19970207 Ver 1_Complete File_19970320 (2)

State of North Carolina
Department of Environment, A'kT'19;WA
Health and Natural Resources / • •
Division of Water Quality
James Hunt, Governor p E H N�
Jonathan B. Howes, s, Secretary
A. Preston Howard, Jr., P.E., Director
March 20, 1997
Buncombe County
WQC 401 Project #970207
APPROVAL of 401 Water Quality Certification
Metropolitan Sewage District of Buncombe Co.
P.O. Box 8969
Asheville, NC 28814
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in 0.60 acres of
wetlands or waters for the purpose of constructing a sewer line along Gashes Creek and US 74, as you
described in your application dated 25 February 1997. 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 or General Permit 049 when it is issued by the Corps of Engineers.
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. 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) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. 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.
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 Dorsey at 919- 733 -1786.
Sincerely,
1,
ton How , Jr. P.E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Michael Calhoun; Vaughn & Melton
970207.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled /10% post consumer paper

vang6n & Melton
Consulting Engineers
1419 Patton Avenue
Asheville, North Carolina 28806
Tel. [phone]
FAX. [phone]
email:vandmavill @circle.net
February 25, 1997
Mr. John Dorney
Division of Environmental Management
NC Department of Environment, Health,
and Natural Resources
PO Box 29535
Raleigh, North Carolina 27626 -0535
Subject: U.S. 74 Sanitary Sewer Interceptor
Buncombe County, North Carolina,
Metropolitan Sewerage District of
Buncombe County.
Dear Mr. Dorney:
�,� ? 0 �.�
4011 I &SUZ;
Please find enclosed seven copies of the joint form for C.O.E. and 401 certification for the
referenced project.
The drawings have been copied from plan sets to 8 '/2 " x 1 l " sheets and are numbered to
reference the attached list of crossings and the quadrangle map copies.
This project will be included in an NCDOT roadway contract for widening U.S. 74 in
Buncombe County (R- 2306A).
A finding of No Significant Impact was issued for the roadway corridor, which is the same
corridor as this sanitary sewer project.
If you have any questions please give me a call at 253 -2796.
Sincerely,
VAUGHN & MELTON CONSULTING ENGINEERS
rri
Michael A. Calhoun, P.E. c a
MAC /ms
AA 1993139301 -0 1 Womcy.cor
Middlesboro, KY • Greeneville, TN • Asheville, NC

DEM ID:� ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit ft General Permi t No. 198100049
JOINT FORM FOR
�'1 ~ Nationwide permits that require notification to the Corps of Engineers
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] ATI'N: 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. DMSION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
2. Owners Address: R• Qffi ro Pr)v :C..• A-zhpvi 11 P ant th (Ar�i i •. 9881
3. Owners Phone Number (Home): N/A (Work): (704) 254 -%46
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: Ashevi 11 e
Specific Location'(Include road numbers, landmarks, etc.): See attached conies of U.S.G.S. ouadrangle maps.
6. Name of Closest Sftam/River. Gashes Creek
7. River Basin: . Swannanoa River
8. Is this project located in a watershed classified -as Trout, SA, HQW, ORW, WS I, or WS 11? YES
9. Have any Section 404 permits been previously 'requested for'use on this property? YES [ ]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled: N/A
Drained: N/A
Fled: N/A
Excavated: 0.6 ac. (Temporary trench for line work)
Total Impacted: 0.6 Ac.
[I NO[]
NO [X]
0.6 acres

12. Description of proposed work (Attach PLANS -8 1/2" X 11" drawings only): Subaqueous Creek Crossinq for
gravity sewer lines
13. Purpose of proposed work: Replacement of badly deteriorated existing sewer lines
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. See bel ow
15. You are required to contact the U.S. Fish and Wildlife Service ( USFWS) and/or National Marined.sFissheeries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered orthreatenedS p[ J o NOti'eal
habitat in the permit area that may be affected by the proposed project. Have you dono so?
RESPONSES FROM THE USFWS AND /OR NMFS SHOULD BE FORWARDED TO CORPS.
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? Have you done so? YES [ ] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property ?_Cmprrial RPgirfanti'al
F. If applicable, what is proposed method of sewage disposal? No new sewage flows are qenerated by this project
Owner's Signature / Date
14. This project consists of replacement of approximately 10,000 l.f. of existing sewer interceptor. Existing
site restrictions necessitate the river crossings. This project will be incorporated into an NCDOT roadway projec
within the same corridor. Only the creek crossings that occur outside of the normal NCDOT road work are shown
in this permit application.

_ 7
Hemphill
40 Knob LEGEND
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PROPOSED SANITARY 10 12 12 12
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OTEEN, N.C.
35082 -E4 -TF -024 p '
1962
PHOTOREVISED 1990 \ 3 Vaughn&Helton
DMA 4555 III SW— SERIES V842 i
Consulting Engineers
NOT TO SCALE \ 1419 Patton Avenue
I m Asheville, NC 28806

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4
5
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US74 SANITARY SEWER INTERCEPTOR
STREAM CROSSINGS
PROJECT NO. 39301 -01
U -29
115 +80 - 116 +70
U -29
119 +20 - 120 +40
U -37
153 +15 - 154 +25
U -39
161+45-164+54
U -39
164 +58 - 165 +30
U -39
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U -39
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U -39
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U -41
176 +70 - 177 +10
U -43
181+15-181+75
U -45
192 +25 - 192 +85
U -45
193 +95 - 194 +30
U -45
198 +50 - 199+10
U -47
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18 "DIP GASHES CREEK
18 "DIP UNNAMED TRIBUTARY TO GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
8 "DIP UNNAMED TRIBUTARY TO GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
12 "DIP GASHES CREEK
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' 2180
2168
CLASS I RIP RAP
SLOPE PROTECTION APPROX, EXIST.
EX. 8"
SAN. SEY
X2160
:21 rz4
c+0 h
h h
a
N
2140 �-
STREAM CROS ING No. 9
LUMP SU BID
40 LF CLAS 350 DIP
ENCASED IN CONC.
12" �
IP CCL 'SS 350)
nom, x.02 2162

y 00'00 +�
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Set r.•f y t�+ �� X iv, 1 ,
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E
CLAS I RIP RAP
SLOP PROTECTION
2180
- - -- tea'
12" Dl (CLASS 350)
324.7 L.F. 02-12%
i I
2160
2140
t
oo
Q
W
40
co
r
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f ROADMIAI
co
s I a
STREAM CROS ING No. 10
LUMP S M BID
60 LF CLAS 350 DIP
ENCASED I'V CONC.
- 169.95
2169.75
181+00 18 +00 181+OG

CONST—EASEM
mm mum umm
.a own Wpm
GLASS I RIPRAP ,MJ1�
SLOPE PROTECTION
i CLASS I RIPRAP SLOP
SLOPE PROTECTJS�N... — . ,...r • — .
'. . — • —...�. �r..�. —. �. �. Now
. ow
pERM�EASEMENT
mm
��.
L "m GOV.r- '�'' CONST- EASEMENT
55 0_
p1 J. L. SALES
t DB 766 PG 119
ttto 2
Ss
uo
c \:
+' 7 '—' TYPICAL
E E C
A
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A �

w -
A 2200
'i
.58 LO
N
80 � +
Q
s
50
CLASS I RIP RA
SLOPE PROTECT
e DIP �C�„A,S , 3 0)
- =
4.4 0.83 L.F. o .02%
Y /
00
0)
Q
STREAM CROSSING No. 11
LUMP SUM Ew
60 LF CLASS 350 DIP
ENCASED IN CONC.

_ •f
CONST— EASEMENT
15
umw
MH 55
PERM — EASEMENT: 194'30.34•
fte
ROPOSED 12' SEVER ' • • .
RIPRAP IPRAP � �•.
PROTECTjQ� SLOPE . PROTECTON
� � .r. �� •� �� i. �� r �� any �� � �� �.� �� �■ �. �i� �• � • � . _
+ 1�T0'TTEs. CONTRA7'�.� .
NST— EASEMENT ss •.�_ V PONP..;4Q,.EARLY 1T I DRAIN An,
�.45 `C ST
O
Q
FILL PIOND
--------------------------------
+
PROP. �- 35� -�':.,��''- - A
A
2 6 C &G .4 s6.o v
0 0� o

h 4 ,,
CLASS I IP RAP
SLOPE PIIOTECTION
P (cuss s
.83 L.f. O ?.02%
w3
�7 u�
CO
1 �a
T
cn i
- 2196.0E
O
00
O
1�
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c0
s .
STREAM CROSSING
No. 12
LUM
3 SUM BID
35 LF
LASS 350 DIP
ENC
ED IN CONC.

vt
w
PROPOSED 2. SEWER
• �-• SALES CLASS 1 -
766 PG rrs SLOP RiPRAP TjQN
U2 !Uwe
- ,.., -, . -• by ''..•i
......._...., r, � ._. ' •.,...►. CLASS t RIPRAP Mom
DrE ANENT ♦ � ! CONS r -�A
GE EASEMENT ss '�'o N9.M• - _ ."' `• SMFNT
— E ss ss
_____— ___ —f_ ___ - - -__ O xy
p
2212.51 D)
R R/W
22 05.86
F
~�17
REV r - PRopR /W
0 ce
A -
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G
1
_

7
Go
0
r
N
2220
EX. 8" I
SAN. SEWER--0
C LASS I RIP RAP
SLOPE PROTECTION
I �
» SS 3
CLA
' •r
06%
N 2203.92
2203.72—/ .�. .�
00 rn
rn o�
s now
STREAM CROSSING No. 13
LUMP SUM BIB
60." 6 LF CLASS 350 DIP
NCASED IN CO JC.
12 I�IP
317.85 L.F. O 1
2200
2180
1,

�6
R� C Q - • its . - - E.5
3A o
qq �2
F.
lei
'
FIX
Ifs • -
. O
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ER � Np
rl
C� 3RAP �� '- `., , }��:; . j. � < . � , - _ Fiy _ •♦ N� -�
35 c4�.+� � =� °< D .; - : ; '♦.T r -fJ ���;.
+62 �• .REV i
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1
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i U ^I t i7 `� p ..
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1 60
0

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N
Q
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LL1
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F-
Q
O
N
H
N
APPROk
CLASS I RIP RAP
PROTECTION
O
O
N
r&JCLASS, 350)
317.85 L.F. 0 1.50%
s
220869
M
O
O
N
a
s
STREAM CROSSING No." 14
LUMP SUM BID
60 LF CLASS 350 DIP
ENCASED IN CONC.
SS 350
12
3
EXI