401, Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
2. The edge of the construction corridor shall not be installed parallel to and closer than 10 feet (3 meters) to a stream
and 25 feet in waters classified as HQW. Utility lines shall not cross a stream channel at other than a near-
perpendicular direction (i.e., stream channel crossings shall not be at an angle of less than 75 degrees or more
.than 105 degrees to the stream bank).
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 Kevin Barnett in our Asheville Regional Office at [phone] or Cyndi Karoly in our
Central Office in Raleigh at 919-733-9721.
Sincerely,
P.E:
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Barnett, Kevin
WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Little Tennessee River / Cartoogechaye Trunk line
Project Number 03 0019
Recvd From APP
Received Date 1/9/03 Recvd By Region
Project Type New sewer line
County Macon
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit -Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. a is
12 SU?.am ©? O ? ? ?-19410.51 I TR 40,401 . F- F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y 0 N
Is Mitigation required? 0Y 0 N Recommendation: OQ Issue O Issue/fond O Deny
Prpvided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Reinforce in ever letter WQC #3374 condition 4 in cover letter.
cc: Regional Office
Central Office Page Number 1
Check List
7riage l
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pate:
county,
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To:
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Ken Averitte
Mike Parker
Steve Mitchell

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Noelle Luther Centre Office)
? WSRO. Cyndi Kax
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CommentsW.

McGiff
A S S O C I A T E S
February 21, 2003
Mr. John R Dorney
N.C. Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

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Re: Revised Sheets 22 and 23 of 36
Little Tennessee River / Cartoogechaye
Creek Trunk Sewer Line
Macon County
DWQ # 03-0019
Dear Mr. Dorney:
In response to your letter dated February 12, 2003 concerning the above
referenced project, please find enclosed seven (7) sets of revised Sheets 22 and 23 of
the drawings submitted previously. These drawings pertain to Creek Crossing No. 10
and show a revised plan and profile view. As requested, the design has been revised to
allow the creek crossing to be completed more perpendicular than the previous
submittal. This required the additional of a manhole on the east side of the crossing.
Copies of the revised application pages and drawings have also been forwarded
to David Baker with the U.S. Corps of Engineers, Owen Anderson with N.C. Wildlife
Resources Commission and Mark Cantrell with the U.S. Fish and Wildlife Service,
along with a copy of this letter.
Please contact Mike Waresak or myself if there are any questions on the project
or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
Enclosures
Cc: Mr. Sam Greenwood, County Manager
Mr. David E. Henson, Mayor
Mr. David Baker w/ enclosures
Mr. Owen Anderson w/ enclosures
Mr. Mark Cantrell w/ enclosures
Mr. Joel Storrow
Mr. Mike Waresak
713/jd21feb03.doc
n g 1 n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]
CREEK CROSSING NO. 10
PLAN STAB 394+18.48 By BACK=
SCALE: 1 50' STA 393+83.40/ "AHEAD
PROPOSED N 543632.81'
SEE DETAILS FOR CREEK E 676614.6. 8 i
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION.
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY.,
SCALE: 1"= 50'
STATE:
DATE: 1
A
SHEET 22 OF 36
REVISED 2/21 /03
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVELLE. NC PH. [phone]
CREEK CROSSING NO. 10
PROFILE
SCALE: HORIZ. 1"= 50
VERT. 1 '= 5'
EXi 11NG GROUND

2060
'- - EQUALITY STATION
2055 w.L.
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[
2050 16" DIP ® 0. 0% 16 ' DIP f? 0. 67%

16" DIP 00.14
2045
393+00 394+00 0394+00
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oQ°- oQa?l?l 0Q°-? 2/21/03
?U) a-U) ?n°? n°?
APPLICANT: PROJECT, LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHE D PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS

LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN. m
Gill
SEE ATTACHED MAP FOR LOCATIONS . 0 c
COUNTY, STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEE RING -PLANNING -FINANCE
SCALE: 1"= 50' DATE: 12/02 SHEET 23 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
y
1. Wetland Impacts N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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, rill,
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), orFEMA-approved local floodplain maps. Maps are available through,the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.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 secify)
1 Excavation 10 UT Little Tenn. River 2 Perennial
2 (removed)
3 Excavation 30 UT Little Tenn. River 2 Intermittent
4 Excavation 20 UT Little Tenn. River 2 Intermittent
5 Excavation 10 UT to Cartoogechaye Cr 2 Intermittent
6 Excavation 15 UT to Cartoogechaye Cr 2 Intermittent
7 Aerial - Excav. 45 Cartoogechaye Creek 35 Perennial
8 Aerial - Excav. 40 UT Cartoogechaye Cr. 2 Perennial
9 Aerial - Excav 25 UT Cartoogechaye Cr. 3 Perennial
10 Sub aqueous 95 Cartoogechaye Creek 55 Perennial
11 Sub aqueous 60 Cartoogechaye Creek 40 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 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.usss.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 350
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
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.)

* 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.):
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 control measures for pipe installation and creek crossing will be utilized to prevent
any sedimentation problems in the water. Any concrete work is to be completed within coffer
dams to insure no concrete contacts stream or river water. Stream crossings are to be completed
according to the attached details. All stream banks are to be reconstructed per the details
attached.
Page 7 of 12

I
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 03 00 a'
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: ` M 9 200"
® Section 404 Permit
WETLANDS GROUP
F-1 Section 10 Permit WATER UALITY SECTION
? 401 Water Quality Certification .
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
IL Applicant Information
1. Owner/Applicant Information
Name: Macon County
Mailing Address: 5 West Main Street Franklin NC 28734
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
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: Little Tennessee River/Cartoogehaye Creek Trunk Line
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Macon Nearest Town:. Franklin
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached plans
5. Site coordinates, if available (UTM or Lat/Long): see attached sheets
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Mostly
Pasture residential and commercial
7. Property size (acres): See plans
8. Nearest body of water (stream/river/sound/ocean/lake): Little Tennesse/Carton eg chafe Ck
9. River Basin: Little Tennesse
(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/niaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Installation of new sewer line
11. List the type of equipment to be used to construct the project: Conventional
construction equipment and techniques will be utilized
12. Describe the land use in the vicinity of this project: Pasture, residential and commercial
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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 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 http://www.fema.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 secify)
1
2
3
4
5
6
7
* 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.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., • www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Page 6 of 12
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.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: rill, 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.):
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.
any sedimentation problems in the water. Any concrete work is to be completed within cotter
dams to insure no concrete contacts stream or river water. Stream crossings are to be completed
according to the attached details. All stream banks are to be reconstructed per the details
attached.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in, order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
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 hM://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:
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):
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Page 9 of 12
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 3U teet perpendicular trom near nanx of cnannei; cone i exienas 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. 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.
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.
Gravity sewer line will carry all sewer to the Town of Franklin WWTP for treatment
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 10 of 12
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).
None

$&licant/Agent's Signature V llate/
Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] - Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond,
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore. Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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AS A T E S
•_ ?' ENGINEERING FINANCE
55 BROAD STREET ASBEVUJ-F NC. [phone]
PROJECT: LITTLE TENNESSEE RIVER/ /
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A S S O C I A TES- oul
ENGINEERING •PLANNING•FINANCE?;.J
55 BROAD STREET ASHEVH LE, NC PH. [phone] 600
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LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK TRUNK SEWER LINE
MACON COUNTY, NORTH
SCHEDULE OF DRAWINGS
CAROLINA
l?lETlr`tIVDS GRUUP
SHEET 1 COVER SHEET & SCHEDULE OF DRAWINGS
SHEET 2 PROJECT LOCATION MAP
SHEET 3 EROSION CONTROL NOTES AND LEGEND
SHEET 4 PLAN VIEW - CREEK CROSSING NO. 1
SHEET 5 PROFILE VIEW - CREEK CROSSING NO. 1
SHEET 6 PLAN VIEW - CREEK CROSSING NO. 2
SHEET 7 PROFILE VIEW - CREEK CROSSING NO. 2
SHEET 8 PLAN VIEW - CREEK CROSSING NO. 3 -
SHEET 9 PROFILE VIEW - CREEK CROSSING NO. 3
SHEET 10 PLAN VIEW - CREEK CROSSING NO. 4
SHEET 11 PROFILE VIEW - CREEK CROSSING NO. 4
SHEET 12 PLAN VIEW - CREEK CROSSING NO. 5
SHEET 13 PROFILE VIEW - CREEK CROSSING NO. 5
SHEET 14 PLAN VIEW - CREEK CROSSING NO. 6
SHEET 15 PROFILE VIEW - CREEK CROSSING NO. 6
SHEET 16 PLAN VIEW - CREEK CROSSING NO. 7
SHEET 17 PROFILE VIEW - CREEK CROSSING NO. 7
SHEET 17 PLAN VIEW - CREEK CROSSING NO, 8 .
SHEET 19 PROFILE VIEW - CREEK CROSSING NO. 8
SHEET 20 PLAN VIEW - CREEK CROSSING NO. 9
SHEET 21 PROFILE VIEW - CREEK CROSSING NO. 9
SHEET 22 PLAN VIEW - CREEK CROSSING NO. 10
SHEET 23 PROFILE VIEW - CREEK CROSSING NO. 10
SHEET 24 PLAN VIEW - CREEK CROSSING NO. 11
SHEET 25 - PROFILE VIEW - CREEK CROSSING NO. 11
SHEETS 26 -36 DETAILS
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS, LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS,
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1" 50' DATE: 12/02 SHEET 1 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS

•
@MCG
A S S O C I A T E S
EN GINEERING•PLANNING-FIN ANCE
55 BROAD STREET ASHEVnLE, NC PH. [phone]
/q
PUM S TIO
l?:.
yyryTp ,

441
N NOT TO SCALE

EXISTING 30
LINE
V
RA LIN DIAN OUND
PU ATION

PROPOSED
24' SEWER LINE
ELEMENTARY SCHOOL
RO N -
PUMP STATION
BRITTHAVEN RESTHOME
PUMP STATION GROW
REEK
C ING NO. EEK
CREEK C SS ING .5
CROS ING 0.1
N
CREEK
EK ROSSING NO. cuWas"J?
MA ON C PROPOSED OSSING NO.
IND STRI L PARK ?16. SEWER LINE
P S ATION - " CR CROSSI
AND 4
a
4,
CROSSING NO.9 PROPOSED
CREE ' 24' SEWER LINE
? CRO SING NO..
b
*` U.S. 44
j? PUMP TATION
PROJECT LOCATION MAP
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP, FOR LOCATIONS.
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE: 1 "= 50' DATE: 12/02 SHEET' 2 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION, THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - OBTAIN GRADING PERMIT
Z - INSTALL ALLEROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
NOTE; ALL SEWER LINE INSTALLATION WITHIN 2V OF CREEK BANK SHALL BE INSTALLED PER STREAM BANK
PROTECTION DETAIL.
3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING.
5. CONTRACTOR SHALL NOT EXCEED 800 LF OF DISTURBED AREA WITHOUT SEEDING AND MULCHING PER NOTES AND SPECIFICATIONS.
SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY-31 FESCUE 100 LBS
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 10 LBS
SUDAN GRASS 15 LBS
FOR WINTER SEEDING ADD TO THE ABOVE
RYE GRAIN 15 LBS
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LBS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE RATE OF 1,000
LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS,
6. - CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL PLAN FOR ANY EXCESS MATERIAL REMOVED FROM JOB SITE.
7. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
8. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.-
9. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
LEGEND-EXISTING CONDITIONS
•„P UTILITY POLE - -
<- GUY MIRE ANCHOR
Ow MANHOLE
Ow _ WATER METER
. NMy WATER VALVE -
FIRE HYDRANT
Y? CATCH BASIN
CULVERT
SIGN - -
am MAILBOX OR PAPER BOX
oPo POSTAL DROP BOX - "
ahy, TELEPHONE PEDESTAL _
PEn.
FENCE
' TREES/SHRUBS
TREELINE -
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16". DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
McG
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING-PLANNING -FINANCE
SCALE: 1"= 50E DATE: 12/02 SHEET 3 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
TTY 5E RIVER.
EI ES _-
E
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TBM - GUTTER SPIKE
W/ 2.5" METAL SHIELD
ELEV. 2010.73
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' \\\\\ A
PROPOSED MANHOLE
W WATERTIGHT LID R
STA 66+23.40 EE
N 546577.6338
E 693722.5113
APPUCANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734

1 I
/PER
ATIbN PER DETAIL.
CREEK CROSSING NO. 1
_ PLAN
SCALE: 1"= 50'
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 4 OF 36
_ SEE ATTACHED PLANS
@MCG-ill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVE.LE, NC PH. [phone]
J O_ O)
o c)
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O
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0 d- 0 0
F=-PeiNN?
OWN?ZO -
LLJ W +Lu-O
C)Q10-J
a310LLI
a???zz
APPLICANT:
MACON COUNTY ,
5 WEST MAIN STREET
FRANKLIN, NC 28734
INV 1 L. 1\LVI\/'1L/L VI 1 VI 1 I V
DRAIN UNDER SEWER LINE
CREEK CROSSING NO. 1
PROFILE
SCALE: HORIZ. 1"= 50'.
VERT. 1 5'
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: I"= 50'
STATE:
DATE: 1
SHEET 5 OF 36
PROJECT: LITTLE TENNESSEE RIVEI
CREEK SEWER TRUNK U
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
J O r
OJ C) " t
ZF O
Q=t0C)ON
m0oo0
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Lj LIJ+W_O
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'CARTOOGECHAYE
@McGiff
A S S O C I A T E S
ENGINEERING •PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
NOTE: DUE TO UNRELATED
CONSTRUCTION, THIS CREEK
CROSSING IS NO LONGER REQUIRED
`_ R? VER PROPOSED
ENNESSEE CONSTRUCT EARTH
PROPOSED MANHOL97 SEWER LINE PER?G
LI TTLE STA 98+55.39
N 544138.44
PROPOSED 692102.43
SILT FENCE AND PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL
Jill/,
l
ERM OVER-
AILS ,-
---
???
\ r ??
40000' - ----
\ l1
PROPOSED
\ QRAAIOGE SWALES
VAL)
_ZZ
-PROPOSED
?- - - 40 LF LONG SPA IPE ON PIERS.
SEE PROFILE AND D AILS.
CREEK CROSSING NO. 2
APPLICANT: .
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PLAN 'N\
SCALE: 1"= 50'
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
.CREEK SEWER TRUNK LINE
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
.COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 6 OF 36
ADJACENT 'PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGffl
A S S O C I A T E S
ENGINEERING -PLANNING -FIN AN CE
55 BROAD STREET ASHEVELLE, NC PH. [phone]
CREEK CROSSING NO. 2
\ PROFILE
NOTE: DUE TO UNRELATED
CONSTRUCTION, THIS CREEK
SCALE: HORIZ. 1"= 50' CROSSING IS NO LONGER REQUIRED
VERT. 1 5'
PROPOSED
EARTH BERM 1' OVER
2015 SEWER LINE PER DETAILS
E 71NG GROUND
4 ) IF IONIC- '0000
PAN PIPE
2010
2005 124" DIP 010.08%
2000 -
97+00 98+00
W_
a 00
'{'
W ?
0(
a -
0;a
Of
0_0
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
24" DIP 0 0.08%
99+ 100+00
W Lo
0 cp'R
ocpco
it Z C-4 (0 O
Li 0)
a? ??N?N
M o ?
0 00 O OO J Z O
a°' (L ww
°aH °a9O»
a cn CL V)
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 17= 50' DATE: 12/02 SHEET 7 OF 36
0McGill
A S S O C I A T E S
ENGINEERING -PLANNING - FINANCE
55 BROAD STREET ASHEVR.LE, NC PH. [phone]
CREEK CROSSING NO. 3
PLAN

PROPOSED.
SILT FENCE AND PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL -
SCALE: 1"= 50'
ROPO ? _ ? ?
RIP(RAP- CHECK DAM .? C/QNNI
ALT FEN-ee _D'SEE \,D?
/v

PROPOSED
CREEK CROSSING PER SMALL
CREEK CROSSING DETAIL. STREAM
BANK RESTORATION PER DETAIL.
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER?
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND. WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"--_ 50' DATE: 12/02 SHEET 8 OF 36
YE
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK CROSSING NO. 3
PROFILE
SCALE: HORIZ. 1'= 50
VERT. 1 5'
US 441 BRIDGES
106+00 107+00 108+00
O pN?
z CD I': po
QM?ON
?U'i 0 0
04
LLIpwZO
0,Lu
a(nF-??
APPLICANT:
MACON COUNTY
S WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16." DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"=, 50' DATE: 12/02 SHEET 9 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
0mcGffl
A S S O C I A T E S
EN GINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
PROPOSED
PROPOSED SEE DETAILS FOR CREEK I
RIP RAP CHECK DAM. CONNECT BANK RESTORATION
SILT FENCE TO DAM. DETAILS.
1
------------
,
,
1/ --- ---------
???-? , , \\ \\\`/RAP/ ?
PROP,6SE? f _
/ P/SILT-FENCE AND PIPE,
\\?\\\' INSTALLATION PER ?TREAM
_PR!OTE?CTI-ON _D E TA[L
loz
PROPOSED
PROPOSED MANHOLE \\\\?\\?\?\\\?i?!,\?? 40 LF LONG SPAN PIPE
STA 108+55.39 ON PIERS. SEE PROFILE
N 543364.89 AND DETAILS.
E 692698.67
CREEK CROSSING NO. 4
PLAN
SCALE: 1 "= 50
APPLICANT:
MACON COUNTY
5 WEST MAIN. STREET
FRANKLIN, NC 28734
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS,
COUNTY:, STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 10 OF 36
SEE ATTACHED PLANS
•
ASSOCIATES.
ENGINEERING -PLANNING FINANCE
55 BROAD STREET ASHEVELLE, NC PH. [phone]
CREEK CROSSING NO. 4
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
US 441
BRIDGE
Ld co
O o 't r-
0
ZCAC.1 0
QN
??N04F-
(n o LLI
a?W?W
IXFQ-p
a.(nF-ZZ
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE; 1"= 50' DATE: 12/02 SHEET 11 OF 36
w Iw
WL Wo
13- r'i CL cli
000 C) N
W+ W+
(1)0, V)
O
a. `- O
IZ
OQ OQ
w F-
F-
of
a. V) Q_ cn
PROJECT: LITTLE TENNESSEE RIVER/(
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
•
0,mcG
A S S O C I A T E S
ENGINEERING - PLANNING -FINANCE
55 BROAD STREET ASHEVII.LE, NC PH. [phone]
108+00 109+00 110+00

PROPOSED MAN
STA 174+09.96
N 542200.1603
E 689937.0249
PROPOSED
SILT FENCE AND PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL

\\\\ \\\\ \ \ \
I;
PROPOSED \\ \ \? I I I
CREEK CROSSING PER SMALL \???\\??\ ill?ll
CREEK CROSSING DETAIL. CREE
BANK RESTORATION PER DETAIL.
ills
?10 1Ililllil
G
PROPOSED '
RIP RAP DAM. CONNECT
SILT FEN . /
AM (TYP).
Ill.?li \\\ / /fJ \ //
?IIII ?\\\\ I ? /
? II. II (//I11 I ?
i?lll %?i l \ ?
. - PROPOS r MANHOLE
S 176+84.96
I r i I/ i N 542423.4756
/ y-/- E 69009.5094
CREEK CROSSING 'NO. 5
PLAN
SCALE: 1"= 50'
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS `
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
DATE: 1
SHEET 12 OF 36
--030000-
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
Y
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEV]LLE, NC PH. [phone]
STATE:
CREEK CROSSING NO. 5
PROFILE
SCALE: HORIZ. 1 "= 50
VERT. 1 5'
175+00 176+00
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: DATE: 12/02 SHEET 13 OF 36
178+00
AYE
@McGill,
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE
55 BROAD STREET ASHEVII_L.E, NC PH. [phone]
177+00
LLI K)
ONr')
Z(fll?to0
Q_0) - tV
N N
00
W +>Zp
(/) (o LLI
Q ' r- L-Ljj MM IX
> >
w IQ- O
CL(nHZZ
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
PROPOSED
SILT FENCE AND PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL `l %K
/
PROPOSED MANHOLE ????,????% ?,?'S•/ /,///'
STA 189+54.96
N 542284.0252
E 689332.5794
.PROPOSED RIP RAP CHECK DAM.
SEE DETAILS./? .
,? \\\ \V
l / f? / / \\\\ TBM - GUTTER SPIKE
// % J / / \ \\ \\\\ W/ 2.5" METAL SHIELD
// ELEV. 2019.15
PROPOSED
40 LF LONG SPAN DIP. CREEK
BANK RESTORATION PER DETAIL.
Q?(SEE PROFILE AND DETAILS)
CREEK CROSSING NO. 6
PLAN
SCALE: 1"= 50
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING- FINANCE
SCALE: 1"= 50' DATE: 12/02 SHEET 14 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK. CROSSING NO. 6
PROFI LE
SCALE: HORIZ. 1"= 50'
VERT. 1 5' _
2025
A '
40 IF
L
SPAN -ONG
IPE
2020

24" DI @ 0.08% 24" DIP 0.08%
2015
[ T
= =3
2010
188+00 189+00 190+00 191+00
w M
O

XLn ix u-) Zcoo64To
wM Ldn Q0)e-,? N
E N ?? M
NNF-
W + W + 00
W +9Z
0
_
O
O00 OM 0M-j
~~
CL ? V_
a_ V_ W
a- ? w
oa oa oQCLW?!
Q_ V) 13L0 MOF-??
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET

FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS

LOCATION:

VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.

M
G
ill
SEE ATTACHED MAP FOR LOCATIONS.
c
@
COUNTY: STATE: ,
A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING •FINANCE
SCALE: 1 "= 50' DATE: 12/02. SHEET 15 OF 36 55 BROAD STREET ASHEVn.LE, NC PH. [phone]
STA 1
PROPOSED P?OPOSED
SILT FENCE IPE
INSTALLATION R , -WAM-
PROTECTION DE AIL
ABANDON
N MANHOLE
REMOVE
PROPOSED REPL
EXISTING MAN LE-
STA J
11 ± , 5 3 . r?
T0P=2025.90
SMH INV=2021.60
8'DIP INV EL=2021.90 / ?`//?trf
4-PVC INV EL=2022.65 ??? 7`in. NE?JII 11/I ?f
30in.W.PINE?, A I 1
PROPOSED
CONNECT%5t
FENC?''TO RIP,Fd q'
ANCH= J\--
CH,litK DAM.
U.P.ELEC.
U.P.ELEC.
ELEC. CABLE ENTERS
LINE H AND 1= TATION 10+ 235 U N
5•6/ / INSTALL PRO 0LE
i
?NHOLE .
ON EXISTING SI I
x

1 1 \
I
-11
llf
TBM - NAIL SET I NW ENO U LE.
\ CONCRETE
s
i 'C BRIDGE COLUMN
ELEV 2039.07. \ o
\?
/ \
M UANAOLE I
' 1/ 111 ?? 11 \ / \
w
VENT PIPE
' ` ?
\\\ y
/ / ?/ \ 111. \ \
\
-
? L OF C MNS I 1 // I I'I
\

2025.61' -
{ISTING 8 DI N
ROSSING UNDER
CREEK. 2023.34
(ABANDON)

1111 11
`_ /i I 1\tl°?
/
\\\
PIERS s- CA OF COLUMNS - -
\
?\
N

P
U. S. 23/441
CARTOOGECHAYE
=2 1.0
uG CREEK
STA
it 1111 1T' I o-
1
_IIIJ . rJ°P SANK
ASPHALT
v ABANDON EXISTING -?
MANHOLES
SMH INV=2025.15
2033.85
STATION 12+17.11 LINE H
INSTALL PROPOSED MANHOLE
ON EXISTING SEWER LINE
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734

1XI PROPOSED
AERIAL CREEK CROSSING (SEE
PROFILE AND DETAILS);

v\ \ NOTE: INSTALL COFFER DAMS

' AS REQUIRED DURING PIER
\L TII
?
1
P CONSTRUCTION. CREEK BANK

1 1
.
11 F RESTORATION PER DETAILS.
?'
o
ll _j 111 NOTE: EXISTING PUMP
?
l
l
Ali I?? a STATION TO BE ABANDONED

PROPOSED MANHOLE
STA 11+52.11 LINE H=
STA
0
00 LIN
4 L 1
+
E J
N 541540.9040
E 687744.2184
;N " CREEK CROSSING NO. 7
XIST
G 12
SEWER LINE PLAN
PROPOSED CONSTRUCTION:
INSTALLATION OF 24' AND 16' DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1'= 50' DATE: 12/02 SHEET 16 OF 36
SCALE: 1"= 50'
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
A S S O C I A T E S
ENGINEERING-PLANNING•FINANCE
55 BROAD STREET ASHEVELLE, NC PH. [phone]
CREEK CROSSING NO. 7
PROFILE
SCALE: HORIZ. 1"= 50
2035 VERT. 1 5'
EXISTING GRO ND
2030
AERA CREEK CRO SS M
S F AN PIPE '? xlsnNc
"
1 2
SEWER LINE
2025

12" IP @ 047a -
12" DIP 7.12% :1-
2020 IL

10+00 '
11+00 I
12+00
Lo z
n?
0 (? 00 -? -H
W 606"-
J 3: 0 J L J w .??0?
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LLJ
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C,4 :c 3:
0
L
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ZZ d
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L W
a:q W
EL Z 00
L
C) Z
d
N0 04 C-4 < U) r0
m
N
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NN
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p0> wit ?
WM
Wr
W? ?N
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(7'"N
F-
r' >Z0
W?>ZO W F-
LLJ ?+LLj
J ?+ N+ V) + -
(,n+w V) u) +W

Ld
ap a° CL CL w'-Witt
a`-WW?
o
oa a, oa OQ oa a
.
Of F- O CV (0 t0 Of F- w F- Of F- of H Z F- O
2
(L V) F= T- ?- (L V) CL V) Q_ V) ? ? o N F-? ?
d V) 1
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5' WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS

LOCATION:
VARIOUS LOCATIONS SOUTH AND WES T OF FRANKLIN.
M
Gill
SEE ATTACHED MAP FOR LOCATIONS.
R
c
couNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE: 1 "= 50' DATE: 12/02 SHEET 17 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK CROSSING NO. 8
NOTE: PLAN
REMOVE EXISTING SEWER LINE SCALE: 1"= 50'
AND PIERS FROM CREEK
PROPOSED MANHOLE
STA 241+36-54
N 541997.9693
E 686558.1565
\
PROPOSED
RIP RAP CHECK DAM.
CONNECT SILT FENCE TO --=
DAM. SEE DETAILS.
CRE
CARTOOGECHA YE
T- 305.00 11 11? Ili lii?
1 hll
NOTE:
TREES ON' OP Off;
IN THIS

-PLUG AND REMOVE
EXISTING SEWER LINE

? 1 1 II
-PROPOSED
CONCRETE PIEi ?? IINI111111111?1
-\ R0P-0-S€D___ ?? \ III illl 1111ii11
EE-K-"B-A-NX-RESTORQT ON
11 ? I
PROPOSED
INSTALL NEW 8" DIP SEWER LINE \ / rill 11? ??y?
® 6.0%± FROM EXISTING MANHOLE
TO MANHOLE 241+34.44. FIELD
VERIFY ELEVATIONS. -
GRAVEL DRI -r///?? - / -
I r/
I? I BUILDING
?SJLT AiNCE AND . PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 287,34
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
STATE:
CAROLIN
I SCALE: 1"= 50'
DATE: 1
SHEET 18 OF 36
SEE ATTACHED PLANS
YE
•
@MCG
AS S OCIAT-ES
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK CROSSING NO. 8
PROFILE
SCALE: HORIZ. 1 50'
VERT. 1 5'
40 LF LONG
S AN PIPE
2030
2025
116" DIP CSI 0.14%
EXISTING
16" DIP 10 0.14%
20201
240+00
241+00 242+00 243+00
0 ON 00
M
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W Z 1* 0) vi
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Of F-O
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS.SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 19 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
RMCG-
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET .ASHEVILLE, NC PH. [phone]
\\\\?\\?\\\\? \\ O
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PLANS - /,? I
SCALE: 1 50' j? II 1 / ?' ?\
\\\\ \\\\\\ \\\\ \\\\?\ \\ 0 \?? \ / //?/ / /
I I IILI I I11 \\11 Ilj.? ?Ijll l \
II I III IILI ??II Ijll I11\\ \\\
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f?N/T/{??L?////ALT1/ r-/,
OLE -
S firelll?Fl W/ STT DIP / / yIG I I
N=54236/ ill
E=682532:49301
PROPOSED
40 LF LONG SPAN PIPE
CONCRETE PIERS. SEE
RESTORATION PER DETAIL.

/
/
I
1
/ o
l of

\ PROPOSED MANHOLE
STA 294+55.38
N=542305.5374
- E=682487.7667
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: I STATE:
SCALE: 1"= 50' 1 DATE: 1
SHEET 20 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED,PLANS
•
A S S O C I A T E S
ENGINEERING -PLANNING • FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

2 /
i, IL ..r

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SEE D ETAILS. ?f
E D TAI LS.
9 9
/r _PR P? /1 i IVE RI RAP' C !? /
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/ / o o /
CREEK CROSSING NO. 9
PROFILE
SCALE: HORIZ. 1 50'
VERT. 1 5'
40 LF LONG
2040 SPAN PIPE
2035
6" DIP ® 0.14%
16" DIP ® 0.14
2030
293+00 294+00 295+00
-H w a 16" DIP ® 0.50%
LO W -i W
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a
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS. .@..McGiR
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA- ENGINEERING PLANNING FINANCE
SCALE: 1 "= 50' DATE: 12/02 SHEET 21 OF 36 55 BROAD STREET ASHEVII..LE, NC PH. [phone]
CREEK CROSSING NO. 10
PROPOSED
PLAN
SEE DETAILS FOR CREEK SCALE: 1"'= 50'
BANK RESTORATION , - " '/;','; ;' J// ii \
0

0HA
0 "
K GRE
Ap\

N 543648, O0 31
E 676601/./75V
7`
DOTE: PI \\I
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION: 11
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS,
(COUNTY:
I SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 22 OF 36

?°Q n_ -
ALLATION UNDI
IFFER DA S PE
ZOSSING TAII
\

PROJECT: LITTLE TENNESSEE RIVER/CI
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHF-vrLLE, NC PH. [phone]
CREEK CROSSING NO. 10
2060
2055
2050
15" DIP
2045
PROFILE
SCALE: HORIZ. 1 "= 50'.
VERT. 1 "= 5'
392+00
393+00
Lv 0
JO 0 Lo
= OC4D0
Qd'(OO?N
NN?
LLJN_>ZO
0C)-j -
ar1r) W?Ix
OQCL ww
IX - O»
acnF-ZZ
394+00 395+00
Ld to
o 00.E
_ Lr) 1n0
Qd0'L0U) N
?ONNF-
LLI * w Z
w O
0 V) CA J F._.
0 < cl-
ft F-O»
(L V) - Z Z
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST. MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION- SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 23 OF 36
@mclGill
A S S O C I A T E S
ENGINEERING•PLANNING-FINANCE
55 BROAD STREET ASHEVIL.LE, NC PH. [phone].,
CREEK CROSSING NO. 11
PLAN
SCALE: 1 50'
I ? (, I I III I
l i1 11 1( ? IIII ? Illfll?I
? 1\\1 11?- /III?IIIIII
? 1111 ? 1I II IIII
`? \\?r' 11\ ? ? ? /III III III I
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\\\ . ??\a J / IIII III
PROPOSED
SILT ?ENCE \ \\\?
PER -DETAILS I \ \\
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1 11
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I II II
III
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PROPOSED MA OLE X11'
STA 407+03.40=
STA 10+00 LINE L
N 544471.0609
E 675662.1112
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
1\ 1
1

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IIII (IIIIIIII
STA 11 +05
N 544567.8999
E 675621.5255
I I ? II I
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I IIII I I I/ 1 II I II (III II
I I I I i I VAPLT I II I??I IIII II
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1 I I I I I Jill IIII IIII II I I
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I I I
I I I I
NOTE: PIPE INSTALLATION UNDER CREEK
USING COFFER DAMS PER LARGE CREEK
CROSSING DETAILS.
CREEK BANK RESTORATION PER DETAILS.
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
-LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS,
ICOUNTY:
SCALE: 1 "= 50'
STATE:
DATE: 1
SHEET 24 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
OMCIG
A S S O C I A T E S
ENGINEERING- PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK CROSSING NO. 11
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
2075
N d.
J
00 -
2070 _ Lo u") 0 -
Z c,4 C*4 C:)
Q D O N
O N N F_
Lu+WZ?
2065 0owF-~
?° f-_ 0 '
a. V) F- ? ?
2060
2055
DIF Z'
U.S. 64 EASTBOUND
O ? co
c0 ?
Z V)
Q 0u N
N N ~
+ LL O
p?-1WHWH
a_cn ? ?
2050 Wa=Q?
10+00 11+00
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734 J
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE 12/02 SHEET 25 OF
U.S. 64 WESTBOUND
a
PROPOSED
230 LF OF 24" DIA. X 0. 50" WALL
THICKNESS STEEL ENCASE ENT PIPE,
BORED AND JACKED
DIP SS A 0.70%
12+00 - 13+00
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
0MCGill.
A S S O C I A T E S
ENGINEER ING-PLANNING •FINANCE
55 BROAD STREET ASHEVM.LE, NC PH. [phone]
CREEK PIPE
SANDBAGS AT
n ANY OPENINGS
A
WATER LEVEL-
(FIELD VERIFY)
WATE
OF
TOP OF STREAM
PLAN
PRECAST CLASS B
CONCRETE RIPRAP-
SANDBAGS
AT ANY
OPENINGS
;.:.
i
BARRIER
PLASTIC LINER
OR
3'-0" MIN.) STREAM
BED
PIPE _

tl
NOTES SECTION AA
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. CONSTRUCTION OF PIPE LINE AND WALL BE RESTORED TO ORIGINAL
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. CONTOURS WHEN WORK IS COMPLETE.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED 5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL
IN STREAM FOR ANY REASON. BE APPROVED BY THE ENGINEER.
COFFER DAM DETAIL
(FOR LARGE CREEK CROSSINGS OR PIER CONSTRUCTION)
APPLICANT: PROJECT: LITTLE TENNESSEE' RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKUN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF 'FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE. 12/02 SHEET 26 OF 36
_.__ raFwk
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
.@MCG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
NOTE: S1
DETAIL A
:WER LINE
PLAN
CREEK CROSSING, DETAIL
(SMALL CREEKS)
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/(
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
;ECH AYE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET. 27 OF 36
@McGill
A S S O C I A T E S
ENGINEERING -PLANNING. FINANCE
55 BROAD STREET ASHEVHALE, NC PH. [phone]
4' MIN.
NATURAL
NATURAL GROUND
GROUND
2'
?11?111=? _ 11=111=111;=,??
-11??1?111111 11??1111111=1i1-
1-
1 111 11_1111 1_ i0
111-111111-11 1? t _- X111=?_
-111L_111=? 3_111, EXTEND FILTER FABRIC
-111-1?1= =11 1? - 12" INTO CHANNEL BANK
-? 111-111111 -
111111 ?? 1 i ?ll??l?ll CLASS. 18" MINIMUM THICKNESS)
TEMP, 18" CMP =111=111ii_I?!-" 'FILTER FABRIC BLANKET
FOR STREAM FLOW ??? 14ON OR APPROVED
SECTION AA
TEMP. 18" CMP
6" OF '#57 FOR STREAM FLOW
WASHED STONE SANDBA
10.
1
MATERIAL
FILTER FABRIC -J I "=111 i1 VA ES 1J_
CLASS B RIPRAP (REMOVE AFTER) 1
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
PROPOSED
WATER OR SEWER LINE
SECTION BB
CREEK CROSSING DETAIL
(SMALL CREEKS)
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE. ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE.
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
10 G
COUNTY: STATE:
A S S O C I A 'T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE 1"= 50' DATE: 12/02 J, SHEET 28 OF 36 55 BROAD STREET ASHEVILLE, NC PH. [phone]
RESLOPE EXISTING STREAM BANK TO
ORIGINAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIALS* '
NORMAL STREAM LEVEL.
ANCHOR FABRIC 6"
INTO EARTH FILL
\? \
\\ \\? ?? \\ \\??\ 2' MAX.
VARIES 6" - 12"
.12" 18" CLASS B RIPRAP
FILTER FABRIC (MIRAFI
140N OR EQUAL) EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
*SERICEA LESPEDEZA, SILKY DOGWOOD (CORNUS AMONUM), SILKY
WILLOW (SALIX . SERICEA), HAZEL ALDER (ALMUS SERRULATA) AND
ELDERBERRY (SAMBUEUS CANADENSIS)
CREEK BANK RESTORATION DETAIL
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1 50' DATE: 12/02 SHEET 29 OF 36
PROJECT: LITTLE TENNESSEE RIVEI
CREEK SEWER TRUNK U
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGill
A S S O C I A T E S
ENGINEERING -PLANNING- FINANCE
55 BROAD STREET ASHEViLLE, NC PH. [phone]
EXCAVATED MATERIAL PLACED
ON SIDE OF TRENCH AWAY
FROM STREAM
STANDARD SILT FENCE
STREAM

SEWER PIPE (SEE TRENCHING DETAIL)
STREAM PROTECTION EXCAVATION DETAIL
NOTE: THIS DETAIL SHALL BE USED WHERE SEWER
LINE IS LESS THAN 25' FROM STREAM BANK
STREAM PROTECTION NOTES:
1. SILT FENCE IN THESE AREAS SHALL BE INSTALLED PRIOR TO
BEGINNING EXCAVATION FOR THE SEWER LINE.
2. EXCAVATED MATERIAL SHALL BE PLACED ON SIDE OF TRENCH
AWAY FROM STREAM.
3. EROSION PROTECTION AREA SHALL BE SEEDED IMMEDIATELY AFTER
INSTALLA11ON OF THE SEWER LINE.
4. SILT FENCE SHALL BE MAINTAINED UNTIL VEGETATIVE
COVER IS ESTABLISHED.
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 30 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
0mcGill
A S S O C I AT E .S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVH LE, NC PH. [phone]
cvulurrr. cu Ira ceaair
SYNTHETIC
FILTER
FABRIC
24" GROUND
MIN.
EXCAVATE S*x8" TRENCH UPSLOPE ALONG LINE
OF POSTS. EXTEND FILTER FABRIC INTO TRENCH,
BACKFILL TRENCH AND COMPACT SOIL
NOTES: 1.
II SYNTHETIC
II FILTER FABRIC SHALL BE
U BACKFILLED A MIN. OF r
FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY NOTE: SILT FENCE SHALL NOT BE INSTALLED
IF FOUND TO BE IN DISREPAIR. ACROSS STREAMS, DITCHES OR WATERWAYS.
STANDARD SILT FENCE
CLASS A OR B
EROSION CONTROL STONE
FILTER FABRIC 24" MAX.
AT CENTER
SECTION A-A
A SEE PLANS B
STONE CHECK DAM:.
STONE SHOULD BE PLACED OVER ZHM-&HWi'{KW&A I-IfQI 4MFPOft-WR
FROM CUTTING AROUND THE DAM.
A AND B ARE OF EQUAL ELEVATION
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAMN
- ENSURE THAT THE DRAINAGE. AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES. FILTER
- KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
CAUSED BY CHECK DAMS.
RIPRAP CHECK DAM
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 31 OF 36
FACE VIEW
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
0mcGiff
AS S 0 C I A T E S
ENGINEERING -PLANNING. FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
6' 6' 6'
CLASS I RIPRAP
(SEE ROCK CHECK
SILT FENCE DAM DETAIL)
(TYP.) got
WASHED STONE (SEE RIPRAP
CHECK DAM DETAIL)
TOP VIEW
6' 6' 6,
ELEVATION
SILT FENCE DISCHARGE LOCATION

NOTE:
LOCATION OF DISCHARGE POINTS ARE SHOWN ON THE PLANS. ADDITIONAL
LOCATIONS MAY BE NECESSARY AS DIRECTED BY THE ENGINEER.
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: DATE: 12/02 SHEET 32 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
@-MCG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
DAM DETAIL ?w"
TOP OF BANK
APPROX. 2' (TYP)
38'6" MAXIMUM
11=111?_i1=1115
:111-__111- 111= ?i -
? _111--111 * ?1 ?_ll l-
i11= :. IIII BELL AND SPIGOT JOINT
m BELL AND SPIGOT JOINT
11-? Il _ 1-1:
-11? ? Il.i 1j ,111=111= 111 ?? - 111=L= ?-?11= ':
-.LONG SPAN TYPICAL CONCRETE PIER.
PIPE JOINT DESIGN AND LOCATION PER PLANS.
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION,
TYPICAL ELEVATED CROSSING
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 17= 50' DATE: 12/02 SHEET 33 OF 36
PROJECT: LITTLE TENNESSEE RIVEF
CREEK SEWER TRUNK UI
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
@mc-Gm*A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVMLE, NC PH. [phone]
3/4" CHAMFER ON ALL
EXPOSED EDGES (TYPICAL)
#6 ® 7" -
EACH FACE
STD. 90'
HOOK TYP.
#5 ® 9", LAP
1'-6" EACH END
#8 0 12", LAP-
1'-6" EACH END
CLEAN ROCK OR CONCRETE SURFACE-
CONCRETE PAD EXTENDS 1'?
BEYOND BASE OF .PIER (TYP)
#5 DOWELS ® V-0"
ALL AROUND PERIMETER
OF FOOTING
STRAP AND ANCHORS
(SEE DETAIL)
DUCTILE IRON PIPE
r
#4 ® 16"
A:
TYP.
• a
8 ®12"
a
•d '
" • Q•. ••4 •.. d
. 4 ® 12x
O Z
cV
4,1 ON x
O z
?
SET DOWELS IN NI
NfOx2"-2" PRE DRILLED
HOLES IN ROCK. EXTEND DOWELS IN r 1
18" MIN. INTO FOOTING AND ANCHOR
WITH EPOXY GROUT SYSTEM 1,-0" N
2'-6" DEEP CONCRETE PAD TO BE CONSTRUCTED TYP
OF 3000 PSI CONCRETE IF BED ROCK NOT FOUND
NOTE:' ALL REBAR DIMENSIONS ARE O.C.
CONCRETE PIER AND FOUNDATION DETAIL
SCALE: 1" = 2'
(NOTE: FOR LARGE CONCRETE PIERS
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO_.
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 34 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
•
AS S 0CIATES
ENGINEERING •PLANNING •FINANCE
55 BROAD STREET ASHEvn..L.E. NC PH. [phone]
CONCRETE PAD EXTENDS l'-
BEYOND BASE OF PIER (TYP)
VARIES 3'-0"
R
0
I
R
N
I
4
I
o_
I
STRAP AND ANCHORS
(SEE DETAIL)
PLAN "
NOTE: ALL REBAR DIMENSIONS ARE O.C.
CONCRETE PIER AND FOUNDATION DETAIL
SCALE: 1 " 2'
(NOTE: FOR LARGE CONCRETE PIERS)
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH, CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 35 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
Mc G'
A S S O C I A T E S
ENGINEERING -PLANNING. FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
0-T
BOLT DIA. + 1/16"
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
PIPE STRAP FOR PIERS
APPLICANT: PROJECT: LITTLE TENNESSEE RI'
MACON COUNTY CREEK SEWER TRUNK
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT. PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
.INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 36 OF 36
SEE ATTACHED PLANS
TOOGECHAYE
•
0mcG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

LITTLE TENNESSEE RIVER/CARTOOGE(
CREEK TRUNK SEWER LINE
MACON COUNTY
MACON COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
SHEET 1 COVER SHEET & SCHEDULE OF DRAWINGS
SHEET 2 PROJECT LOCATION MAP
SHEET 3 EROSION CONTROL NOTES AND LEGEND
SHEET 4 PLAN VIEW - CREEK CROSSING NO. 1
SHEET 5 PROFILE VIEW - CREEK CROSSING NO. 1
SHEET 6 PLAN VIEW - CREEK CROSSING NO. 2
SHEET 7 PROFILE VIEW - CREEK CROSSING NO. 2
SHEET 8 PLAN VIEW - CREEK CROSSING NO. 3
SHEET 9 PROFILE VIEW - CREEK CROSSING NO. 3
SHEET 10 PLAN VIEW - CREEK CROSSING NO. 4
SHEET 11 PROFILE VIEW - CREEK CROSSING NO. 4
SHEET 12 PLAN VIEW - CREEK CROSSING NO. 5
SHEET 13 PROFILE VIEW - CREEK CROSSING NO. 5
SHEET 14 PLAN VIEW - CREEK CROSSING NO. 6
SHEET 15 PROFILE VIEW - CREEK CROSSING NO. 6
SHEET 16 PLAN VIEW - CREEK CROSSING NO. 7
SHEET 17 PROFILE VIEW - CREEK CROSSING NO. 7
SHEET 17 PLAN VIEW - CREEK CROSSING NO. 8
SHEET 19 PROFILE VIEW - CREEK CROSSING NO. 8
SHEET 20 PLAN VIEW - CREEK CROSSING NO. 9
SHEET 21 PROFILE VIEW - CREEK CROSSING NO. 9
SHEET 22 PLAN VIEW - CREEK CROSSING NO. 10
SHEET 23 PROFILE VIEW - CREEK CROSSING NO. 10
SHEET 24 PLAN VIEW - CREEK CROSSING NO. 11
SHEET 25 PROFILE VIEW - CREEK CROSSING NO. 11
SHEETS 26-36 DETAILS
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROJECT: LITTLE TENNESSEE RI)
CREEK SEWER TRUNK
YE
PROPOSED CONSTRUCTION:
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
Gill
A S S O C I A T E S
ENGINEERING- PLANNING -FINANCE
55 BROAD STREET ASHEVnJ.E. NC PH. [phone]
@ Mc `ALE: 1 "= 50' DATE: 12/02 SHEET 1 OF 36
Pu s TI 'r WW Tp
/w
N NOT TO SCALE

STING 30'
LINE
A N DIAN GUND
Pu ATION
PRO POSED
24' SEWER LM

ELEMENTARY SCHOOL R Q
PUMP STATION
BRITTHAVEN RES7HM
am
PUMP STATION
REEK
C ING NO. EK
CREEK C SSIN .5
CROS ING 0.1
`
C EEK
EK ROSSING NO.

MA ON C PROPOSED OSSING NO.
IND STRI PARK. SEWER LICE
' 18
P SS AnoN C CROSS
r N0.2, D4
CROSSING NO.9
CREE PR
SEWER LINE
CRO ING N0.7
U.s 44
PUMP TA710N
PROJECT LOCATION MAP
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 2 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
0mcG
A S S O C I A T E S
ENGINEERING •PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL, ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHAM BE COMPLIED MATH FOR ALL WORK.
1. - OBTAIN GRADING PERMIT
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROUNA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
WM ALL SEWER LINE INSTALLATION WITHIN 25' OF CREEK BANK SHALL BE INSTALLED PER STREAM BANK
PROTECTION DETAIL.
3.- OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
4.-, PROCEED MATH GRADING, CLEARING AND GRUBBING.
5 - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
LIME 4,000 LOS
FERTILIZER (10-10-10) 1,000 IBS
KY-31 FESCUE 100 LOS
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 10 LOS
SUDAN GRASS 15 LOS
FOR WINTER SEEDING ADD TO THE ABOVE
RYE GRAIN 15 LBS
FOR ALL SLOPES 2;1 OR STEEPER ADD TO THE ABOVE;
SERICEA LESPEDEZA 40 LOS
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE RATE OF 1,000
LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
LEGEND-EXISTING CONDITIONS
OLP UTILITY POLE
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Ow MANHOLE
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10 0 VEES/SHRUBS
[?`? 7REElFIE
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 3 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
@McGffl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVU.LE, NC PH. [phone]
TT?E RIVER. / --?-_-
- -
?I ASSEE
NN
gpv
E
TBM - GUTTER SPIKE
W/ 2.5" METAL SHIELD
ELEV. 2010.73
1 °
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W/ WATERTIGHT LID
STA 66+23.40
N 546577.6338
E 693722.5113
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
OPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
\Illill 1 I / / / u
,1111)I''Iti\ I / // /
1\\111 I I I i I ) / - /

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CREEK CROSSING NO. 1
PLAN
SCALE: 1"= 50'
I /.
.10 W WATE ; LID
A--68+2 J -\I
I
24 P\ \\ f 1 ?? j j \ \\\

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COUNTY: STATE:
MACON I NORTH CAROLINA I
SCALE: 1 "= 50'
DATE:
SHEET 4 OF 36
III I
Ik
it
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
0mcG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET AS?n -TR. NC PH. [phone]

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Q =ONO N
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN. NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
DRAIN UNDER SEWER LINE
CREEK CROSSING NO. 1
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: 1 "= 50'
STATE:
NORTH
DATE: 12/02
SHEET 5 OF 36
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tCARTOOGECHAYE
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STIU= ASHBVII.LB. NC PH. [phone]

TTLE
N 544138.44
PROPOSED E 692102.43
SILT FENCE AND PIPE
INSTALLATION PER STREAM
PROTECTION DETAIL

E R? DER
TENNESSE
PROPOSED
CONSTRUCT
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PROPOSED
QR-A -AGE SWA
4 _--
-PROPOSED
0 0 LF LONG SPAN PIPE ON P
SEE PROFILE AND DETAILS.
CREEK CROSSING NO. 2
PLAN
SCALE: 1"= 50'
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN. NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 6 OF 36
0MCGill
A S S O C I A T E S
ENGINEERING - PLANNING -FINANCE
55 BROAD STREET ASHEVUI E. NC PH. [phone]

S

APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED
EARTH BERM
97+00 98+00 99+00 100+00
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PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
STATE:
NORTH CAROLINA
DATE: 12/02 SHEET 7 OF 36
PROJECT. LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
0mcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC FH. [phone]
CREEK CROSSING NO. 2
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
CREEK CROSSING NO 3
PRnPnlczFn MANHnI F
543558.7274
692649.3955

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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
SCALE: 1"= 50'
DATE: 1
SHEET 8 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
omc Gill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVnIX, NC PH. [phone]
STATE:
PLAN
SCALE: 1"= 50'
CREEK CROSSING NO. 3
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
US 441 BRIDGES
106+00 107+00 108+00
J M
0 C:) C-4
2/?
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(nco W
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
SCALE: lm= 50'
STATE:
DATE: 1
SHEET 9 OF 36
PROJECT. LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
OMcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET AS11 VII-LE, NC PH. [phone]
543364.89
692698.67

PROPOSED
40 LF LONG SPAN PIPE
ON PIERS. SEE PROFILE
AND DETAILS.
CREEK CROSSING NO. 4
PLAN
SCALE: 1"= 50
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
SCALE:1"= 50'
STATE:
DATE: 1
SHEET 10 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
@McGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVU.LE, NC PH. [phone]
n \ `v f0
?o"
2020
2015
CREEK CROSSING NO. 4
PROFILE
SCALE: HORIZ. 1 "= 50'
n VERT. 1 "= 5'
US 441
BRIDGE
40 OF LONG
2010
2005
108+00
w 00
O Orn
= O
Z CA C-4
QM-OCV
?W5NNI-
? OD UJ
a-VWOf w
a. j?ZZ
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
SCALE: 1 *= 50'
STATE:
NORTH CAROLINA
DATE: 12/02 SHEET 11 OF 36
0.08%
109+00
110+00

CL ri (L C?
o+ ON
±
IWO (
O
CL O '-
O Q O Q
IX I- Ix F-
IZ In a- V)
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGill
A S S O C I A T E S
ENGINEERING - PLANNING -FINANCE
55 BROAD STRFHr ASHEVR I.E, NC PH. [phone]
n
II
78M - GUTTER SPIKE PROPOSED
W/ 2.5" METAL SHIELD SILT FENCE AND PIPE
ELEV. 2016.55
INSTALLATION PER STREAM
'PROTECTION DETAIL z
PROPOSED MANE STA 176+84.96
N 542423.4756
690097 5094

STA 174+09.96
N 542200.1603
E 689937.0249
""-- \Ili\ \li,\ \illll \
1 IIII
11\Illll
Ili ,??? ?ili
PLAN
SCALE: 1"= 50
APPLICANT'
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
\\\ \ \??
OLE
\\\\ \111 1111 1<
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\\\\ \\\\ WI i
\111 \1\1 t111 I'.

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CREEK CROSSING NO. 5

1
illll?l \\\ ???
II?II ?\\\\I /
VIII ?_//rll !
I+ I I ? / ! / 1
I II 1/ i/ /
pllif fil
IIf/i li l
PROJECT, LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
DATE: 1
STATE:
SCALE: l *= 50'
SHEET 12 OF 36
1
/
1
l
/
1
YE
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHE` n. E, NC PH. [phone]
CREEK CROSSING NO. 5
PROFILE
175+00
w ?
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ali-zz
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
SCALE: HORIZ. 1 50'
VERT. 1 5'
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
I STATE:
NORTH CAROLINA
DATE: 12/02 r
SHEET 13 OF 36
0mcGill
ASSOCIATES
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEvnj_j3, NC PH. [phone]
78M - GUTTER SPIKE
W/ 2,5" METAL SHIELD
ELEV. 2019.15
PROPOSED MANHOLI
+
i / • r// \\\\? \ N 542268.4280
E 689348.1278
" 4p
? r I
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED
40 LF LONG SPAN DIP
(SEE PROFILE AND DETAILS
CREEK CROSSING NO. 6
PLAN
SCALE: 1"= 50'
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 14 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CREEK CROSSING NO. 6
PROFILE
SCALE: HORIZ..1 "= 50'
VERT. 1 "= 5'
2025
188+00
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
w
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PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
189+00 190+00 191+00
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
I COUNTY:
SCALE: 1 "= 50'
STATE:
DATE: 1
SHEET 15 OF 36
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVML.E, NC PH. [phone]
NE H AND 1=
J I H LLO"t'QJ.U/J / ? /
,PROPOSED MANHOLE l
L
ED MANHOLE
------ ? W VENT PIPE I
- _ - =_ GN-PQST
N ABANDON
MANHOLE
2025.61 -
REMOVE EXISTING
PIERS
PROPOSED REPLACE
EXISTING. MANHOLE- ? r,?? 30.18
car==s? c>B
30in•WTOPE 5.90 T`in. N ' I I I? tl ?MP EXIs-nNW
STATIOIN \ \ \ \1
SMH INV=202 . \ iC IIII IIII"
8"DIP INV EL= _? /// IIII II \?1j?
4"PVC INV EL=?,
x
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TOP IIIITop AN(
/ -RA
ANC`'HO?
U.P.ELEC.
U.P.ELEC. a 1 )
ELEC. CABLE ENTERS OUND I Qo. , I
ASPHALT
,.Vl V
ABANDON EXISTING
MANHOLES
SMH INV=2025.
INSTALL PROPOSED MANHOLE
ON EXISTING SEWER LINE
APPUCANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: I STATE:
SCALE: I"= 50' 1 DATE: 1
SHEET 16 OF 36
REEK CROSSING NO. 7
PLAN
,qrAl P 1"= Sn'
PROJECT: LITTLE TENNESSEE RIVER/(
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVELLE, NC PH. [phone]
iI
TATION 10+3,5
STALL PROP
N\ EXISTIN,G SE
\ \ / CONCRETE BRIDGE ' COLD
I) ELEV 2039.07
I Ii/ill/ l 1i I ??/
- J
N
V_
IIII ??
-Ill III A
'T I I e -
-i) I' Fs

L OF COLUMNS I
8"DIP FORCE MAIN
CROSSING UNDER
CREEK. 2023.34
ABANDON)
CA OF C011juuc
U. S. 23/441
it
END I
MN PAL
I \ ?
\
IIII l' 1) \\
llll I I Ib
PROPOSED
AERIAL CREM CROSSING (SEl
PROFILE AND DETAILS);
NOTE: INSTALL COFFER GAMS
AS REQUIRED DURING PIER
CONSTRUCTION.
NOTE: EXISTING PUMP
STATION TO BE ABANDONED
!>?ill t'- STA 11+52.11 LINE H=
/I STA 10+00 LINE J
N 541540.9040
f E 687744.2184
XISTING 12"
SEWER LINE
CREEK CROSSING NO. 7
PROFILE
SCALE: HORIZ. 1"= 50'
2035 VERT. 1"= 5'
EXISTING GRO UND
2030
AERIA . CREEK CRO SS M
S AN PIPE XISnNG
"
1 SEWER LINE
2
2025

12" IP ® 0 4
\
"
- DIP
-l 2 7.129 t
2020 -
10+00 1
11+00 0, 12+00
W
0)(0 06
?? J -H
?
?20
N
V700 p 00? p 0
O.
OO
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N =
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-
o
o>???
N+W w
?+ °w
V) w?
N+ >zp
wO>zp w F
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MIX
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o0
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APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.

@MCG
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING-FINANCE
SCALE: I *= 50' DATE: 12/02 SHEET 17 OF 36 55 BROAD STREET ASHEvu-LE, xc PH. [phone]
CREEK CROSSING NO. 8
NOTE: PLAN
REMOVE EXISTING SEWER LINE SCALE: 1"= 50'
AND PIERS FROM CREEK
PROPOSED MANHOLE
STA 241+36.54 NOTE:
N 541997.9693 TREES ON' OP `0F_
E 686558.1565 IN THIS
1dFAj.1?T = -
- , - - - ? _ 'PLUG AND REMOVE
EXISTING SEWER LINE
AYE , CRE
CARTOOGECH
pl!
UP.E&T
305.00 \ - - - \\ \ \\ Ilili?l 1 \ _- - GRAVEL DRI B /
\ ill
7
-PROPOSED - \ \ \ \\\ \\????\ '?
CONCRETE PIED
INiI 11 1 I (/
(_ ? NI
- - - - - - - - \1\ 111111 I?!1? \ I BUILDING
oz - ??
SMH INV=2027.53
TO M AN H O 1+ X44. FIELD TOP-2029.98
[VERIFY ELEVATIONS.
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.'
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
1 *= 50' 1 DATE: 1
SHEET 18 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
S?
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
LF LOi?p, I EXISTING
AN PIPE 1\
2030
2025116" DIP ? 0.14% I I I 16" DIP I ® 0.14%
2020
240+00
APPLICANT'
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
241+00 242+00 243+00
o ulrn?
Z ? 0) 00
a? a`nooN
2?NNf-
p + p M p
LLJ p W I-WZD
13- a.NWXW
ac~n a.??zz
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
I SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 19 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
OMcGill
ASSOCIATES
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHFVI. p, NC PFL [phone]
CREEK CROSSING NO. 8
PROFILE
EK CROSSING NO. 9
PLAN2
\\ \?\ ?? ?? \ ?? SCALE. 1 \ /
\\ \\ , .?- r // i
1\II Ill \tll \y \\? \ ?i?i /
I I I Ili IIII IIII Itll \\\\\?\ \ ?? ????
IP
1? S 0/ ?uV OLE
W STU1T 8" ?I • i??? l r' /I /' // / i i r?i?/
N=54236/74?h 7 ei
E=682532:49301
i ? ? l I o
PROPOSED MANHOLE
STA 294+55.38
N=542305.5374
PROPOSED E=682487.7667
40 LF LONG SPAN PIPE AND
CONCRETE PIERS. SEE DETAILS.
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN. NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN. 71
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE: 1"= 50' DATE: 12/02 SHEET 20 OF 36 55 BROAD STREET ASHEVU LE, NC PE. (828) 252-W75
CREEK CROSSING NO. 9
PROFILE
SCAL?VEVT. 1 "= 50
1 '
2040
2035
2030
6" DIP ® 0.14%
293+00
40 LF LONG
SPAN PIPE
294+00
-H cr
Lf) W
co (L
0
o °o? M ,*?
z 00 (o r-
Q ?0 0
N NO0
0
ANN ?0
o +>z
w mow- o wa.
O
d NWT
z
a v)RK
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 21 OF 36
16" DIP ®.0.
295+00
\- 16" DIP 0 0.507o
-H w
Lo cl- W rn
+ o o 01* 00
w = q o!
O
N0 Z "00 n" Cq
Q0 ??NN?
c~i? a (LJ,+d. l? z =o
0) -J wwo
aN
ac~n°z
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
McGiff
A. S S O C I A T E S
ENGINEERING •PLANNING •FINANCE
55 BROAD STREBT ASHEVU114 NC PH. [phone]
STA 392+53.40
N 543620.5650
E 676749.2059
CREEK CROSSING NO. 10 /
PLAN PROPOSE
SCALE: 1 50' S
E

G
GREEK o oo, \
ou
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IN
NOTE:
UNDER
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APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1"= 50'
DATE: 1
SHEET 22 OF 36
543648,
N
/
x./7O5
67660
r I
\
I
\lr IN goo o an.
\ \lWST*LLA`MN 0
,USING COFFER
RE \\dOSSING (? TAILS
\\ \
?1 \
PROJECT: LITTLE TENNESSEE RIVER/!
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
•
@ 1\ G
A S S O C I A T E S
ENGINEERING -PLANNING- FINANCE
55 BROAD STREET ASH? .LE, NC PH [phone]
STATE:

CREEK CROSSING NO. 10
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
2060
2055
2050
16- DIP 00.14%
2045
392+00
393+00
O
O
00
= . .1*
<'*(0 'N
2?NNF-
W N W ? O
0- pr) W
Mir
O
a.im-zz
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 23 OF 365
394+00 395+00
D Lo1OO
Q°LWN
2C)NNF-
W,tW?O
an Www
'(?Rzz
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
0MCGiii
A S S O C I A T E S
ENGINEERING •PLANNING •FINANCE
55 BROAD STREET' ASHEVTLLE, NC PH [phone]
LXI511NU UKUUNU
W.L.
IT I 111) P 01 I ()o%
TAP 11+05 MANHOLE
CREEK CROSSING NO. 11 SPROOSED
PLAN N 544567.8999
E 675621.5255 i i ?I III IIII
i ?I I
SCALE: 1y= 50 I q I i 1 i I IIII lrrr /
' I I'1 ? I i ?rlliiiuNl?l
'? 11 i II Illl I I I li I I LE. I IIIIII?IIII?
I I I \ 1 1 \ ? J i l l 1 I J i l l I i IIII i VA iLr ;i jl l l l l
i 1\?1 11 r- I IIIII111Illi I /Il
l I LIIII I I Q IIIjf11IIII11
? 111 ? II II III I i I I I IIII I
? \I? 1 ? ? ? fl1 ' IIII I 1 I i I li I III IIII I
\1r ' 1\ III I IIII i I III IIII II
???? \\ / III III IIII I I 1 11 1 I (? I I IIII
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\ 1 \\ \\\\ I IIII I I I II II illllillll
- ? I \ \\ \\ \\\1 r III IIII IIII I I I I I I ? I I 1 11 IIII II
\ 1\ I I \\1\\ 1 III I I I I I cI it 1111111111
??? \ \ I Illl\ I 1 IIII j I I I I I N I I IIII 1111 IIII II
IIII IIII Ii
?1 \\ \ ? ? i l 145.0 a?l\ 1 1 I 1 it I I I I I 1 I c o i l
?`? ? ? ??\`? 1 II i{II IIII m I? I , i I ? ? I ?i Illl inl Il.
\ 1 \\ 1111 i III IIII ?IIII 1 h i l I I I ?' I III 1111 Inl 11
11\ \) 1111 ?I LI I IIII IIII I? I I I I 1 o I I ?I I III IIII II
?? JI/// IIII r1. ?II?I 111 Ilii I I I j Io hil jlllllllil I
?\ ? III III II I I I
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\ 1\. IIII r r 111 IIII IIII I I I I I I o?ll 1111,11111 11
\ 11 II 1111 I I II?? IIII IIII I I l i I 1 I DI I IIIIIIII?Ili ll
1 11 / I Al I I Ills I111111 1 1 1 1 1 1 ?i I IIII
I I I
1 I'll ?i?? ' r IIr1 1111 1111 ,
111 I{r(( ?(/ IIII Ililllli I I
II 1 it ?II1i I 'i i i? 11 I ? I I I! I I
PROPOSED MA OLE
STA 407+03.40= PROPOSED z STA 10+00 LINE L CREEK CROSSING
N 544471.0609 PER LARGE CREEK
E 675662.1112 CROSSING DETAIL
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
•
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE: A S S O C I A T E S
MACON NORTH CAROLINA ENGINEERING -PLANNING -FINANCE
SCALE: 1 "= 50' DATE: 12/02 SHEET 24 OF 36 55 BROAD STREET ASHEV LE, NC PH. [phone]
CREEK CROSSING NO. 11
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1 "= 5'
2075
O tNCV
2070 ? Z 04 CV Lo
0
< to Lo 64
?°NNI-
Li+w?o
2065 O52 w~~
ac~nRzz
2060
2055
g" Dt
2050
10+00
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
U.S. 64 EASE D
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F-
N C4
w ° w O
O=Jt7t
O'1.Np-ZZ
U.S. 64 WESTBOUND
1
PROPOSED
230 LF OF 24" DIA. X 0. 50" WALL
THICKNESS STEEL ENCAS ENT PIPE,
BORED AND JACKED I
" DIP SS
11+00
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY.
SCALE: 1 "= 50'
STATE:
DATE: 1
SHEET 25 OF 36
0.70%
12+00 13+00
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECI
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGill
A S S O C I A T E S
ENGINEER ING•PLANNING -FINANCE
55 BROAD STREET ASHEVII.LE, NC PH. [phone]
PRECAST
CONCRETE
L
WATER LEVEL-
(FIELD VERIFY)
:-
SANDBAGS
AT ANY
OPENINGS
X
-•-- nom"

3'-0" MIN. `STREAM
BED
PIPE
NOTES SECTION AA
I. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. CONSTRUCTION OF PIPE LINE AND WILL. BE RESTORED TO ORIGINAL
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. CONTOURS WHEN WORK IS COMPLETE.
THE DAM MATERIAL IS ACCEPTABLE BUT SHALL
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED 5. ALTERNATIVE COFFER
IN STREAM FOR ANY REASON. ENGINEER.
COFFER DAM DETAIL
(FOR LARGE CREEK CROSSINGS OR PIER CONSTRUCTION)
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: 1"=
DATE: 1
PRECAST CLASS B
CONCRETE RIPRAP-
BARRIER
PLASTIC LINER
SHEET 26 OF 36
@McGiff
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
PIPE
SANDBAGS AT
ANY OPENINGS
WATE
rIs
TOP OF STREAM I
PLAN
STATE:
B4-1
EXISTING CREEK
SAND BAG BERM-f I
TEMPORARY PIPE
(SIZED TO CARRY NORMAL FLOW)

INSTALL PIPE UNDER -J
TEMPORARY PIPE
SAND BAG BERM
I PROPOSED
WATER OR SEWER LINE
AL "" I B.-J I _*"'. JA
PLAN
SAND BAG BERM
EXISTING
CREEK BANK
EXISTING
CREEK BANK
INSTALL PIPE UNDER
TEMPORARY PIPE
SECTION AA
CREEK CROSSING
(MEDIUM CREEKS)
APPLICANT: PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
MACON COUNTY CREEK SEWER TRUNK LINE
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: SEE ATTACHED PLANS
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: I STATE:
1 *= 50' I DATE: 1
SHEET 27 OF 36
TEMPORARY PIPE
(SIZED TO CARRY NORMAL FLOW)
0mcGifl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREE'T' ASHEVII.L.E, NC PH. [phone]

NOTE: Sl
DETAIL N
:WER LINE
PLAN
CREEK CROSSING DETAIL
(SMALL CREEKS)
APPLICANT:?
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1 "= 50'
STATE:
DATE: 1
SHEET 28 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@MCGi*u
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVMJ -F, NC PH. [phone]
4' MIN.
NATURAL
GROUND-
2'
Ili
TEMP. I S* CMP -
FOR STREAM FLOW
FILTER FABRIC-J
CLASS B RIPRAP (REMOVE AF1
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
SECTION AA
6" OF /57
WASHED STONE
10'
MATERIAL
`EXTEND FILTER FABRIC
11r 12" INTO CHANNEL BANK
CLASS B RIPRAP
(IS" MINIMUM THICKNESS)
FABRIC BLANKET
14ON OR APPROVED
TEMP. 18" CMP
FOR STREAM FLOW
PROPOSED
WATER OR SEWER LINE
SECTION BB
CREEK CROSSING DETAIL
(SMALL CREEKS)
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY:
SCALE: 1 "= 50'
STATE:
DATE: 1
SHEET 29 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
RmcGill
AS S 0 C I A T E S
ENGINEERING -PLANNING- FINANCE
55 BROAD STREET ASHEVELLE. NC PH. [phone]
RESLOPE EXISTING STREAM BANK TO
ORIGINAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIALS*
ANCHOR FABRIC
INTO EARTH FILL
2' MAX. 17
12" - 18" CLASS B
NORMAL STREAM LEVEL
'VARIES 6" - 12"
FILTER FABRIC (MIRAFI
14ON OR EQUAL) EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
*SERICEA LESPEDEZA, SILKY DOGWOOD (CORNUS AMONUM), SILKY
WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA) AND
ELDERBERRY (SAMBUEUS CANADENSIS)
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
RIPRAP BANK PROTECTION DETAIL
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
(COUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 30 OF 36
PROJECT; LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
OMcGiff
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

STREAM PROTECTION EXCAVATION DETAIL
NOTE: THIS DETAIL SHALL BE USED WHERE SEWER
LINE IS LESS THAN 25' FROM STREAM BANK
STREAM PROTECTION NOTES:
1. SILT FENCE IN THESE AREAS SHALL- BE INSTALLED PRIOR TO
BEGINNING EXCAVATION FOR THE SEWER LINE.
2. EXCAVATED MATERIAL SHALL BE PLACED ON SIDE OF TRENCH
AWAY FROM STREAM.
3. EROSION PROTECTION AREA SHALL BE SEEDED IMMEDIATELY AFTER
INSTALLATION OF THE SEWER LINE.
4. SILT FENCE SHALL BE MAINTAINED UNTIL VEGETATIVE
COVER IS ESTABLISHED.
APPLICANT: PROJECT: LITTLE TENNESSEE RI'
MACON COUNTY CREEK SEWER TRUNK
5 WEST MAIN STREET
FRANKLIN, NC 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: 12/02 SHEET 31 OF 36
SEE ATTACHED PLANS
NE
OMcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

2" STEEL ANGLE
POST SET MIN. 18"
SYNTHETIC
FILTER
FABRIC
24' GROUND
MIN.
u
EXCAVATE 8"x8" TRENCH UPSLCPE ALONG LINE
OF POSTS. EXTEND FILTER FABRIC INTO TRENCH,
BACKFILL TRENCH AND COMPACT SOIL
SYNTHETIC
FILTER FABRIC SHALL BE
BACKFILLED A MIN. OF 8"
STANDARD SILT FENCE
NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: 1 *= 50'
DATE:
SHEET 32 OF 36
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
PROJECT. LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
@McGifl
ASSOCIATES
ENGINEERING-PLANNING-FINANCE
55 BROAD STREET ASHEVII.LE, NC PH. [phone]
STATE:
APPROX. 2' (TYP)
NOTE: LONG SPAN PIPE SHALL BE USED FOR UNSUPPORTED SPANS
GREATER THAN 20'. SEE SPECIFICATIONS FOR LONG SPAN PIPE
REQUIREMENTS. SHOP DRAWINGS FOR LONG SPAN PIPE SHALL BE
SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
TYPICAL ELEVATED CROSSING
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
I SCALE: I *= 50'
STATE:
DATE: 1
SHEET 33 OF 36
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
NE
0mcGill
A S S O C I A T E S
ENGINEERING- PLANNING -FINANCE
55 BROAD STREET ASHEV i A. NC PFL [phone]
PIPE JOINT DESIGN AND LOCATION PER PLANS.
STRAP AND ANCHORS
(SEE DETAIL)
314" CHAMFER ON ALL-
EXPOSED EDGES (TYPICAL)
#6 O 7"-
EACH FACE
STD. 90' -
HOOK TYP.
#5 O 9% LAP -
1'-6" EACH END
CLEAN ROCK OR CONCRETE SURFACE-
CONCRETE PAD EXTENDS 1'
BEYOND BASE OF PIER (TYP)-?
I-
#5 DOWELS O 1'-0--
ALL AROUND PERIMETER
OF FOOTING
#8 O 12% LAP-
1'-6" EACH END
DUCTILE IRON PIPE
a
?•a

#4 O 16"
TYR
A
• O 12" oI _
+vd.
zl
SET DOWELS IN----- I I I I I I I
3"Ox2"-2" PRE DRILLED
HOLES IN ROCK. EXTEND DOWELS
18" MIN. INTO FOOTING AND ANCHOR
WITH EPOXY GROUT SYSTEM a
1'-0"
2'-6" DEEP CONCRETE PAD TO BE CONSTRUCTED TYP.
OF 3000 PSI CONCRETE IF BED ROCK NOT FOUND
NOTE: ALL REBAR DIMENSIONS ARE O.C.
CONCRETE PIER AND FOUNDATION DETAIL
SCALE: 1" = 2'
(NOTE: FOR LARGE CONCRETE PIERS)
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
CCOUNTY:
SCALE: 1"= 50'
STATE:
DATE: 1
SHEET 34 OF 36
PROJECT: LITTLE TENNESSEE RIVER/CARTOOGECHAYE
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
•
0McG
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVUXE, NC PH. {828) 252-0575
CONCRETE PAD EXTENDS 1'-
BEYOND BASE OF PIER (TYP)
31-0" VARIES . 3'-0"
TYP.
3-9
EACH FACE
N i•. ?• •
v
PIER FOOTING
STRAP AND ANCHORS--J PLAN
(SEE DETAIL)
NOTE: ALL REBAR DIMENSIONS ARE O.C.
0
I
tD
I
-77
s
O
I
I"
CONCRETE PIER AND FOUNDATION DETAIL
SCALE: 1" = 2'
(NOTE: FOR LARGE CONCRETE PIERS)
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN.
SEE ATTACHED MAP FOR LOCATIONS.
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE. 12/02 SHEET 35 OF 36
PROJECT: LITTLE TENNESSEE RIVER/(
CREEK SEWER TRUNK LINE
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
YE
@,McGiff
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVM.LE, NC PH [phone]
BOLT
BOLT DIA. + 1116"
PIPE STRAP FOR PIERS
APPLICANT:
MACON COUNTY
5 WEST MAIN STREET
FRANKLIN, NC 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF 24" AND 16" DIP SEWER LINE ALONG THE
LITTLE TENNESSEE RIVER AND CARTOOGECHAYE CREEK TO
REPLACE EXISTNG PUMP STATIONS
NOTES:
1. ANCHOR BOLTS AND STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL.
2. GALVANIZED STEEL OR IRON CAN BE USED.
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS.
4. HOLES TO BE DRILLED IN STRAP.
5. PROVIDE WASHERS UNDER STRAP SUCH THAT STRAP IS PULLED DOWN TIGHT.
PROJECT: LITTLE TENNESSEE RI'
CREEK SEWER TRUNK
ADJACENT PROPERTY OWNERS:
SEE ATTACHED PLANS
LOCATION:
VARIOUS LOCATIONS SOUTH AND WEST OF FRANKLIN,
SEE ATTACHED MAP FOR LOCATIONS.
ICOUNTY:
SCALE: I *= 50'
STATE:
NORTH
DATE: 12/02
SHEET 36 OF 36
YE
@MCG
A S S O C I A T E S
ENGINEERING •PLANNING •FINANCE
55 BROAD STREET ASBE M E, NC PH. [phone]
of wArF9
z
Michael F. Easley, Governor
- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alar1 Klimek, P.E., ,Director Division of Water Quality
February 12, 2003
DWQ # 03-0019
Macon County
Project Name: Little Tennessee River/Cartoogechaye Creek trunk line
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Macon County
5 West Main Street
Franklin, NC 28734
Dear Sirs:
On February 11, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
revised application regarding your plan to fill waters for the purpose of installing a new sewer line in
Macon County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply.
Relocate crossing 10 to be perpendicular and at least 10 feet from top of the streambank. The
better location would be to place the line on the top of the stream bluff in order to prevent
sever erosion into the creek. Please address the feasibility of this design.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when
this information is received. If we do not hear from you by writing within three (3) weeks we will
assume you no longer want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
McGill Associates
i R. Dorney
Water Quality
Program
01
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
-IMcGiff
A S S O C I A T E S
February 7, 2003
Mr. John R Dorney
N.C. Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
al sEcTm
Re: Revised PCN form and drawings - ?=
Little Tennessee River / Cartoogechaye
Creek Trunk Sewer Line
Macon County
DWQ # 03-0019
In response to your letter dated January 17, 2003 concerning the above
referenced project, please find enclosed seven (7) sets of revised 8 '/z" x 11" drawings
with additional information on the site plans concerning the stream impacts and the
erosion control measures. Some details have also been revised. Please substitute the
revised drawings for the previously submitted set. Also enclosed are seven (7) sets of
revised sheets 6 and 7 for the Division of Water Quality PCN application form. Table
2, Section VI was inadvertently not completed on the form previously submitted.
Copies of the revised application pages and drawings have also been forwarded
to David Baker with the U.S. Corps of Engineers, Owen Anderson with N.C. Wildlife
Resources Commission and Mark Cantrell with the U.S. Fish and Wildlife Service
Please contact Mike Waresak or myself if there are any questions on the project
or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
Enclosures
Cc: Mr. Sam Greenwood, County Manager
Mr. David E. Henson, Mayor
Mr. David Baker w/ enclosures
Mr. Owen Anderson w/ enclosures
Mr. Mark Cantrell w/ enclosures
01713/jd7feb03.doc
E n g i n e e r i n g • P l a n n i n g F i n a n c e
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802 55 Broad Street, Asheville, NC 28801
w
?.n
828-252-0575 • FAX [phone]
`O??F W A TFR?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
January 17, 2003
DWQ # 03-0019
Macon County
Project Name: Little Tennessee River/Cartoogechaye Creek trunk line
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Macon County
5 West Main Street
Franklin, NC 28734
Dear Sirs:
On January 9, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of installing a new sewer line in Macon
County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 211.0500.
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan. Report the total impacts on Table 2 Section VI of the PCN form.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H.0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
McGill Associates
i R. Dorney
Water Quality Ce ' ication Program
E vet
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

McGill
" A S S O C I A T E S
January 6, 2003
Mr. David Baker
U.S. Corps of Engineers
151 Patton Avenue
Room 143
Asheville, North Carolina 28801-5006
Dear Mr. Baker:
030019
Re: Little Tennessee River / Cartoogechaye
Creek Trunk Sewer Line
Macon County
. Please find enclosed a set of 8 1/2" x 11" drawings for the above referenced
project. The project will consist of installation of new 24-inch and 16-inch Ductile Iron
sewer line along the Little Tennessee River and Cartoogechaye Creek to the Macon
County Industrial Park. This project will replace an existing 12-inch clay pipe through
part of the Town of Franklin and also allow several existing pump stations to be taken
off line and replaced by gravity sewer service. Also enclosed is a set of three USGS
quad maps with the creek crossings located and a completed application form.
Seven copies of this application and the drawings have been forwarded to John
Dorney at NCDENR for review. Owen Anderson with N.C. Wildlife Resources
Commission and Mark Cantrell with the U.S. Fish and Wildlife Service are also being
copied for their comments. An erosion control plan has been filed with the North
Carolina Department of Environment and Natural Resources, Land Quality Section,
and is currently being reviewed.
Please contact Mike Waresak or myself if there are any questions on the project
or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
Enclosures W
?...
PUT ?20
Cc: Mr. Sam Greenwood, County Manager
Mr. David E. Henson, Mayor I"FT_,ANDs GROl p
Mr. Jay Gibson wear= " ?' _trr sECrr
Mr. John Dorney, w/-enclosures (7 copies):
Mr. Owen Anderson w/ enclosures
Mr. Mark Cantrell w/ enclosures
01713/db6jan03.doc
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]
U?
I

Vroal

Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout.
?. Please indicate the location of the protected buffers.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site
plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or
provide additional information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the
impacts to the . Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize
the impacts to the Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled . will not provide diffuse flow through
the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be
achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may
be necessary to provide stormwater management practices that remove nutrients before the stormwater can be
discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was
request. Please provide $ . This additional fee must be received before your application can be
reviewed. complete Section(s) on the application.
? Please provide a signed copy of the application.
$$) Mitigation
of compensatory mitigation is required for this project. Please provide a compensatory
mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the
type of impacts proposed.
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or -on the front if space permits.
1. Article Addressed to: - -?Q # 03 - (" C-; ? I
r--)acor, ccu +Macon County
5 West Main Street
Franklin, NC 28734
DWQ# 03-0019
A. Signature
B. Recelvad (Printed Name) C. ate o Deliver)
_T? 14 -60 If 1_?
D. Is delivery address different from Rem 1 ? I ? l+e,
if YES, enter delivery address below: ? No
3. Service Type
E Certified Mail ? Express Mail
? Registered 131'feturn Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
7002 2410 0003 0275 0683
(Transfer from m service label)
3S Form 3811, August 2001 Domestic Return Receipt 2ACPP'
UNITED STATES POSTAL E -iFSt-Olds Mail
Rasta?e Fees Paid
''. PMS
f p m
Na, G-10
maP
• Sender: Please ?r?name, address, ,,and ZIP+4 it it t a c •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

S I- ? / Triage On-Hold: Letter 2.0 Staff Contact r? Date-
$$) Detail Incomplete
Plan
? Please provide a location map for the project.
? Please show all stream impacts including all fill sloes, dissipators, andbank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for .aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
a Please specify the percent of project imperviousness area based on the estimated built-out conditions.
(a Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan. .
(3 Please indicate whether or not the proposed impacts already been conducted.
$$) Avoidance and/or Minimization Not Provided
U The. on the plans does not appear to be necessary. Please eliminate the - - or provide additional information as to why
it Is necessary .for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts,
This Office be that the • U641 on the plans sw can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve. diffuse
flow through the entire buffer then. it maybe necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$$) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
$$) Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 214.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
JOJYI--
keAo c_? -4 L
_rk oy?
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to: 'Xj 9 - U 3 - U C i9
Macon County
5 West Main Street
Franklin, NC 28734
A. Signature
X .,
I B.7 ,ive ZL)UPi311 Name) I C 1 I a /io l
D. Is delivery address different from item 1 ? Yee
9 YES, enter delivery address below: ? No
3. Se a Type
L. Certified Mail ?37xpress Mail
? Registered ER Return Receipt for Merchandise
? insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 0317
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 2ACPR'
-
UNITED STATES POSTAL SERVICE--.
• Sender: Please
First-Glass Mail
Pws & Fees" Paid
.°i'?S?S
rJ ?.
agdress;-ai
NC DENR Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Boulevard
Raleigh, NC 27604

DWQ# Triage On-Hold Letter 2.0 Staff Contact Date
$$) Plan Detail Incomplete
? Please provide a location map for the project. ' , n
r ?
Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan. 0
? Please show all wetland impacts including fill slopes on the site plan. f
? Please indicate all buffer impacts on the site plan. 0?'? ?ClV
? Please indicate proposed lot layout as overlays on the site plan. m.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
$$) Avoidance and/or Minimization Not Provided
? The labeled as - on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
$$) Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
a
? Please provide a signed copy of the application.
? Please provide copies of the application,
$$) Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.