HomeMy WebLinkAbout19930462 Ver 1_COMPLETE FILE_19930528State of North Carolina
Department of Environment,
Health and Natural Resources A14 • e
Division of Environmental Management
James B. Hunt, Jr., , Secretary p E H N
Jonathan B. Howes, SecreLata
A. Preston Howard, Jr., P,E., Director
June 10, 1993
City of Concord
c/o Mr. Tim G. Lowder
P.O. Box 308
Concord, N.C. 28026
Dear Mr. Lowder:
Subject: Proposed fill in Wetlands or Waters
Sewer crossing
Cabarrus County
DEM Project # 93462
Upon review of your request for 401 Water Quality Certification to place fill material in
waters which are tributary to Cold Water Creek for aerial sewer crossing located at SR 2635
and Cold Water Creek (3,200 feet downstream) in Cabarrus County, as described in your
submittal dated 25 May 1993, 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' General Permit No. 049.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
A. Preston Howard, Jr. P.E.
93462.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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May 25, 1993
Water Quality Planning
N.C. Dept. of Environmental, Health, and Natural Resources
Division of Environment Management
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: John Dorney
Subject: Old Farm Annexation Area Sewer - Contract 93-S1
Concord, NC Cabarrus Co.
24" sanitary sewer crossing Cold Water Creek
Dear Mr. Dorney: C p 0
Enclosed are seven copies 'applications and seven sets
of plans for the area in question for your review and action.
If you have any concerns or further questions, please do not
hesitate to call me at (704) 786-6161 ext. 304. Your prompt
attention and cooperation in this matter is appreciated.
Sincerely,
THE CITY OF CONCORD
L,- k,- L--
G. Tim Lowder, PE
City Engineer
GLT/tlg
Enclosure
cc: Old Farm Annexation Area Sewer File
Engineering Department
City of Concord • P.O. Box 308 • 66 Union Street, South • Concord, North Carolina 28025 • (704) 786-6161
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT /)s 12
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS TEAT REQUIRE INDIVIDUAL 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 RESOD
P.O. BOX 29535 U ?
RALEIGH, NC 27626-05
ATTN: MR. JOHN DORNE
Telephone (919) 733 MAY 2 61993
1 B. .
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. D
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: City of Concord
2. OWNERS ADDRESS:
C/O Mr. Tim G. IaAer, P. E.
Concord, N. u. LduLb
3. OWNERS PHONE NUMBER (HOME): (WORK)S 704/786-6161
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTYs Cabarrus
NEAREST TOWN OR CITY: Concord
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)$
approximately 3,200 feet downstream of Cold Water Creek crossina of SR Nn_ 2635
?Tf1A; a "--a __ ,... _e n------- a WTn f c-__ L.. .u a rrorTc+ ., . a n&_..._
6. NAME OF CLOSEST STREAM/RIVER: CoId Water Creek
7. RIVER BASIN: Yadkin - Pee Dee River
S. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, NOW, ORW,
WS I, OR WS 117 YES [ ) NO IXI
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ NO IXl
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS Oo eH c e S. , INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: Less than 3/30/92
,.. -2-
21. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED: NIA
DRAINED: N/A
FLOODED: N/A
EXCAVATED: Less than one
TOTAL IMPACTED: than one
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Aerial sanitary sewer
-crossing 'using steel pipe (24" x'0.375") supported by two (2) concrete
piers located in creek channel.
PROPOSED WORK: Provide sanitary sewer -service to areas recently
annexe into the Citv of Concord.
14. STATE' REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED O T- IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Existing gravity sanitary sewer interceptor line located on west
side o Cold Water Creek. Access point for proposed project for grav
sewer.
1S. 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 k )
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? AQricult Ural
F.N/1F APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
9-,-, - t ..- L.-,-? s-h3
6/7
OWNER'S SIGNATURE DATE
1 --
31iDn
i•
I1 MI
30 MI
I MILE
6000 7000 FEET °
1 KILOMETER
? N C ?J
%NDARDS QUADRANGLE LOCATION
22092 Revisions shown in purple and woodland compiled in
LABLE ON REQUEST cooperation with State of North Carolina agencies from
aerial photographs taken 1984 and other sources. This
information not field checked. Map edited 1987
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• • INTERIOR-GEOLOGICAL SURVE ,RESTON, VIRGINIA-1987 80?3C
$44 545000, E.
ROAD CLASSIFICATION
Primary highway, . Light-duty road, hard or
hard surface ........... ....... ....? improved surface ...
Secondary highway,
hard surface Unimproved road
O Interstate Route 0 U. S. Route Q State Route
CONCORD, N. C.
35080-D5-TF-024
1969
PHOTOREVISED 1987
DMA 4854 1 NE-SERIES V842
VARIES - SI
TABLE
1" CHAMF
2'z V2"STRAP
ca
rt
NO. 6 BARS ' ?
i i
10" O. C.
i
3/4" 80LT
e
?i
w
a:
a
DIRECTION
OF FLO
+ 44- NO.3 TIES a
12'! O.C.
2'- 6.,
z
N
w -jt±+. • •
i? 4 C
NOM. PIPE
DIAM.
PIERWI DT H
8 2r- 0
12 2'-6'
15 3'-0"
18 3'-6"
24 4'-
30 4'-6
TAPER 1/2"
PER. FT. EA.
SIDE
I'- 0"
I
NO.6 BARS a 12" O.C.
NOTES
1. ALL CONCRETE TO BE 3600 PSI.
2.FOOTING TO BE SAME THICKNESS AS BASE OF PIER, BUT NOT
TO EXCEED 2'-0' '
3. PIERS TO BE BUILT WITH LONG SIDE PARALLEL TO CREEK FLOW
4.PIPE TO BE SET 1/2 IN PIER AND 1/2 PROTRUDING ABOVE PIER.
5-NO REINFORCING STEEL TO BE PLACED WITH A CLEARANCE Of
LESS THAN 3" TO THE SURFACE OF THE PIER.
6. WHEN FOOTING IS SETTING ON BEDROCK, DOWEL 6:0 6 BARS MIN. 11
DEEP INTO ROCK SPACED SYMETRICALY IN FOOTING.
CONCRETE PIER DETAIL
SD 25
1'-0" 1" CHAMFER
%
Fd
I"CHAMFER
ALL CORNS
1._ 0"