HomeMy WebLinkAbout19920528 Ver 1_COMPLETE FILE_1992100100.&'V4
DEPARTMENT OF THE ARMY L5 p
WILMINGTON DISTRICT, CORPS OF ENGINEER
P.O. BOX 1890 NOV '
V I lJ
WILMINGTON, NORTH CAROLINA 28402-1890
Q, W
IN REPLY REFER TO November 3, 1992
Regulatory Branch
SUBJECT: Action ID. 199202572 and Nationwide Permit No. 12 (Utility Line
Backfill and Bedding)
Rocky Mount-Wilson Airport Authority
C/O Mr. Timothy A. Hemker
W. K. Dickson, Incorporated
1924 Cleveland Avenue
Charlotte, North Carolina 28203
Dear Mr. Hemker:
Reference is made to your application of June, 1992, for Department of the
Army authorization to place fill material into waters and wetlands associated
with an unnamed tributary to the Tar River to effect installation of a 6-inch
diameter gravity force main near Sharpsburg, Nash County, North Carolina.
By letter dated June 29, 1992, you were advised that the proposed work could
be authorized by a nationwide permit in our regulations (No. 12) provided all
permit conditions were adhered to, including our written approval of submitted
plans for the project. By letter dated August 31, 1992, you submitted
workplans along with a brief description of the proposal.
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.
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 nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions. This
nationwide permit does not relieve you of the responsibility to obtain any
required state or local approval, including a Section 401 Water Quality
Certification. Questions concerning Water Quality Certification should be
addressed to Mr. John Dorney, North Carolina Division of Environmental
Management, at telephone (919) 733-1786.
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 nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
r : to
-2-
would no longer comply with the terms and conditions of the nationwide permit,
activities which have ccmTenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit'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. John Cameron, Raleigh Field
Office, Regulatory Branch, telephone (919) 876-8441.
sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department 'of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Wa Quality Section
Di sion of Dnviromental Management
Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
...,. *46
TAYI
?T d _ F
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Iloward, Jr., P.P..
William W. Cobey, Jr., Secretary October 1, 1992 Acting Director
Mr. Hans Hess, Airport Manager
Rocky Mount-Wilson Airport Authority
Route 2, 250 Airport Road
Elm City, N.C. 27822
Dear Mr. Hess:
Subject: Proposed fill in
Sewer extension
Nc4h County
Wetlands or Waters
for Rocky Mount-Wilson Airport
DEM Project # 92528
Upon review of your request for 401 Water Quality
Certification to place fill material in 0.2 acres of wetlands or
waters for sewer installation located at NS 97, Rocky Mount-
Wilson Airport in Nash County, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2664 issued January 21, 1992. 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 you have any questions, please contact John Dorney at
919-733-1786.
Sincerely
I
reston oward, Jr. P.E.
jrd/nw26.ltr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Dorney
Central Files
Timothy Hamker, W.K. Dickson
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 9 19/57 1-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015
An Equal Opportttnity Affirmative Action Employer
„'`M %
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
..,?, WILMINGTON, NORTH CAROLINA 28402-1890
"\?•?? IN REPLY REFER TO June 29, 1992
Regulatory Branch
Action ID. 199202572 and Nationwide Permit No. 12 (Utility Line Backfill and
Bedding)
Rocky Mount-Wilson Airport Authority D !5 l?1
c/o Mr. Timothy A. Hemker
Mr. W. K. Dickson
1924 Cleveland Avenue II ??
Charlotte, North Carolina 28203
Gentlemen:
Reference your application of June 9, 1992, for Department of the Army
authorization to place fill material in waters/wetlands of an unnamed creek
off the Tar River associated with installation of a 6-inch diameter gravity
force main, near Sharpsburg, Nash County, North Carolina.
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.
Authorization, pursuant to Section 404 of the Clean Water Act, was provided
for the discharge of material for backfill or bedding for utility lines
provided there is no change in pre-construction contours.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions. This
nationwide permit does not relieve you of the responsibility to obtain any
required State or local approval. Please contact Mr. John Dorney, North
Carolina Division of Environmental Management, telephone (919) 733-1786, to
obtain a waiver or water quality certification for the proposed work. This
permit is effective upon receipt of the waiver or certification.
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 authorization, activities which have commenced (i.e.,
are under 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.
ti
0
-2-
Questions or comments may be addressed to Mr. John Cameron, Raleigh Field
Office, Regulatory Branch, telephone (919) 676-2925.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
? r. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
M RANDUM
TO:
John Dorney
Planning Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
INITIALS:
Reviewer
WQ Supv •
Date :
PERMIT_YR: 92 PERMIT-NO: 0000528 COUNTY: NASH
APPLICANT NAME: ROCKY MT-WILSON AIRPORT
PROJECT-TYPE: SEWER EXTENSION PERMIT-TYPE: NW12
COE_#: DOT-#:
RCD_FROM_CDA: APP DATE_FRM_CDA: 09/02/92
REG_OFFICE: RRO RIVER_AND_SUB_BASIN_#: (13 o3 !4?),
STREAM_CLASS : W S --W Alsw CA
STR_INDEX_NO : a g - 3 Si
WL_IMPACT?:(j?N R
WL_REQUESTED: 0.Z_ Ar- L5 0 ?}
HYDRO_CNECT?:3/N'
?_. 0 lim
MITIGATION?: Y,0 F17,-
MITI GATION-SI ZE: 41A
WL_ TYPE : 3T ,/PA l t _ fi-V,)
WL_ACR _EST?: Y®
WL_SCORE(#): "A
MITI GATION-TYPE: AM
IS WETLAND RATING SHEET ATTACHED?: Y/N
RECOMMENDATION (Circle One): ISSU ISSUE/COND DENY
COMMENTS : /UGf/ 12- 4 L 4pw4ec.i k,, a,&4 AJA
10..r.
cc: Regional Office
Central Files
4117 .rri - ? ? ?Di,Izt 9 a -Y.i,(,.Qb?a? 'of ??o 114 ,"1.1,
?'
a
WK
DICKSON
Wilmington District Engineer I
Corps of Engineers
Department of Army
6512 Falls of the Neuse Road
Suite 105
Raleigh, North Carolina 2761
Attention: Mr. John Cameron
RE: Action I.D. 199202572
Wetlands Nationwide Permit No. 12
Rocky Mount-Wilson Airport
Nash County, North Carolina
Gentlemen:
9,7 s2 X
August 31, 1992
We request your review and concurrence on behalf of the Rocky Mount-
Wilson Airport Authority to obtain the referenced permit for the construction of
a gravity sewer to serve the airport. The gravity sewer is being constructed to
eliminate the onsite wastewater treatment of the domestic wastewater generated
from the terminal and hanger facilities. The gravity sewer will collect the
wastewater and direct it to a lift station adjacent to airport property on NC 97.
The lift station will then pump the wastewater to the Town of Sharpsburg for
discharge and treatment.
To provide gravity sewer service to all possible wastewater generators
requires the sewer to cross a storm drainage basin developed for the airport.
This basin is considered wetlands, which prompted the design to follow the
requirements associated with construction activities located within wetlands and
the request for this permit.
Attached is a plan of the gravity sewer layout on the airport property,
which delineates the wetlands impact. Also enclosed is a joint application form
and portions of the design plans on 8-1/2" x 11" photocopies of the "creek
crossing" in plan and profile, including details.
I n),111....... I:nul Awnw, ?Ilcl O(li,r?
1? u1?41r td??lth t irAk l 7R.'lIS ?,-Ilrril6 tJ('
1,11A 1111 M 1111;` DIIII ail
J
Mr. John Cameron
August 31, 1992
Page 2
An erosion control plan was submitted to and approved by the state.
F&M The state has also issued a permit for the construction of the wastewater
facilities.
By receipt of a copy of this letter and attachments in seven copies, we
ask concurrence from the Water Quality Section for a waiver or a certification
for the proposed work in accordance with the Section 401 Water Quality
Program.
We trust that the application process has been sufficiently completed for
your review and ultimate concurrence; however should you need additional
information, please feel free to contact me.
Sincerely,
W. K. Dick n
Timoth A. emker, P.E.
Enclosure
c.c.: Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
t
DEM ID: 26- L y _ ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE N IT): 12
JOINT AP g
NATIONWIDE PERMITS THAT REQUI IFICATIO WIFICATIOK ORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUI IOT4 CONCURRENCE
NATIONWIDE PERMITS TH1IT,REQUIRE IVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone (919) 251-4511
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733-5083
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.
1. OWNERS NAMES Rocky Mount-Wilson Airport Authority
2. OWNERS ADDRESS: c/o Mr. Hans Hess, Airport Manager
Route 2,_250 Air rt Road
Elm CityNorth Carolina 27822
3. OWNERS PHONE NUMBER (HOME): N/A (WORK): 919/446-7057
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: W. K. Dickson & Company
1924 Cleveland Avenue
Charotte, N. C. 28203
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTYs NASH
NEAREST TOWN OR CITY: Elm City
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMAPXS, ETC.): Adjacent to
N. C. 97 approximately 6 miles east of Interstate 95
6. NAME OF CLOSEST STREAM/RIVER:
'Far River
7. RIVER BASIN: Tar River
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HOW, ORW,
WS I, OR WS II? YES [ J NO [XJ
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ j NO [Xj
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITES 0.2 AC
3/30/92
t
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED: 0.1
DRAINED: 0
FLOODED: 0
EXCAVATED: 011
TOTAL IMPACTED: 0.2
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Elevated gravity sewer
creek crossing
13. PURPOSE OF PROPOSED WORK: Extend sanitary sewer to the Rock Mount-Wilson
airport facilities
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Gravity sewer must extend from a proposed lift station adjacent
to N. C. 97 to serve the ai rt aci it es an a non he
existing spetic tank systems, the crossing occurs in an area with
the least amount of impact.
15. 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 [x]
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 [x)
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? Airport and farming
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Pumped to Town of Sharpsburg with treatment at Rocky Mount WWTP
a?O
OWNER'S SDATE
? f
1
' O
t
a?
w
?W
>
Y N W
C `0 O
i U.
=
? W3
0
r`
i
I
1
1
I
I
1
1
II
w
z O W a ¦
1 ¦
"0 a a
I.
o ¦ W
J
W
>
0
r
W
a
W
J?
? I
a ,
u ¦
?.?
3- -- _
?¦ ._ ,
a, _
w a ?l l O w
I u>
Q a j i Q y°+ i' W
Z 3 4 1 O
w I at
? IL w j, G ° a
w <
• 0 l l
o p o¢ I z
w I' v
" ?_ ° w Ir
I =
uz
,.. y W
AL
_i- W W
?
1 W-_
° ° m r-
lu O
jr IX
•' __ .. 4 W " Ut
I•
• ¦ LL °Qa
to k.
o1 ¦, r s
m?
? I
W
a ¢_
' aW a
T °°
? J W :3 i
• o w a I I I ,
. * (r I QZ R
?^ -
r?- z ? a
• n
wa na -a_ a
¦ `? l a
In
1
aro OU_ SS333V lUOdUI
! m
O w
F a
1 ?
N
¦ m ' ?1 N
a = t O M
Y Q O
Q IZ t ¦ N _j
I C• ? f ^ ?
o i•
?.. _ u ¦ rc
a w N 1. _.r. ..
o a
?.? ? a 1 O J =
m O U I -- -- -' • O
a 1 ' •-ter.-.--------- -'t-. ?
cq _j
a W
I Z
ILL = ?`? ?"? ?.-?'_? ?''..•: '
II'. ? I
O N
Z N.
A
Ul 1!1
F-o % m
¦7 L f' Q
?Q a =
WO
N
w
,,
?
L La
l
V
O
It
W
QJ
U
N
O
p}±
1
r
. LEGEND
EXISTING DESCRIPTION
PROPERTY IRON
- - - PROPERTY LINE
- - - - RIGHT-OF-WAY LINE
a RIGHT-OF-WAY MONUMENT
PE PERMANENT UTILITY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
---W----- WATER LINE/WATER VALVE
------+ WATER SERVICE LATERAL W/METER
--+? FIRE HYDRANT W/VALVE
----ss----- SANITARY SEWER GRAVITY LINE
---- ---- SANITARY SEWER MANHOLE
SANITARY SEWER FORCE MAIN
-?i OVERHEAD UTILITY LINE
UTILITY POLE/LIGHT POLE
--a UTIUfY POLE W/GUY WIRE
o TELEPHONE PEDESTAL
-----T----- UNDERGROUND UTILITY LINE
T : TELEPHONE
FO FIBER OPTIC
W - WATER
- - -TS- - - TOPOGRAPHIC FEATURE
' TO : TOP OF BANK
TS TOE OF SLOPE
® CATCH BASIN/AREA INLET
STORM SEWER LINE
C - CORRUGATED METAL PIPE
R REINFORCED CONCRETE PIPE
Q TREE/SHRUB
rYYIYY, TREE LINE
0 SIGN
- K - FENCE
GUARDRAIL
PAVED ROAD/DRIVEWAY
A A - ASPHALT
C - CONCRETE
- - - - - - UNPAVED ROAD/DRIVEWAY
G D DIRT
------ 0 - GRAVEL
- DRAINAGE SWALE/DITCH
TEMPORARY SILT FENCE
TEMPORARY SILT CHECK DAM
TEMPORARY SILT DIVERSION DITCH
TEMPORARY SILT TRAP
-PE-
-CE-
_ss
•
--FM-
?,' ? t
? a..
CD
a
STA.4t45.0
PROP MH.A* 3A /
r
0
. D
-0
9
PROP. MH.*2A
PROP. PUMP STATION-
SEE SHEET 18 FOR
SITE PLAN, SHEETS
19 81 20 FOR DETAILS
BENCHMARK
16D NAIL IN
ELEV. ¦ 142.45
1
STA.
PROI
I?
A?.
AF
PLAN
I"¦5d
` ? LI?L1 ? 1
SEE N
\ \ SHEET I 1
FrwM b3kp ^1 S eET ?!2c?
(geouc,ep Ta X05°? 44' OBI C' ln10L.)
"am ?tw 4 +00 5 +00 6 +00 7 400 8 400
-- --
- L-IMI S-U ELE ATE
6RE K-G OS81
Q- --
4: -- - _
-- W - j -- --
f" -AT- :40 - _-
ALLE
,.-e"-
_
----- -----
-
46 9- -.
3 L- F- -HI iENG +t--W
E
--
_ -
-
-- 4TT M- f0 TIN -- =_- - -
---- LEV 00=
-
--
- - --
- - ----- ----- N
r-
2
1
--
5zom Qk-D PLA4 S T
(,Zgvucr,,u -ro (.051. or- oR?c?i x .?
3/20
h
04
LIMITS OF CREEK CROSSING
AS SHOWN ON PROFILE
\?i\`st\`SC HIGH STRENGTH
18" STEEL PIPE 18" \ \
7EXISTING GRADE
RESTORE CREEK BANK
TO PRECONSTRUCTION AS SHOWN
CONTOURS - REINFORCE
ON PUNS f
RESTORED SURFACES W
JUTE OR SIMILAR MATE IAL FLEXIBLE
AND STAPLE SECURELY PRIOR COUPLING
TO PERMANENT SEEDING ,
TYPICAL
Y
DUCTILE IRON PIPE DUCTILE IRON PIPE
CREEK CHANNEL E
CONCRETE
PIER
SEE REINFORCED SEE PIER FOOTING
CONCRETE PIER ON ROCK DETAIL
DETAIL IF REQUIRED
i
EL EVATED CREEK CROS
NOT TO SCALE
woos SING
N.C.D.O.T. CLASS
B EROSION
CONTROL STONE
?7 •N
FLOW
NOT TO SCALE
coon
120