19990743 Ver 1_COMPLETE FILE_19990715

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T Stevens, Director
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Macon County
WQC 401 Project # 990743
APPROVAL of 401 Water Quality Certification
Town of Franklin
70 West Main Street
Franklin, NC 28734
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in less than 1 acre of
wetlands or waters for the purpose of installing a sewer line, as you described in your application dated July 15, 1999.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3101. 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 or CAMA 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 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
may be 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.
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, P.O. Box 27447, Raleigh,
N.C. 276 1 1-7447. 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 John Dorney at 919-733-1786.
Sincerely,
tevens
Attachment i
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
990743.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
4
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineer
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402-1890 P.O. Box 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone: [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT
Owner's Name: Town of Franklin
2. Owner's Address: 70 West Main Street
3. Owner's Phone Number (Home):
(Work): [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number: N/a
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: Franklin
Macon
Specific Location (Include road numbers, landmarks, etc.): West bank of Little Tennessee River, north of Main Street,
Between Riverside Street and the river
6. Naive of Closest Stream/River: Little Tennessee River
7. River Basin: Little Tennessee River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property YES[ ] NO [X ]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on the project site: Less than 0.1 acre
11. Number of acres of waters of the U.S., including wetlands. Impacted by the proposed project:
Filled:
Drained:
Flooded:
Excavated: Less than 0.1 acre Lva ' le s s f' ma - ) A,"t Ao la-1
Total Impacted: Less than 0.1 acre ; &,14 Aa-vt- 1 ` A,0
a
TOWN OF FRANKUN.
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TOWN OF FRAWLIN
MACON COUNTY, NOR7H CAROLINA
PROJECT LOCATION MAP
NOT TO SCALE
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN- ST)
COUNTY: I STATE:
PROJECT.
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
M a IV
1
A S S O C I A T E
1 50' DATE: JUNE 30. 1999 1 SHEET 1 OF 12

L I T T L E
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F
F
T E N N E S S E E R I V E R
[CROSSING NO. 1
®u- STA. 10+00 LINE D
PROPOSED
-SEWER LINE D.
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 2 OF 12
J'
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
PROPOSED
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PROPO ED
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PROPOSED
RIPRAP CHECK D
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A S S O C I A T E
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CROSSING NO* 1
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2010

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2000
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APPLICANT: PROJECT:
TOWN OF FRANKLIN WEST FRANKLIN SEWER INTERCEPTOR
70 WEST MAIN STREET TOWN OF FRANKLIN
FRANKLIN, NORTH CAROLINA 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. TOWN OF FRANKLIN
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
2. NATAHALA POWER AND LIGHT
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER, BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST) 55 BROAD STR
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MACON NORTH CAROLINA A S S O C I A T E
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 3 OF 12 ENGINEERING•PLANNING•FINAY
CROSSING NO. 2
NOTE:
EXCAVATED MATERIAL AT SILT FENCE
LOCATIONS TO BE PLACED ON SIDE OF
SEWER TRENCH AWAY FROM RIVER.
L I T T L E T E N N E S S E E R I V E R
PROPOSED MANHOLE
WITH WATERTIGHT LID
STA. 42+44.35
150' NP&L R/W
SOIL ROAD
PROPOSED
24" DIP SEWER LINE A
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PROPOSED
SILT FENCE
T
41" W
425.00'
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150' NP&L R/W EXISTING P WER LINE
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HERMAN
TALLEY SCALE: 1"= 50'
APPLICANT:
TOWN OF FRANKLIN
70-WEST MAIN STREET
FRANKLIN. NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD" AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: I"= 50' DATE: JUNE 30, 1999 SHEET 4OF 12

(UNDER CONSTRUCTION)
PROJECT.
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
McGi*ll
A S S O C I A T E
CROSSING NO. 2
PROFILE
SCALE: HORIZ. 1"= 50'
2015 VERT. 1 "= 5'

100-YE R FLOOD LEVATION
2010

2005 • -
F EXISTING
ROUND

2000
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24 DIP 0.08% 24
DIP DIP
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APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER, BETWEEN
RIVERSIDE ROAD AND THE RIVER: NORTH OF U.S. 441 (MAIN ST)
COUNTY: I STATE:
I SCALE: 1"= 50' 1 DATE: JUNE 30, 1999 1 SHEET 5 OF 12
McGil
A S S O C I A T E
ENGINEERING* PLANNING • FINAI
44+00
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
CROSSING NO. 3
NU i t: tAUAVA I tU MA I tKIAL Al ZAL I
FENCE LOCATIONS TO BE PLACED ON SIDE
OF SEWER TRENCH AWAY FROM RIVER. S
E E
N
77= T E sPN?
of
L? TT L E ?oP x ROP
PROPOSED 48"
24" DIP SEWER LINE _? x x 1
00

W
002
PIOPOSED MA LE
WITH WATERTIGHT LID
STA. 60+80.85 LINE A=
STA. 10+00 LINE-E-`-
T?
PROPOSED
SEWER LINE E TO CONNECT EXISTING
MANHOLE WITH NEW 15" PVC SEWER
LINE. SEE OTHER SHEETS.
EXISTING MANHOLE'
TOP 2015.24
PROPOSED INVERT 2010.2
REPLACE EXISTING MANHOLE WITH
NEW MANHOLE IN SAME LOCATION
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER: NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 8 OF 12
- 1 %7
R I V E R
PLAN
SCALE: 1"= 50'
PROPOSED
RIPRAP CHECK DAM
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t,1
NOTE: UPSTREAM SEWER LINE
TO REMAIN IN SERVICE

PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
(ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
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CROSSING NO. 3
2015
2010
2005
2000
1995
59+00
60+00
PROFILE
SCALE:. HORIZ. 1":
VERT. 1"
APPUCAN T:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
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PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER, BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 7 OF 12

10 -YEAR F OD ELEV TION

EXISTING GROU D

24" DI 00.08% 24" DIP 0.08%

MM AW
l
A S S O C I A T E

SAND BAG BERM
TEMPORARY 36" PIPE
INSTALL SEWER LINE UNDER
UNDER TEMPORARY PIPE
EXISTING CREEK BANK
SAND BAG BERM
EXISTING CREEK
TEMPORARY 36" PIPE
`-INSTALL SEWER LINE UNDER
UNDER TEMPORARY PIPE
CREEK CROSSING DETAIL
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN. NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY. STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30. 1999 SHEET 8 OF 12
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
McGI*ll
A S S O C I A T E
NOTES:
1. RIRAP AND WASHED STONE SHALL BE CHECKED AFTER EACH RAINFALL
TO ENSURE AGAINST EROSION AND SHALL BE REPAIRED AS REQUIRED.
2. SEDIMENT SHALL BE REMOVED WHEN DEPTH OF SEDIMENT REACHES
1/2 HEIGHT OF DAM.
1 VARIES I
V MIN. FREEBOARD
`CLASS 1
RIPRAP
EXTEND FILTER FABRIC
INTO CHANNEL BANK
#57 WASHED STONE

A A A A A l
WIDTH AS REQUIRED
BY CHANNEL
FACE VIEW
V 2' MIN.
MIN.
FILTER FABRIC
57 WASHED STONE
FACE OF DAM
1' MIN: FREEBOARD
3
?- I I
FLOW
CARRY CLASS 1 RIPRAP J
i, UP SIDE OF BANK FILTER FABRIC
MIN. 8' MIN.
SIDE VIEW
ROCK CHECK DAM
APPLICANT.
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 9 OF 12
McGI*ll
A S S O C I A T E
MATCH EXISTING
DITCH DEPTH
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
FILTER
FABRIC
MATCH EXISTING
-LiCH DEPTH
GROUND
EXCAVATE Wx8" TRENCH UPSLOPE ALONG LINE
OF POSTS. EXTEND FILTER FABRIC INTO TRENCH.
SACKFILL TRENCH AND COMPACT SOIL
2" STEEL ANGLE
POST SET MIN.
GROUND 18" SYNTHETIC FILTER FABRIC --
INTO ?
ATTACHED TO POSTS WITH
APPROVED FASTENERS. PLACE
ON UPHILL: SIDE OF FENCE.
24"
FILTER FABRIC SHALL BE
BACKFILLED A MIN. OF 8"
STANDARD SILT FENCE
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30, 1999 SHEET 10 OF 12
McGi*ll
A S S 0 C I A T S
RESLOPE EXISTING STREAM BANK TO
ORIGINAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIALS
ANCHOR FABRIC 6"
INTO EARTH FILL
2' MAX.
NORMAL STREAM LEVEL
VARIES 6" - 12"
12" - 18" CLASS B RIPRAP
ON 1-1/2 - 2 : 1 SLOPE
FILTER FABRIC (MIRAFI
140N OR EQUAL)
EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
RIPRAP BANK PROTECTION DETAIL
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN. NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1"= 50' DATE: JUNE 30. 1999 SHEET 11 OF 12
9m Aw
mcGi'll
A S S O C I A T E
ENGINEERING- PLANNING* FINAL"

NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALI ERMION 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
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES. LAND QUALITY SECTION.
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. - SEED AND MULCH DENUDED AREA WITHIN 30 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 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.'- 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.
APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROJECT:
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER, BETWEEN
RIVERSIDE ROAD AND THE RIVER: NORTH OF U.S. 441 (MAIN ST)
COUNTY: I STATE:
I SCALE. 1"= 50' 1 DATE: JUNE 30. 1999 1 SHEET 12 OF 12
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
McGill
A S S 0 C I A T E
------.---.- - -....
i
I
WEST FRANKUN SEWS INTERC?TOR
TOWN OF FRANKUN
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APPLICANT:
TOWN OF FRANKLIN
70 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
INSTALLATION OF NEW 24-INCH SEWER LINE ALONG
LITTLE TENNESSEE RIVER WITH MANHOLES AND LATERALS
LOCATION:
ON WEST BANK OF LITTLE TENNESSE RIVER. BETWEEN
RIVERSIDE ROAD AND THE RIVER; NORTH OF U.S. 441 (MAIN ST)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1'= 50' DATE: JUNE 30, 1999 SHEET 1 OF 12
PROJECT.
WEST FRANKLIN SEWER INTERCEPTOR
TOWN OF FRANKLIN
ADJACENT PROPERTY OWNERS.
1. TOWN OF FRANKLIN
2. NATAHALA POWER AND LIGHT
McGI*ll
A S S O C I A T E
TOWN OF FRAWLIN
_ NACON COUNTY, NORIM CARGUNA
PROJECT LOCATION MAC NOT TO SCALE
McGill
A S S O C I A T E S
July 1, 1999
Mr. David Baker
U.S. Corps of Engineers
151 Patton Avenue
Room 143
Asheville, North Carolina 28801-5006
PAYMENT
RECEIVED
Re: West Franklin $ewer Interceptor
Town of Franklin, Macon County
Dear Mr. Baker:

Please find enclosed a set of 8 1/2" x 11" drawings for the above referenced
project. The project will consist of installation of a new 24-inch Ductile Iron sewer line
to replace an existing 15-inch clay pipe which is undersized and contributes to
infiltration and inflow problems at the Town's WWTP. Also enclosed is a signed
application form for the project.
Seven copies of this application and the drawings have been forwarded to John
Dorney at NCDENR for review. Joe Mickey 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. If you believe a site visit would be helpful, I
would be able to meet you at the site.
Sincerely,
McGILL ASSOCIATES, P.A.
?1644?? 44L- -
VANN WATERS
Cc: Mr. Tom Woodlee
Mr. Joe Stark
Mr. Al Ledford
Mr. John Dorney w/ enclosures (7 copies)
Mr. Joe Mickey w/ enclosures
Mr. Mark Cantrell w/ enclosures
98702/db1j19.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]
State of North Carolina
Department of Environment
and Natural Resources A 4 • •
Division of Water Quality
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary Kerr T. Stevens, Director
Division of Water Quality
Environmental Sciences Branch & Wetlands/401 Unit
Location: 4401 Reedy Creek Road
Raleigh, N.C. 27607
Mailing Address: 1621 Mail Service Center
Raleigh, N.C. 27699
FAX: [phone]
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FROM: PHONE: 1223 9a?
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If you receive this fax by mistake call: ESB [phone] or Wetlands [phone].