19930799 Ver 1_COMPLETE FILE_19930917

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1894;Z:1 l
IN REPLY REFER TO
October 1, 1993
Regulatory Branch
Action ID No. 199304709 and Nationwide Permit No. 12
and Bedding)
County of McDowell
c/o Charles Abernathy
10 East Court Street
Marion, North Carolina 28752
Dear Mr. Abernathy:

:iliiry''Line Backfill
Reference your September 15, 1993 application, submitted on your behalf by
McGill Associates, for Department of the Army (DA) authorization to install an
8-inch sewer line with associated riprap across an unnamed tributary of Youngs
Fork in Marion, at SR 1707 (Park Street), in McDowell County, North Carolina.
Less than 1/10 of an acre of headwater stream channel will be impacted and no
wetlands will be impacted by the work. This project has been coordinated with
the NC Wildlife Resources Commission (WRC).
For the purposes of the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization, pursuant to Section 404 of the Clean Water Act, was provided
for the discharge of material for backfill or bedding for utility lines,
including outfall and intake structures, provided there is no change in
pre-construction contours.
Your work is authorized by this NWP provided it is accomplished in strict
accordance with the enclosed conditions and provided you receive a Section 401
water quality certification from the North Carolina Division of Environmental
Management (NCDEM). You should contact Mr. John Dorney, telephone (919)
733-1786, regarding water quality certification. This NWP does not relieve
you of the responsibility to obtain other required State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the NWP authorization is reissued without modification or the activity
complies with any subsequent modification of the NWP authorization. If during
the 2 years, the NWP authorization expires or is suspended or revoked, or is
modified, such that the activity would no longer comply with the terms and
conditions of the NWP, activities which have commenced (i.e., are under
-2-
construction) or are under contract to commence in reliance upon the NWP will
remain authorized provided the activity is completed within 12 months of the
date of the NWP's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case basis to modify, suspend or
revoke the authorization.
Questions or comments may be addressed to Mr. Steve Chapin, Asheville
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (with enclosure):
Mr. Clayton R. Morrell
McGill Associates, P.A.
Post Office Box 2259
Asheville, North Carolina 28802
Copies Furnished (without enclosure):
VIr . John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
NC Wildlife Resources Commission
Mr. Chris Goudreau
Route 6, Box 685
Marion, North Carolina 28752
State of North Carolina
Department of Environment, F:"XMA1
Health and Natural Resources A
4
Division of Environmental Management- -N
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary E:) E H N F1
A. Preston Howard, Jr., P.E., Director
September 21, 1993
Mr. Charles Abernathy,
County Manager
County of McDowell
10 East Court St.
Marion, N.C. 28752
Dear Mr. Abernathy:
Subject: Proposed fill in Wetlands or Waters
Sewer line construction
McDowell County
DEM Project # 93799
Upon review of your request for 401 Water Quality Certification
to place fill material in 0.002 acres of wetlands or waters which are
tributary to Youngs Fork for sewer line crossing located at SR 1707
(Park St.) in McDowell County as described in your submittal dated 15
September 1993, we have determined that the proposed fill can be
covered by General Water Quality Certification No. 2664. A copy of
the General Certification is attached. This Certification may be used
in qualifying for coverage under Corps of Engineers' Nationwide Permit
No. 12.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
If you have any questions, please contact John Dorney at 919-733-
Sincerely,
Freston Howard, Jr. P.E.
93799.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Ashev 11P EM Regional Office
n o
Central Files
Clayton Morrell; McGill Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
WGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
September 15, 1993
Mr. John Dorney 40
Water Quality Planning II ll
Department of Environment, Health, and?VD
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626
SEP 1 71993
RE: NWP 12
Sewer Line Extensions - Morehead Road
McDowell County, North Carolina
Dear Mr. Dorney:
Please find for your review and approval for the subject project:
1. Seven (7) copies of the "Joint Form" (NWP 12) signed and
dated for a Section 401 Certification
2. Location Map of the overall project area
3. Plan of sewer crossing
4. Details
Copies of this application form are also being sent to the United States Army Corps of Engineers
and the North Carolina Wildlife Resources Commission for their approval.
If you have any questions, please contact us.
Sincerely,
McGILL ASSOCIATES, P.A.
?y
C/ i? x wj
CLAYTON R. MORRELL
CRM/pb
Enclosures
cc: Charles Abernathy
92190
P.O. BOX 2259 704/252-0575 38 ORANGE STREET
ASHEVILLE, NC 2BB02 704/252-2518 [FAX] ASHEVILLE, NC 28801
DEM ID: ')! ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 12
4W io.-
JOINT FORM FOR -ft D
]Nation"'ide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINMERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
R'ilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNNG
DIVISION OF ENVIRONTMEN"I
NC DEPARTMENT OF ENVIR
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF EN"
PLEASE PRDTIT.
'U-9 77
SEP
1. Owners Name: County of McDowell
2. Owners Address: 10 East Court Street Marion North Carolina 28752
3. Owners Phone Number (Home):
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Charles Abernathy, Count Manager
IO East Court Street, Marion, North Carolina 28752
_(704) 652-7121
5. Location of work (MUST ATTACH MAP). County: McDowell
Nearest Town or City: Marion
Specific Location (Include road numbers, landmarks, etc.): at culvert in stream crossing S.R. 1707 (Park Street)
6. Name of Closest StreamiRiver. Youngs Fork
7. River Basin: Catawba River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, VG'S I, or WS II? YES [ ] NO [X]
9. Have any Section 444 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 project site:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0.002
Drained:
Flooded:
Excavated:
(Work): [phone]
Total Impacted: 0.002
a
12. Description of proposed work (Attach PLANS-8 1/2" X 1l" drawings only): Construction of new 8-inch sewer
line across stream and placement of rip rap stream bank stabilization
13. Purpose of proposed work: TO provide gravity sewer service to property owners and discontinue use of
septic drain fields.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. Only access to existing sewer system; minimum width will be used for
equipment movement.
I5. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or 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. Have you done so? YES [ ] NO [7Q
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 [ J NO [XJ
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? Residential and Commercial
F. If applicable, what is proposed method of sew\ag\e disposal? N/A
I 11 \ n I ,. n 17.
Owner's Signature
Charles Abernathy - County
County of McDowell
I ? Io H -)
Date
1_. ( y \....• / ) /? ti I I I 1 4w VlX I,j(,, 1(\-/ ?.Llar ??.
\ /i •??'. // ?- \' 1 ?Jii lG2U iI F11 //? j\ 1 )`` \
•i , ?'? ' f I . 3,' ?; j`? _. ? - ?- M mo ?'e1-Pst?
_cJ
sa
i r ( I% I /1 i\ i '? • • i I f7320'. .P70 t
I?C11nC ,f}(
- 0-
pre ?,• . ' \ ; -? ??\ ? ?' , ,. ` ,? -',? ? ? 1, ,?, ?. ? ? ' ? ?`" ~ ??? o°
:4 - -_?
1 i . x /SdG: .? (/ `?? ? \J • j• 1 ? " ? • 135 r. ?/? ? /?•
Langding? . f - 1 \ 1501 , ( 1 ;., %.?' 03 1 ?: @ / ( \\ !r' 1
I L\(?1?,? ? ,` "-. ?IL<r-r i? ??+-•: -7 `r?-?'r- :\?.!'- -? •?_i •? • .?• j'. ;?111? O .i ? /-_"
_`? \?) 1• • /• 1 i j \y\\ `_ •?'i " "i / ?- .1 U' I - / ,\ S• • ?r •/ ?111 ??j ?ile
?206? ? ? ,,? _ .. ? Pte' ?4,??.?I ,ah:-1? -- •I.i?? / ? ?_ ( ??•_. ?',• 1 01 ial/ 70 a t ,? ch
191• (??s• fiy?: to e. 2 ?? rt ? °
All
\, c ,• -?'?__- ? \\ X12' 1 i / WT,: ?. ? // 0
Z' Park 11 l l5« ?'J T i//
..1195 .? Cr»sa?:c . ) ' ? I j ' _ -- `- ' , .x r. _ ? \' (? i .)?j... / /• C
dim -
/. 1918 ? .•? I ? ? o I / ??1 ? -. '? / ?? \/ ?\l'?• ••?. \ ??'•.,' ? /1 O ?/\??\\_
7Ik/965 ??. i /, i?) ••• r? \, I J'
Q 1 © ?. 1 11?????J ;,d,J??? n1 Ch
Bethlehem C1h
fist 1! _) -- ? - ---,•'?i:'-;,?;71c _ ( f`. 1 '. j ,J 'c'' , - • `? /?. (c ` ?z? `?'pL ?0 4 ?!
500 r v,,'. * l` , D j!
1,/C17?
\ - 1. j/ L•J 1 ./ ?,ll ?' lj ,; ; .% ?-I`?.. ;)l .?Il _ , y??`?,.1????0?., ? -f.
HQ
,.i
\ ` ?. I ( /6169) t Grant M n ), ?? "• 1 ,.
ape
^ Ohl
Id60 ---- 0406
/ ! )1 1 1 /? 1400 ?)
'/ i J / y JI •,^
j 13
I l r_ - ;, `?l rte' ?? \' f''?-? •`?\
1385 ?/ /i _i../ .\ ??`??,1 1 \ll ?' -n?\\, 7/,/?? ?J i) 1 o?\J?;\?1• • _
STA. 11+38.40 LINE 1 PROPOSED
STA. 10+00.00 LINE 1 PROPOSED
NECT TO EXIST. MANHOLE
B.M.= NAIL IN SOUTH
SIDE OF UTILITY POLE
ELEV. = 1348.64 --,
O,_ P
13?55H.2??S`_ .k Nql(
a" ?? s?_r?5 ra•
N 72' 37' 44" W
EMH INVa133L61
TOP-1346.31

y
PROPOSED
RIPRAP STREAM
BANK PROTECTIO
(10 SQ. YD.)
CONTRACTOR TO VERIFY
BEFORE CONSTRUCTION
EXACT LOCATION OF EXIST.
WATER LINE AT STREAM
f
h
?f 2"X 72"CMP
1341.24
f/t
i
i
E
O?EEA
? aQ
. ??
6" WATERLINE UNDER
?.
STREAM IS DIP ANq
ENCASED IN CONCRETE
N 72" 34' 04" W
138.40'
N 1- 47' 32" E
173.73'
\ STA. 13+12.13 LINE 1 PROPOSED
MANHOLE
N 39" 53' 48" W
35.39'

330/846,76.2
TOE B?tNK
TOMMY WILLIAM HARVEY
DRAWWG NAME: RRB?
12' - 18" CLASS B RIPRAP
ON 1-1/2 - 2 : 1 SLOPE
EXISTING BANK
(TO BE RESLOPED & STABILIZED)
112-2 STREAM LEVEL
1
- VARIES 6° - 12'
6' LAYER DENSELY ?.
GRADED FILTER STONE
EXTEND RIPRAP A MINIMUM
OF 8' BELOW STREAM BED
RIPRAP BANK PROTECTION DETAIL
NOT TO SCALE
SDEC011
4' MIN.
SECTM AA
NATURAL
GROUND
CLASS B RIPRAP
(18" MINIMUM THICKNESS)
TER FABRIC BLANKET
TEMP. 18' CMP
FOR STREAM FLOW
2'
FILTER FABRIC
BLANKET
A
10'
6" OF x#57
WASHED STONE
??2--
11,
`-CLASS B RIPRAP
(USE FOR STREAM BANK
A PROTECTION AFTER
CONSTRUCTION)
RIPRAP FILTER DAM
NO SCALE
SANDBAGS
STREAM
BED
PROPOSED
SEWER LINE
3
SDE000/