20001132 Ver 1_COMPLETE FILE_20000830

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
IT 11
1 • A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 11, 2000
Clay County
DWQ Project # 001132
APPROVAL of 401 Water Quality Certification
Clay County Water and Sewer District
Post Office Box 118
Hayesville, NC 28904
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in streams for the purpose of
constructing water and sewer lines at the Blair Creek and Hiwassee River, as you described in your application dated August 30. 2000.
After reviewing your application. we have decided that this fill is covered by General Water Quality Certification Number 3288. This
Certification allows you to use General 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 send us a new application. If the property is sold. the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future)
exceed one acre, compensatory mitigation may be requited as described in 15A NCAC 211.0506 (h). For this approval to be valid. you
must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Feld Office
Asheville DWQ Regional Office
File Copy
Central Files
Dan Townsend: McGill & Associates
S' Iv
Ste ns
Division of Water Quality • Wetlands/401 Unit
4401 Reedy Creek Rd • Raleigh, NC 27607
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
1
ft
@McGill
A S S O C I A T E S
August 31, 2000
Mr. David Baker
US Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801
2000
MUMS r, I I
°401 IS5um.
RE: Nationwide Permit Amendment
Sewer System Improvements
Clay County Water and Sewer District
Clay County, North Carolina
Dear Mr. Baker:
On behalf of the Clay County Water and Sewer District, please find enclosed two (2)
copies of 8 1/2" x 11" drawings for two (2) stream crossings proposed for the subject project.
Nationwide Permits 12 and 33 (Action Identification numbers 200030474 and 200030475,
respectively) and 401 Water Quality Certification (DWQ Project Number 000272) have already
been issued for the subject project. Due to changes in the alignment, two (2) additional sub-
aqueous stream crossings are proposed. I have assumed that these additional crossings can be
processed as an amendment to the original permits. As shown on the enclosed plans, the sewer
line construction will disturb approximately 40 feet of Town Creek.
. We look forward to your timely review and approval of this amendment. If you have any
questions or require further information please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
DAN M. TOWNSEND, E.I.T.
DMT
Enclosures
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]
David Baker
August 31, 2000
Page 2
cc: Michael Anderson (w/1 copy)
John Dorney, Water Quality Planning (w/7 copies)
Brian Cole, USFWS (w/1 copy)
Renee Gledhill-Early, SHPO (w/1 copy)
Mark Davis, NC Wildlife Resources Commission (w/1 copy)
projects\97341 \permits\dbO8febO. doc
1
i
PROPOSED
SEWER LINE
REPLACEMEI
(TYPICAL)
1
1
i 1
y? \
PROPOSED
CREEK CROSSING #1
\
9
PROPOSED \\ /
MAIN SEWER \
TRUNK LINE \
!
i• PROPOSED \
MAIN SEWER
TRUNK LINE
PROPOSED
MANHOLE REPLACEMENT
(TYPICAL)
PROPOSED
CREEK CROSSING
"401 ISSUED
HA ES11NJF
4\mANHOLE '-wy. Allm ROAD (SR 1,00) PROPOSED
REPLACEMENT '
(TYPICAL)
/ r
!
/
i i
!
i 1
! 1

LOCATION MAP - CROSSINGS #1 AND #2
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYNESVILLE, NC 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
FT. NORTH OF US 64 BUSINESS.
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 600' DATE: AUGUST, 2000 SHEET 1 OF 5
1
f
i PROPOSED
SEWER LINE
1 REPLACEMEN',
(TYPICAL)
\1 \
al
1? ? l

EXISTING PUMP STATION
SCALE: 1"= 2000'
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
55 BROAD STREET
ASHEVl[.LA NC
FIL [phone]
FAX [phone]
A S S 0 C l A T E
ENGINEERING* PLANNING- FINA*"
PLAN
SCALE: 1'- 50'
STA. 48+50.00
LINE "A" PROPOSED
MANHOLE #A17
CP 15 - NAIL
N=504331.60
E=556428.78
TOWN CREEK X\
PROPOSED
SILT FENCE
PROPOSED
CREEK CROSSING #1

14?1
Z
STA. 50 25.00
LINE 'A" PROPOSED
MANHOL #A18

PROPOSED J
8" SEWER LINE
PROPOSED
SILT FENCE

d !?. O O
•ar •c'?

\
4
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NC 28904
I PROPOSED CONSTRUCTION:
INSTALLATION OF 8° SEWER LINE
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305 55BROADSntm
FL NORTH OF US 64 BUSINESS. ASHEVU111, NC
18
PFL (829) 252-- 5
FAX [phone]
COUNTY: STATE: McGl"ll
CLAY NORTH CAROLINA 0 A S S O C I A T E S
SCALE: 1°= 50' DATE: AUGUST, 2000 SHEET 2 OF 5 ENGINEERING* PL'ANNING•FINANCE
PRC*-LE
SCALE: HORIZ. I'm 50'
VERL 1'- 5'
1865 1865
PROP SED
00
CREEK CROSSING #1 Lo

o '-
O 11
1860 ? a > 1860

II i- w

1-- w
1855 1855
g5 %

1850 1850
' DIP (9 0.6
p
8" P

45
° 00
ow Q i
1845
V) O cD
IL w?M
O
? 0 -1 00
0?f
no0 m O

11 Z
o<
1840 OQ
.
0 II ° m 1840

? ow m

?- V) ?. w
(n 04 L w
J
+,
N

O :3
IO?c In00s
?W» »
Nacc
Nacc
1835 1835
48+00 49+00 50+00 51+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
EAST FROM THE INTERSECTION OF CLAY
CROSSING #1: 1475 FT
.
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
FT. NORTH OF US 64 BUSINESS. 55BROADSTRM M
ASIEWnUE, NC
PH. [phone]
"ll
G
FAX [phone]
l
c
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST. 2000 SHEET 3 OF 5 ENGINEERING- PLANNING•FINANCE
NC
WELL EXISTING WELL /
WELL /
MQ N=503888.90 /
E=555675.92
/
/
/
/
/
/
/
TBM #1 NAIL SET
0 INTERSECTION OF
9' ASPHALT ROAD
& 60" CMP
ELEV = 1875.82'
0
0

_ co

0

' ?f[st
C
D
4&C-vaZ .f1
PROPOSED
8" SEWER LINE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NC 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
Y /
? O
i Lo
1
i rn
i 00
i N
a
g
0
J
c?
W
0
0
bo
in

PLAN
SCALE: 1'e 5V
PROPOSED
8" SEWER LINE
PROPOSED
CREEK CROSSING #2
PROPOSED
SILT FENCE
/ 0 0
o-- - TOWN + CREEK

o
o
k
O PP
LOCATOIN:
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 4 OF 5
STA. 59+20.77 LINE "A" PROPOSED
STA. 10+00.00 LINE "D" PROPOSED
MANHOLE #A23
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
SS BROAD STREET •
ASHEVMLE, NC
M [phone]
FAX [phone]
eMcGill
A S S O C I A T E S
ENGINEERING* PLANNING • FINANCE
PROFLE
'
'
= 50
SCALE: HORIZ. 1
VERT. 1'= 5'
ool

1
o 1.19

w /
z
O --1
o Q 000
tfj0 N
CO
1.11.1
r-, Ln
z z cD (D
_1 J 00 00
M II
OI-
N

N
N
0 cl)
0
_
00 LJ 0
0
+!+ J W w
0'0) :3
`- _ - -
/
1880 V) v):2 cc c w

PROP OS D

CREEK ROSSING #
1875
0 0
w w O
0
n- 0 0 0
a- Cn
1870 oaf 0 co

O N IIO OM II
00
Lo 0 > r In 0 >
T
00 -d 11
M
+J > +J++
1865 N? ?w M00
Q c c ~ Q
V) :2 - (nom c:
10+00 1 1 +00 12+00 13+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
NORTH OF US 64 BUSINESS ON CLAY
CROSSING
485 FT
2
.
#
:
COUNTY INDUSTRIAL PARK ENTRANCE, WHERE THE ENTRANCE 55 BROAD STRM
"
CROSSES TOWN CREEK. ASHEVUIY- NC
PIL [phone]
l
G
M
52-251
FAX [phone]
c
0
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 5 OF 5 ENGINEERING •PLANNING-FINANCE

RESLOPE EXISTING STREAM BANK TO
/"'
i ORIGINAL CONTOURS AND STABILIZE
\
' WITH NATIVE PLANT MATERIALS (TYP.)
/
ANCHOR FABRIC 6
INTO EARTH FILL
INTO EARTH FILL
r.
(TYP.) X MAX
'
12 - I CLASS B RIPRAP
ON 1-1 2 - 2 : 1 SLOPE NORMAL
STREAM °d
(TYP.) LEVEL XMIN.
FILTER FABRIC COVER
IRAFI 14ON OR EQUAL) STREAM BED
`T
i EXTEND RIPRAP A MIN. OF ' , •r/
12' BELOW STREAM I law
DUCTILE IRON PIPE
NOTE:
RIPRAP TO EXTEND 10' UPSTREAM AND
IV DOWNSTREAM ON CREEK BANKS
CREEK CROSSING AND CREEK BANK STABILIZATION
NOT TO SCALE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE. NC 28904
PROJECT: -
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD. WHERE ENTRANCE
CROSSES TOWN CREEK
COUNTY. STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 2000' DATE: AUGUST, 2000 SHEET 6 OF 7
ASHEV I NC
PH. (& 252-0575
55 BROAD STREET gjMcG1*11
PAX [phone]
A S S 0 C, I A T E S
ENGINEERING • PLANNING • FINANCE
CREEK
PRECAST
CONCRETE
A
WATER FLOW
fil-
OA
\-TOP OF STREAM BANK
PLAN
CLASS B
PRECAST RIPRAP-\
CONCRETE
SANDBAGS
-ON FACE
WATER LEVEL WATER LEVEL
(FIELD VERIFY} PLASTIC LINER (FIELD VERIFY)
........... ..
OR
SANDBAGS
AT ANY ::......:.:.......:........:: ..
OPENINGS-- '::' :::.:; _.. _......_
A& .. ........... .....

3'-0" MINI %"' STREAM
BED
PIPE -?
SECTION AA
COFFER DAM DETAIL
A
NOTES
NOT TO SCALE
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 WILL 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.
APPLICANT: PROJECT: -
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE 51 BROADffREE'P Gl"
CROSSES TOWN CREEK As.xc
PH. [phone]
FAX [phone]
COUNTY. STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1"= 2000' DATE: AUGUST, 2000 SHEET 7 OF 7 ENGINEERING- PLANNING•FINANCE

r t
-I
HAYMNIM
PROPOSED ,
SEWER LINE
REPLACEMENT
(TYPICAL)
- -- WAI, 10TM ROAD (SR l1w
PROPOSED
PROPOSED MANHOLE REPLACEMENT
(TYPICAL)
CREEK CROSSING #1
PROPOSED
MAIN SEWER
TRUNK LINE
??'`? \ wvEnsDe sT
PROPOSED
SEWER LINE
REPLACEMEN'
)P'T (TYPICAL)
.••' 11-1-MAJNPROPOSED
SEWER \\
TRUNK LINE
PROPOSED
MANHOLE REPLACEMENT
(TYPICAL)
PROPOSED
CREEK CROSSING
; i
r
rr _ / r

LOCATION MAP - CROSSINGS #1 AND #2
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYNESVILLE, NC 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
FT. NORTH OF US 64 BUSINESS.
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 600' DATE: AUGUST, 2000 SHEET 1 OF 5

EXISTING PUMP STATION
SCALE: 1"= 2000'
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
55 BROAD STRHBT
ASHEVlII.F, NC
PH. [phone]
FAX (828) 252,2518 mclu '111
A S S 0 C' l A T E`
ENGINEERING* PLANNING- FINA*
I
PLAN
SCALE: 1"- 50'
STA. 48+50.00
LINE "A" PROPOSED
MANHOLE #A17
CP 15 - NAIL
N=504331.60
E=556428.78
d?
TOWN CREEK 1
X-1
PROPOSED
SILT FENCE
PROPOSED
CREEK CROSSING #1
ai
STA. 50 25.00
LINE "A" PROPOSED
MANHOL #A18
1 ?
PROPOSED
SILT FENCE
°
l9t
PROPOSED J
8" SEWER LINE
e
4
e
? •YI
Q
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NC 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305 55BROADSTRM
FT. NORTH OF US 64 BUSINESS. ASHEVU.LA NC
PIL [phone]
FAX [phone]
COUNTY: STATE: McGi'll
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 2 OF 5 1 0 ENGINEERING* PLANNING* FINANCE
PROFLE
SCALE: HORIZ. 1'= 50'
VERT. 1'= 5'
1865 1865
PROP SED o

CREEK CROSSING #1 Ln

o `-
o II
1860 ? a > 1860
ui
II F- w

t- w
1855 1855
95 %

1850 1850
' DIP @ 0.6
%
0 %
8' P

45
° 0o
°w Q
1845
0 O cCa
wrir? a woo
Do
O Joo' O
d-
¢II z
OII'
1840 o
0 m511 0:2 511

°
' >
1840
_
In °w a?
cn--1i1
+ w
??w
0
c
d0°OOC Ir
)a0?
?cr>> Of »
V)aCC
(llC-L
1835 1835
48+00 49+00 50+00 51+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
EAST FROM THE INTERSECTION OF CLAY
CROSSING #1: 1475 FT
.
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305 55 BROAD MUM
*
FT. NORTH OF US 64 BUSINESS. ASHEVULE, NC
PH. [phone]
ll
G
M
FAX [phone]
I
c
1
COUNTY: STATE: 9
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 3 OF .5 ENGINEERING- PUNNING- FINANCE
I'
1 I /
? r
WELL EXISTING WELL / ?I I IQ
MQ N=503888.90 / / I I ?
E=555675.92 N
/
/ I

/
a I W
2
0
?0 0
Imo; 0
to
TBM #1 NAIL SET I ,
0 INTERSECTION OF I uj ? N
9' ASPHALT ROAD
& 60" CMP '
ELEV = 1875.82' ! r

PROPOSED
8" SEWER LINE
PLAN
SCALE: 1'- 50'
PROPOSED
CREEK CROSSING #2
PROPOSED
SILT FENCE
O
O a
00
6 "-yC?MP
' Wo?,?y yi
PROPOSED
8" SEWER LINE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NC 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
/ p 00
o+- _ TOWN + CREEK
I
I
I
I
1
I
? j
o ,
k I
APP
LOCATOIN:
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK.
STA. 59+20.77 LINE "A" PROPOSED
STA. 10+00.00 LINE "D" PROPOSED
MANHOLE #A23
PROJECT:
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
55 BROAD STREET •
ASHEvn,LE, NC
PH. [phone]
FAX [phone]
McGill
A S S O C I A T E S
ENGINEERING • PLANNING • FINANCE
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 4 OF 5
PROS AT -]
"
'
= 50
SCALE: HORIZ. 1
VERT. 1'= 5'
„
D ? ? 1.19
?
W /
z
0
o Q 000
- Uj0 N
LOT-.
Z Z ? ?
J J 0000
0 fl- tr) 11
D, cj -Z 11 11
cz; > I?
W N N 00
W W
+ + J r
-
0.0)

- -
_ k-j
/
1880 V) v~) m c S c w cl%
101,
4?•

PROPOSE D

CREEK C ROSSING 2
1875
0 0
w w o
O
EL 0
0- o
rn
1870 ? ?°,. w -
II rn II
°°
o
Loo o >
tLo
>?
aj -u 11
J > + J
No :3-2 `?
'°'
1865 -
0
Q
? >> ?Q >
c
N N?
10+00 11+00 12+00 13+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
NORTH OF US 64 BUSINESS ON CLAY
2: 485 FT
CROSSING
.
#
COUNTY INDUSTRIAL PARK ENTRANCE, WHERE THE ENTRANCE
•
55 BROAD STRMr
CROSSES TOWN CREEK. ASHEVH T R. NC

Fx. (
a2s> zs2-os?s
29) 057
G
M
FAX 8
8
i
c
0
COUNTY: STATE:
CLAY NORTH CAROLINA
O C I A T E S
A S S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 5 OF 5 ENGINEERING* PLANNING•FINANCE
r
VARIES
` ANK TO
BILIZE
' S (TYP.)
ANCHOR FABRIC 6
INTO EARTH FILL
INTO EARTH FILL
(TYP.)
Z:
12' 1$' CLASS B RIPRAP RMAL
ON -1/2 - 2 : i SLOPE REAM
(TYP.) VEL 2'MIN.
FILTER FABRIC COVER
`
*2AFI 14ON OR EQUAL) M BED
T
i EXTEND RIPRAP A MIN. OF IZ
iii 12' BELOW STREAM BED n? <// ?i
IRON PIPE
NOTE:
RIPRAP TO EXTEND 10' UPSTREAM AND
10 DOWNSTREAM ON CREEK BANKS
CREEK CROSSING AND CREEK BANK STABILIZATION
NOT TO SCALE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NC 28904
PROJECT: -
SEWER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
LOCATION:
CROSSING #1: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK
COUNTY: STATE.
CLAY NORTH CAROLINA
SCALE: 17= 2000' DATE: AUGUST, 2000 SHEET 6 OF 7
55 BROAD STREET •
ASHEVUTA NC
PH. [phone]
FAX [phone]
g5.mcGlll
A S S 0 C, I A T E S
ENGINEERING • PLANNING • FINANCE
d
CREEK

WATER
(FIELD
SANDBAGS
AT ANY
WATER FLOW
OF
\-TOP OF STREAM BANK
PLAN
CLASS B
PRECAST RIPRAP?
CONCRETE
.--BARRIER
PLASTIC/ LINER
OR
Y 0' MIN. STRI
BED
PIPE -?
SECTION AA
NOTES COFFER DAM DETAIL
NOT TO SCALE
SANDBAOS
-ON FACE
WATER LEVEL
(FIELD VERIFY)
A
1
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 WILL 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.
APPLICANT: PROJECT: -
CLAY COUNTY WATER AND SEWER DISTRICT SEWER SYSTEM IMPROVEMENTS
P.O..BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NC 28904 ADJACENT PROPERTY OWNERS:
1. CLAY COUNTY
PROPOSED CONSTRUCTION:
INSTALLATION OF 8" SEWER LINE
CROSSING fill: 1475 FT. EAST FROM THE INTERSECTION OF CLAY
COUNTY INDUSTRIAL PARK ENTRANCE AND US 64 BUSINESS, 305
CROSSING #2: 485 FT. NORTH OF US 64 BUSINESS ON CLAY
COUNTY INDUSTRIAL PARK ENTRANCE ROAD, WHERE ENTRANCE
CROSSES TOWN CREEK
COUNTY.
STATE.
SCALE: 1"= 2000' 1 DATE: AUGUST, 20001 SHEET 7 OF 7
.AS MVILT E, NC
PH. 232.0575
55 BROAD STRM g5McG1*11
PAX(828)252-2518
A S S O C I A T E S
ENGINEERING • PLANNTNG • FTNANV'
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
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 11, 2000
Clay County
DWQ Project # 001132
APPROVAL of 401 Water Quality Certification
Clay County Water and Sewer District
Post Office Box 118
Hayesville, NC 28904
Dear Sirs
You have our approval, in accordance with the attached conditions, to place fill material in streams for the purpose of
constructing water and sewer lines at the Blair Creek and Hiwassee River, as you described in your application dated August 30, 2000.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3288. This
Certification allows you to use General 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 send us a new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all 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. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General 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. 27611-7447. 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 Domey at 919-733-1786.
S' erel
en,Ste
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files
Dan Townsend; McGill & Associates
Division of Water Quality • Wetlands/401 Unit
4401 Reedy Creek Rd • Raleigh, NC 27607
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
DWQ ID: CORPS ACTION ID
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #). . , i?r??
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
4l ism?&; . ..
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND ONE (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD
RALEIGH. NC 27609. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Clay County Water and Sewer District
2. MAILING ADDRESS: P.O. Box 118
CITY: Havesville
ZIP CODE: 28904
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SUBDIVISION NAME
STATE: NC
3. TELEPHONE NUMBER (HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
N/A
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Clav
-NEAREST TOWN: Hayesville
n ?
r'm
C rrl
rT1 o z
--i
1

SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Crossing # 1: Blair Creek, where it crosses under SR 1140. Crossing #2: Unnamed tributary
of Hiwassee River, where it crosses under SR 1140. Crossing #3: Hiwassee River, approx.
120 feet north of where it crosses under U.S. 64 in Hayesville. Crossing #4: Hiwassee River,
where it crosses under SR 1300.
BLAIR CREEK, UNNAMED TRIB. OF
6. IMPACTED OR NEAREST STREAM/RIVER: HIWASSEE RIVER, FHWASSEE RIVER
RIVER BASIN: Hiwassee River
7a IS THIS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-IT)? YES ( ) NO ( X ) IF YES, EXPLAIN:
7b. IS THIS PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO ( X)
8a HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO ( X ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO ( X ) IF YES, DESCRIBE ANTICIPATED WORK: N/A
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: NOT A TRACT
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
0
1
V
I Oa. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0
FLOODING: 0
DRAINAGE: 0
LENGTH BEFORE: N/A
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
EXCAVATION: 0
OTHER: 0
TOTAL ACRES TO BE IMPACTED: 0
FT AFTER: N/A
WIDTH BEFORE (based on normal high water contours): N/A
AVERAGE DEPTH BEFORE: N/A FT AFTER: N/A
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL
OTHER: Temporary installation of a coffer dam to allow water line i
11. IF CONSTRUCTION 'O FA WHAT IS
DRAINING TO THE POND? N/A
DA [NLOODING:
FT
FT
FT
OF THE WATERSHED
WHAT IS THE EXPECTED
POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 8 1 /2 BY 11 DRAWINGS ONLY)
Installation of 12-inch and 8-inch ductile iron water line, backhoe or track hoe will be used for
trench excavation. A 3-inch force main will also be installed similarly at crossings #1 and #2.
13. PURPOSE OF WORK: Water System Improvements, Clay County Water and Sewer District
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO M NIMIZE WETLAND IMPACTS)
N/A
n n
15. YOU ARE REQUIRED TO CONTACT TEE US FISH AND WILDLIFE SERVICEAND/011
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: By copy
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
By copy
17. DOES THE PROJECT INVOLVE THE EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( X) NO ( ) (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO ( X )
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( ) NO ( X )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29,
AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BY PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORM WATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM.
iii--*pR 19 C 9Ey k m-,
OWNER'S/AGENT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

t

Asp.
4
0y
Z?
PROPOSED
12" D.I. WA
i
INGL
SEWAGE P STATION ?.•?
CREEK tfOSSlNG #2
????
PROPOSED
12" D.I. WATER LINE -?
M TVA\
PROPOSED
FILTER TANK BUILDING
TVA
PROPOSED
CREEK CR(
RIVER'S EDGE
PROPOSED
3" D.I. FORCE MAIN
PROPOSED
CREEK CROSSING #1
LINE
#3
LOCATION MAP - CROSSINGS #1, #2 AND #31 SCALE: 1" = 1200'
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH 2. CLAY COUNTY
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1: BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140
CROSSING #2: UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE
IT CROSSES UNDER SR 1140. 55 BROAD STRM
'
CROSSING #3: HIWASSEE RIVER, APPROX. 120 FEET NORTH OF PIL(828) -0575
M
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE. FAX[phone]
cGl
ll
0
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1"= 1200 DATE: AUGUST, 2000 SHEET 1 OF 12 ENGINEERING- PIANNING*FINANCE
u
0
PROPOSED
CREEK CROSSING #4 ir; ORBIT
WELL #2 SR o
II? ORBIT
i
;:WELL
1 TOWN MOUNTAIN WELL III $..
1 TOWN OF
;, ob
1 HAYESVLLE N , p.2
sip
?• ?S
--------- ---- - --- - i 8"
W.M. BITTER ROAD
PROPOSED
8" D.I. WATER LINE
G
?? - - i ; - - JARRETT RD.
,I` WELL
N? ; f------------TAP y 1 2 R?AO
A D ON ST,
00
_w
LOCATION MAP - CROSSINGS #4 I SCALE: 1" = 1200'
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE. NORTH CAROLINA 28904
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1, NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE. AN$-S FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #4: HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 1200' DATE: AUGUST, 2000 SHEET 2 OF 12
2. CLAY COUNTY
ASHEVILLE, NC
55 BROAD STREET 9IMcGI*ll
FH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING- PLANNING- FINANCE
N
(D
G O
DRIVE L?
T
?TnP
0)
? r

A
/1? CONCRETE
Ci i-BRIDGE
/
?--"'- - - - - - - -?-.? _ TOE _
PROPOSED CONCRETE
2-12"x1 2"x6" TEE, HEADWALL
2-6" GATE VALVE AND BOX,
6" PLUG,
12" GATE VALVE AND BOX, •//
FIRE HYDRANT
PROPOSED
SILT FENCE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
C-i
Aj
SCALE' IAN 50'

CRETE \
HEADWAL j0P \
?-?
PROPOSED \
4-12" 45' BENDS
PROPOSED
SILT FENCE
PROPOSED
CREEK CROSSING #1
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
LOCATION:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140. 55sROADSTREHr
ASHEVHlY, NC
PH. [phone]
FAX (azs) 252-2518
COUNTY: STATE: McGl"ll
CLAY NORTH CAROLINA 91 A S S O C I A T E S
SCALE: 1" = 50' DATE: AUGUST, 2000 SHEET 3 OF 1.2 ENGINEERING- PI.ANNING•FINANCE
fi k
1805 -- -- ----- r'---- ----- -- 1805
1 /
1 /
1 /
or L
1800 I / 1800
I w /

1 c) /
L / 0 S
i I
12" D
W N
ATER
1795 I m .
. L I
KS
1 /
1 /

1
L-- J
1790 1790
PROPOSED
x 3" D.I. FO RCE MAIN
0
0
0 0 m
1785 w z 1785
o z
O LLJ
\

W Ld
w >
L- I -
----
PROPOSEl
l
°- > Q z CREEK C OSSING #1
1780 O x LLJ > ¢
04 1780

¢ 0 ?
N
O >-
x
=
J PROF"
Q LO SCALE: HORIZ. 1"= 50'
F- I N ch VERL 1"= 5'
V) N N LO v- Li-
30+00 31+00 32+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS

LOCATION:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140.
55 BROAD STREET
ASEIEVILLE, NC
*
PIL [phone]
M
G
ll
FAX[phone]
c
I
COUNTY: STATE: M
CLAY NORTH CAROLINA ASSOCIATES
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 4 OF 12 ENGINEERING •PLANNING•FINANCE
M P?G.?3aX?

\
?Q \
3a?.a \
? d v>
o a6 \
BOX CULVERT \
,CONCRETE \
HEADWALL /
P
5'f
i
CONCRETE
HEADWALL
UY POLE
?k0"
PLM
SCALE: 1"- 50'
-PROPOSED
CREEK CROSSING #2
511/
N.C.D.O.T. R/W
DB 37 PG 198
PARCEL #4
JAMES K. JOHNSON
\
\
\
\
\
\ PROPOSED
12" 90'
\ \ REND
013 k
PROPOSED \ \\
3" D.I. FORCE MAIN \
5'-0" MIN. COVER \ \ \
PROPOSED
12" D.I. FORCE MAIN
JAMES K. JOHNSON \ o
DB 52 PG 248 \
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH WATER LINE
AND 3" FORCE MAIN UNDERNEATH AN
UNNAMED TRIBUTARY OF HIWASSEE RIVER
/
?C \
\?\,, \
?$ \\

w?
x
o°
5'f (TYP.)

PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
LOCATION:
CROSSING #2 UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE 55 BROADSn= •
IT CROSSES UNDER SR 1140. AS1EV=, NC
PH. [phone]
FAX [phone]
(COUNTY: STATE: McGill
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1" = 50' DATE: AUGUST, 2000 SHEET 5 OF 12 ENGINEERING- PLANNING* FINANCE

1820 I 820
I
I
I

1815 I
I
815
I
I
PROPOSED
CREEK CR SSING #2
I
810
1810

J
-
--

1805 -
- - -
--

----- ----? /
/ m
/
oopw- X O
/ Z
Q O m
m
1800 Ld 800
/ O Z
w Q
> Q
O w w
PROPOSED d H > LLJ
LLJ > 1=- J
12" D.I. WATER INE w H Q Q

1795 N_ 795
PROPOSED
" + X< CC w H O
D.I. FORC
3 E MAIN N
O N Q= Q J
O?E „ co n
SCALE: HORIZ. 1"= 50'
vERT. i"= 5' Q X X

'x
-
I ?y?
(N
c = N N
1790 V) ?N? C°L`?`- 790
38+00 39+00 40+00 41+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS

LOCATION:
CROSSING #2 UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE
IT CROSSED UNDER SR 1140.
55 BROAD STRMT
`H? ' Nc
PH. [phone]
"ll
G
M
FAX [phone]
l
c
0
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 6 OF.12 ENGINEERING •PLANNING •FINANCE
io
i..
h
? o
0
n Q. I
PROPOSED _
CREEK CROSSING #3
a PROPOSED
8" D.I. WATER LINE
s?
PROPOSED
° SILT FENCE
° SEE DETAIL
?o C4
Y.
SR 1,300 - _ o0
e
e?

J

L
PLAN
SCALE: 1'= 50'
PROPOSED
SILT FENCE
SEE DETAIL

APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #3 HIWASSEE RIVER, APPOX. 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYESVILLE.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 7 OF 12
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
55 BROAD STRF.6f •
ASHEVU NC
PIL [phone]
PAX [phone]
McGIll
A S S O C I A T E S
ENGINEERING- PIANNING•FINANCE
PROPO ED

1795 CREEK CROSSING 3
1795

1790 1790

1785 1785

1780 1780
PROPOSE
WITH 3'- MIN. C VER
1775 1775

1770 1770
PROF"
SCALE: HORIZ. 1"a 50'
VERT. 1"- V
50+00 51+00 52+00
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118 PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
2. CLAY COUNTY

LOCATION:
CROSSING #3 HIWASSE RIVER, APPROX 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYESVILLE.
55 BROAD STREET •
ASH- NC
Fx. (828)g2a> 252-0s7s
FAX [phone]
McGl
0
COUNTY:
CLAY STATE:
NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 8 OF .12 ENGINEERING •PLANNING •FINANCE
PROPOS PLAN
CREEK CR SSI #4 SCALE: 1"= 50'
PROPOSED
AIR RELEASE VALE PROPOSE
LOCATE AT ACTUA HIGH SILT FENC
POINT EXISTIN 2" WATER
7LINE N
?,CIA 9s'.o
by r
+ \
o
o + o
+ v`
A \ ?
o \
+ o
wv
x
PROPOSED
x 12" D.I. WATER LINE
PROPOSED
BENDS AS REQ'D STA 16 26 PROPOSED
12" GAT VALVE & BOX,
PROPOSED 12"X12" T , 12" PLUG,
SILT FENCE 12" PLUG, APPED 2"
U. S. 64
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
LOCATION:
CROSSING #4 HIWASSE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 9 OF .12
55 BROAD STREET 0
ASHEVU.LE, NC
FS. [phone]
PAX(828)252-2518
A S S O C I A T E S
ENGINEERING- PLANNING*FINANCE

100 PR OPOSED 100
CR EEK CROS SING *4
95 95

90 90

12" DIP WATER LI E
85WITH 3' O" MIN. OVER 85

X
80 0 Q C5 80
1
J 4
Q-i0-
>
J CL W

V) CO > w
1.1
C-3 <L
W W C14
+ H H
V) -i L
Q LLI L
PRoFLE (D
Q N
Q Z
Z. 1' 50
SCALE: VEHOR R I
1'= 5' '

Q ? X
p N (N
? Q n U)
14+00 15+00 16+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
BOX 118
P
O CLAY COUNTY WATER AND SEWER DISTRICT
.
.
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS

LOCATION:
CROOSING #4 HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
5513ROADSTRM
x (92822-0
-0575
"ll
G
M
FAX [phone]
l
c
91
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 10 OF. 12 ENGINEERING •PLANNING-FINANCE
RESLOPE E30STING STREAM BANK TO
M MAL CONTOURS AND STABILIZE
WITH NATIVE PLANT MATERIALS-
ANCHOR FABRIC
INTO EARTH FILL
12" - 1B' CLASS B
FILTER FABRIC (MIRAFI
14ON OR EQUAL)
r!K)RYAL STREAM LEVEL
$' MAX v1_ -T1VARIES V - 12'
EXTEND RIPRAP A MINIMUM
OF 1Z' BELOW STREAM BED
•SERICEA LESPEDEZA. SILKY DOGWOOD (CORNUS AMONUM). SILKY
IMLLOW (SAUX SERICEAJ HAZEL ALDER (ALYUS SERRULRITA) AND
ELDERBERRY (SAMBUEUS CANADENSIS)
PJPW BANK PROTECTION DETAIL
SLOPE REPAIR AS
SHOWN ON PLANS
CONCRETE DEADMAN
PER DETAILS
45' BEND
(Ty°) --,,
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140.
CROSSING #2 UNNAMED TRIBUTARY OF HIWASSE RIVER, WHERE
IT CROSSES UNDER SR 1140.
CROSSING #3 HIWASSE RIVER, APPROX. 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE.
CROSSING #4 HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: NO SCALE DATE: AUGUST, 2000 SHEET 11 OF 12
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
55 BROAD STRSSP •
ASHLMM m, NC
PI- [phone]
PAX (828) 2512518
A S S O C I A T E S
ENGINEERING* PLANNING • FINANCE
TYPICAL CREEK CROSSING

WATER FLOW
CREEK
PIPE
A
OF
CREEK
TOP OF STREAM BANK)
PLAN
cuss B
WATER
(FIELD
SANDBAGS
AT ANY r
PRECAST
CONCRETE
BARRIER
PLASTIC LINER
Tic

3'-0' ION. STREW
BED
PPE
SECTION AA
COFFER DA
NOTES
1. COFFER DAM WILL BE BURT 50 THAT APPROXIMATELY ONE-HALF (1/2)
O' THE STREAM CHANX IS OPEN AT ALL TIMES
Z MATERIAL FROM THE STREW BED SHALL NOT BE USED FOR COFFER DAM.
3. NO EARTHEN MATERIAL SHALT. BE USED FOR COFFER OW OR PLACED
IN STREAM FOR ANY REASON.
A S
ON FACE
W DETAIL
4. STREW BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
CONSTRUCTION OF PPE LINE AND MLL BE RESTORED TO ORIGINAL
CONTOURS MEN WOK IS COMPLETE.
5. ALTERPNATIVE COFFER ROVEO DAM MATR ERIAL IS ACCEPTABLE.BUT SHALL
BY THE ENGINEE
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYNESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1: BLAIR CREEK, WHERE IT CROSSES SR 1140.
CROSSING #2: UNNAMED TRIBUTARY OF HIWASSE RIVER, WHERE
IT CROSSES UNDER SR 1140.
CROSSING #3: HIWASSE RIVER, APPROX. 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE.
CROSSING #4: HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: NO SCALE DATE: AUGUST, 2000 SHEET 12 OF 12
'I
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
ASMVU.LP, NC
55 BROAD STREET McGI*ll
PH. [phone]
FAX[phone] A S S O C I A T E S
ENGINEERING- PLANNING • FINANCE
McGill
A S S D C I A T E S
August 23, 2000
Mr. David Baker
US Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801
Dear Mr. Baker:
PAYMENT
RECEIVED
001132
RE: Nationwide Permit
Water System Improvements
Clay County Water and Sewer District
Clay County, North Carolina
On behalf of the Clay County Water and Sewer District, please find enclosed two (2)
copies of a Nationwide Permit Application Form and two (2) copies of 8 1/2" x 11" drawings
for four (4) stream crossings proposed in the subject project. In general, the project consists of
approximately 45,000 lineal feet of water line and force main, two (2) water storage tanks, a
potable water well treatment facility, and replacement of a sewage pump station.
We look forward to your timely review and approval of this application. If you have any
questions or require further information please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
DAN M. TOWNSEND, E.I.T.
Enclosures
cc: Michael Anderson (w/1 copy)
John Dorney, Water Quality Planning (w/7 copies)
Brian Cole, USFWS (w/1 copy)
Engineering • Planning • Finance
McGill Associates, P.At1 P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]
David Baker
August 23, 2000
Page 2
Renee Gledhill-Early, SHPO (w/1 copy)
Mark Davis, NC Wildlife Resources Commission (w/1 copy)
projects\99526\permits\db23AUGO.doc
DWQ ID: CORPS ACTION ID
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
V'4' 10 tjA- W
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND ONE (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES- MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD
RALEIGH. NC 27609. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Clay County Water and Sewer District
2. MAILING ADDRESS: P.O. Box 118
SUBDIVISION NAME
CITY: Hayesville STATE: NC
ZIP CODE: 28904
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME): (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
N/A
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
n ?
?i
C rn
rn z
COUNTY: Clay -NEAREST TOWN: Hayesville

I
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Crossing # 1: Blair Creek, where it crosses under SR 1140. Crossing #2: Unnamed tributary
of Hiwassee River, where it crosses under SR 1140. Crossing #3: Hiwassee River, approx.
120 feet north of where it crosses under U.S. 64 in Hayesville. Crossing #4: Hiwassee River,
where it crosses under SR 1300.
BLAIR CREEK, UNNAMED TRIB. OF
6. IMPACTED OR NEAREST STREAM/RIVER: HIWASSEE RIVER, HIWASSEE RIVER
RIVER BASIN: Hiwassee River
7b. IS THIS PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO ( X)
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO ( X ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N/A
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: NOT A TRACT
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
7a. IS THIS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ( ) NO ( X ) IF YES, EXPLAIN:
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO ( X ) IF YES, DESCRIBE ANTICIPATED WORK: N/A
0

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER: 0
DRAINAGE: 0 TOTAL ACRES TO BE IMPACTED: 0
lob. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: N/A FT AFTER: N/A FT
WIDTH BEFORE (based on normal high water contours): N/A FT
AVERAGE DEPTH BEFORE: N/A FT AFTER: N/A FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: X CONSTRUCTION OF A DAN1/FLOODING:
OTHER: Temporary installation of a coffer dam to allow water line installation
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED
POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIl'MENT TO BE USED? (ATTACH PLANS; 8 1 /2 BY 11 DRAWINGS ONLY)
Installation of 12-inch and 8-inch ductile iron water line, backhoe or track hoe will be used for
trench excavation. A 3-inch force main will also be installed similarly at crossings #1 and #2.
13. PURPOSE OF WORK: Water System Improvements, Clay County Water and Sewer District
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
F
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FORLISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THEPERNIITAREA THATMAY BE AFFECTED BY THEPROPOSED
PROJECT. DATE CONTACTED: By copy
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
By copy
17. DOES THE PROJECT INVOLVE THE EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( X) NO ( ) (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO ( X )
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( ) NO ( X )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29,
AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED
BYPRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORM WATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM.
'?;iL--pw rv C9E-? L-\q= -,
OWNER'S/AGENT'S SIGNATURE
-i'i- y0
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

h?
e
Z
PROPOSED
12" D.I. WA
INGL
SEWAGE P STATION
PRO SED
CREEK G #2
PROPOSED
12" D.I. WATER LINE
PROPOSED
FILTER TANK BUILDING-

PROPOSED
' CREEK CRI
i
,`?? ?' RIVER'S EDGE
' ' WELL
PROPOSED
3" D.I. FORCE MAIN
r-lTVA
PROPOSED
ivn CREEK CROSSING #1
LINE
#3
LOCATION MAP - CROSSINGS #1, #2 AND #31 SCALE: 1 " = 1200'
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH 2. CLAY COUNTY
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1: BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140
CROSSING #2: UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE
IT CROSSES UNDER SR 1140. 55 BROAD STRFZr
"
CROSSING 3: HIWASSEE RIVER, APPROX. 120 FEET NORTH OF
# AS11>;v?. Nc
Px. [phone]
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE. FAX[phone]
M c Gl
I I
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1"= 1200' DATE: AUGUST, 2000 SHEET 1 OF 12 ENGINEERING* PLANNING •FINANCE
PROPOSED `"
CREEK CROSSING #4 Il? ORBIT
1 i WELL #2
SR
ORBIT
I ;.WELL
TOWN MOUNTAIN WELL III i »
I 8
TOWN OF
I HAYESVLLE $ sR
W.M. SITTE R ROAD _ i PROPOSED
8, D.I. WATER LINE
G
?? - - ; JARRETT RD.
_ -" - - - WELL
/ R?Ao
Ln
Q Tw n 1 2'
CJ_ J tA?
A D ON ST. I
r t 1 _ CD _ 74 -? 'prG
A
LOCATION MAP - CROSSINGS #4
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #4: HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: 1"= 1200' DATE: AUGUST, 2000 SHEET 2 OF 12
SCALE: 1" = 1200'
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
A.SBEVU.LE, NC
55 BROAD STREET gjMcG1*11
PH. [phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING e PIANNING • FINANCE
i
0)
( LO
o('?
GRA" OEL
DRIVE //.
?TUF AA9 /r
IGNGN /.
lyll% CONCRETE

PROPOSED
CONCRETE
2-12"x1 2"x6" TEE, HEADWALL
2-6" GATE VALVE AND BOX,
6" PLUG,
12" GATE VALVE AND BOX, •//
FIRE HYDRANT
PROPOSED
SILT FENCE APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
cli
Al)
-N
r-N
SCALE. 1"- 50'

\
CRETE
HEADWAL . ` TOp \
PROPOSED
4-12" 45' BENDS
PROPOSED
SILT FENCE
PROPOSED
CREEK CROSSING #1
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140. 55 BROADSTREL'r Gl'o
ASHEV T ?,R NC
PH. [phone]
FAX [phone]
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1" = 50' DATE: AUGUST, 2000 SHEET 3 OF 12 ENGINEERING" PLANNING -FINANCE

1805 -' -- ----- r'-- - ----- -- 1805
1 /
1 /
/
1
I / 1800
1 w /

1 U /
1 /
1 i 12" D
I
W ATER
1795 1 m .
. 1795
1 /
1 /

1790 1790
PROPOSED
3" D.I
FOR CE MAIN
0 .
O
0 o m
1785 w Z 1785
O Z
a
Q
li
lw
O .
w > I
w PROPOSE )
m > ¢ Z CREEK C OSSING #1

° (Cl
> Q
1780 X w 1780
?
o v CD
>
n =x O < =
iNt J PROFLE
Q SCALE: HORIZ. 1"= 50'
I- N Lh VERT. 1"= 5'
(n N N CO ?- LL
30+00 31+00 32+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
OCATION
L
:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140.
55 BROAD STREEr
*
ASHEVnl.13 NC
PH. [phone]
M
G
11
FAX [phone]
1
c
COUNTY: STATE: 0
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 4 OF 12 1 ENGINEERING •PLANNING•FINANCE
MPG-? aX??
3 Cam, sc
i
CONCRETE
BOX CULVERT
CONCRETE \ CONCRETE
HEADWALL HEADWALL
/ GUY POLE
P
5't \\ X00
PROPOSED \ \\
3" D.I. FORCE MAIN \
5'-0" MIN. COVER \? \ \\
PROPOSED
12" D.I. FORCE MAIN \
JAMES K. JOHNSON. \ `DB 52 PG 248 \
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 12-INCH WATER LINE
AND 3" FORCE MAIN UNDERNEATH AN
UNNAMED TRIBUTARY OF HIWASSEE RIVER
SCALE. I"- So'
_ PROPOSED
CREEK CROSSING #2
N.C.D.O.T. R/W
DB 37 PG 198
PARCEL #4
JAMES K. JOHNSON
\
\
\
\
\
\ PROPOSED
\ 12" 90' v REND
/
\ 'A
? xv
0
\ ?O
\\\\ \ 5'f (TYP.)
4

PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
LOCATION:
CROSSING #2 UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE 55 BROADSTRBBT McGl*ll
IT CROSSES UNDER SR 1140. ASHEVnJA NC
PH. 252-0575
FAX(828) [phone]
15
COUNTY: STATE:
CLAY NORTH CAROLINA 0 A S S O C I A T E S
SCALE: 1" = 50' DATE: AUGUST, 2000 SHEET 5 OF 12 ENGINEERING* PLANNING•FINANCE

1820 I
820
1
I

1815 1
I
815
I
I
PROPOSED
1810 CREEK CR OSSING #2 , 810

EXISTING non
Imn J
-
1805 ----

\ / m
\ / D X
m
/ Z
Q O
m
1800 800
/
\ O
? Z

a
a
/ CL
\ w Ld
PROPOSED
" W
d I -- >
D.I. WATER
12 LINE
Lu J Z Q
1795 N = Q Q > 795
?
I. FORC
3" D E MAIN O X O - ~
H }
.
PROFN_E ^ C"4 _
"t N
Q 2 Q J
(1) n
SCALE: HORIZ. 1'= 50'
"
' x r- x L,J
VERT. 1
= s I-- N 1-
N N
1790 N- CO L`
`- ? 790
38+00 39+00 40+00 41+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS

LOCATION:
CROSSING' #2 UNNAMED TRIBUTARY OF HIWASSEE RIVER, WHERE
IT CROSSED UNDER SR 1140.
55 BROADSTRESr
ASF?m" 7"R NC
1'H. [phone] M
"ll
G
FAX [phone]
l
c
COUNTY: STATE:
0
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 6 OF.12 ENGINEERING* PI.ANNING•FINANCE
1
a PLAN
^_? o PROPOSED SCALE: r= 50'
CREEK CROSSING #3
? o
PROPOSED
a Q 8" D.I. WATER LINE PROPOSED
e SILT FENCE
SEE DETAIL
c„ PROPOSED
SR1300
[*galas*
4
°
+ SILT FENCE
° SEE DETAIL
x
o°
I

a
'O
J
V
1 •
y \
T
f
•
IN, ?= C\
Y7 ? jZL
IN,
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #3 HIWASSEE RIVER, APPOX. 120 FEET NORTH OF 55 BROAD STREEr
WHERE IT CROSSES UNDER U.S. 64 IN HAYESVILLE. ASHEVUIM, NC
PIL [phone]
FAX [phone]
COUNTY: STATE: McGl"ll
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: 1"= 50' DATE: AUGUST, 2000 SHEET 7 OF 12 ENGINEERING- PLANNING•FINANCE
PROPO ED

1795 CREEK CROSSING 3 ?-
1795

1790 1790

1785 1785
A
1780 Z f 1780
PROPOSE
WITH 3'-
1775 " MIN. C VER
1775
mom=
1770 1770
PROFILE
SCALE: HORIZ. 1"= 5W
VERT. 1"= 5'
50+00 51+00 52+00
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. 80X 118 PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE. NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR .(4) LOCATIONS
2. CLAY COUNTY

LOCATION:
CROSSING #3 HIWASSE RIVER, APPROX 120 FEET NORTH OF

WHERE IT CROSSES UNDER U.S. 64 IN HAYESVILLE.
55 BROAD STREET
ASHEVULE, NC
PM(828)252-0575
FAX [phone]
McGI*ll
95
COUNTY:
CLAY STATE:
NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 8 OF .12 ENGINEERING- PLANNING- FINANCE
PROPOS PLAN
CREEK CR SSI #4 SCALE: 1-m 50•
PROPOSED
AIR RELEASE VALVE PROPOSE
LOCATE AT ACTUA HIGH SILT FENC
POINT EXISTIN 2" WATER
N
LINE
ti
+
o t +
O
t
t \
A \ }°0
t \
t
wv
x
PROPOSED
12" D.I. WATER LIN
PROPOSED
BENDS AS REQ'D STA 16 26 PROPOSED
12" GAT VALVE & BOX,
PROPOSED 12"X12" T , 12" PLUG, \
SILT FENCE 12" PLUG, APPED 2"
U. S. 64
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #4 HIWASSE RIVER, WHERE IT CROSSES UNDER
SR 1300.
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
STATE:
NORTH CAROLINA
DATE: AUGUST, 2000 SHEET 9 OF .12
55 BROAD STREET 0
ASHEV LR, NC
PH. (828) 52-0575
FAX (828) [phone]
N., A S S O C I A T E S
ENGINEERING- PLANNING* FINANCE

100 PR OPOSED 100
CR EEK CROS SING #4
95 95
-------------
90 90

12" DIP WATER LIN E
85WITH 3' O" MIN. OVER 85

X
80 0 80

j J
b 'd n-
J ?
W
> J r'
W ¢ W
]
(n ILO 1, 1
I-
W W +

IL
O W
L

PROFLE
<
cO 0 N
O Z SCALE: HORIZ. 1"- 50'
1"= 5'
VERT Q ?X
? O . I-- N N
n Q V) .-
14+00 15+00 16+00
APPLICANT: PROJECT:
CLAY COUNTY WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS
P.O. BOX 118 CLAY COUNTY WATER AND SEWER DISTRICT
HAYESVILLE, NORTH CAROLINA 28904 ADJACENT PROPERTY OWNERS:
1. NCDOT
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH 2. CLAY COUNTY
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS .

LOCATION:
CROOSING #4 HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
55 BROAD STRM
ASHEVUTA NC
PH. (828) 252..0575
" I I
G
M
FAX [phone]
l
c
0
COUNTY: STATE:
CLAY NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN DATE: AUGUST, 2000 SHEET 10 OF. 12 1 ENGINEERING -PLANNING -FINANCE
RESLOPE EIOSRNG STREAM BANK TO
ORKWAL CONTOURS AND STABIUZE
NTH NAIVE PUNT MATERIALS-
ANCHOR FABRIC
INTO EARTH FILL
tr - 1B- CLASS 8 RIPRAP
?NORYAL 571TEAY LEVEL
r MAIL 0
IVAREES D- - 12-
RIPRAP A MINIMUM
BELOW STREAM BED
-SERKrA LESPEDEZA. SILKY DOGWOOD (CORMS AYONUM). SK.KY
MALLOW (SAU% SERICEA). HAZEL ALDER (ALMUS SERRULATA) AND
ELDERBERRY (SAMSUEUS CANAOENSIS)
RPRAP BANK PROTECTION DETAL
SLOPE REPAIR AS
SHOWN ON PLANS
CONCRETE DEADMAN
PER DETAILS
45- BEND
(m') -\
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYESVILLE, NORTH CAROLINA 28904
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH.
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1 BLAIR CREEK, WHERE IT CROSSES UNDER SR 1140.
CROSSING #2 UNNAMED TRIBUTARY OF HIWASSE RIVER, WHERE
IT CROSSES UNDER SR 1140. -
CROSSING #3 HIWASSE RIVER, APPROX. 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE.
CROSSING #4 HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
CLAY NORTH CAROLINA
SCALE: NO SCALE DATE: AUGUST, 2000 SHEET 11 OF 12
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
1. NCDOT
2. CLAY COUNTY
ASI EV=. NC
55 BROAD S1RF.BT !MMCGI'oll
PH.[phone]
FAX [phone]
A S S O C I A T E S
ENGINEERING- PLANNING • FINANCE
TYPICAL CREEK CROSSING_

WATER FLOW
CREEK
PIPE
A
OF
TOP OF STREAM BANK)
PLAN
SECTION AA
COFFER DAM DETAIL
NOTES
I. COFFER DAM WILL BE BUILT SO THAT APPROMMATELY ONE-HALF (1/7)
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES
2 MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED
IN STREAM FOR ANY REASON.
APPLICANT:
CLAY COUNTY WATER AND SEWER DISTRICT
P.O. BOX 118
HAYNESVILLE, NORTH CAROLINA 28904
4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
CONSTRUCTION OF PIPE LINE AND WILL BE RESTORED TO ORIGINAL
CONTOURS WHEN WORK IS COMPLETE.
S. ALTER??VOCOF ER ENGINEER AL 15 ACCEPTABLE BUT SHALL
t
PROJECT:
WATER SYSTEM IMPROVEMENTS
CLAY COUNTY WATER AND SEWER DISTRICT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
INSTALLATION OF 8-INCH AND 12-INCH
WATER LINE AND 3" FORCE MAIN UNDERNEATH
STREAMS AT FOUR (4) LOCATIONS
LOCATION:
CROSSING #1: BLAIR CREEK, WHERE IT CROSSES SR 1140.
CROSSING #2: UNNAMED TRIBUTARY OF HIWASSE RIVER, WHERE
IT CROSSES UNDER SR 1140.
CROSSING #3: HIWASSE RIVER, APPROX. 120 FEET NORTH OF
WHERE IT CROSSES UNDER U.S. 64 IN HAYNESVILLE.
CROSSING #4: HIWASSEE RIVER, WHERE IT CROSSES UNDER
SR 1300.
COUNTY: STATE:
BUNCOMBE NORTH CAROLINA
SCALE: NO SCALE DATE: AUGUST, 2000 SHEET 12 OF 12
1. NCDOT
2. CLAY COUNTY
55 BROAD S'IRF.BT •
ASHEVILLE, NC
PH. [phone]
FAX [phone] UMcG111
A S S O C I A T E S
ENGINEERING- PLANNING* FINANr
CREEK