HomeMy WebLinkAbout19990933 Ver 1_Complete File_19990824State 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
A 61F?WAA •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 31, 1999
Cherokee County
DWQ Project # 990933
APPROVAL of 401 Water Quality Certification
B.C. Burch
PO Box 1551
Andrews, NC 28901
Dear Mr. Burch:
You have our approval, in accordance with the attached conditions, for the purpose of paving SR 1333, as you
described in your application dated August 24, 1999. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3103. This Certification allows you to use National Permit
Number 14 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 Dorney at 919-733-9646.
Sincerely,
W.Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File Copy
Central Files 990933.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
http://h2o.enr.state.nc.us/wetlandc.html
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DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITS THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COLLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : A/ ( f 2)9,'T of 2Z_W ¢- 77o ll
2. MAILING ADDRESS: P, 'o . aC Z' 5S5/
,,// SUBDIVISION NAME:
CITY: -1kbe1EI )? STATE: /?C ZIP CODE: Z8C'i0/
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) r BZB? 3Z(-BIOS
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: 3::te a '.4 ,O
?BzB ? ,3 Z/- ?lO T'
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: CffE.20 NEAREST TOWN OR CITY: 1
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PECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) :
6. IMPACTED OR NEAREST STREAM/RIVER:
RIVER BASIN:
7a. IS 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 [VI NO [ J IF YES, EXPLAIN: CoPPf62O _
K a3 s C /22o ,4
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF'/COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES [ J NO [Pi
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?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ J NO [,?' IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ J NO IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Cl, AC.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2
0 .
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: / 70 FT AFTER: / O FT
WIDTH BEFORE (based on normal high water contours): Z - 4 FT
WIDTH AFTER: Z` Al FT
AVERAGE DEPTH BEFORE: Z-4 FT AFTER: Z - T FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF P_ POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH -PLANS: 8 1/2" X 11" DRAWINGS n
ONLY) . k?ivPG/icF .30' &O on "CyY1.0 w '`N. ?
W c, ?l BO ' Gn?.? Ye..:. ?ac c ZO
13. PURPOSE// OF PROPOSED WORK:
f4 c17? s?Y1? ,I.cl?? N??T ?%Gt.-U?'/d?l??
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES X NO (I (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 (I NO pq
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (I NO (I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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 (919) 733-6369.
4
6 a
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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
fo,2.F.?T K?I,.?C.CE < r?i4-,emU4-nl?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. 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
ENVIRONMENTAL MANAGEMENT (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.
z;-.C'
R'S NT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
B l0 9
ATE
1
5
Chefront
EROSION CONTROL PLAN
ROAD NAME: COPPER CREEK RD. ROAD NO. SR- 1333
WORK ORDER NO. 6.912116
FROM STA. 0+00 ON CENTER LINE OF SR-1331 1.50 MILES
TAO: END OF PROJECT AT STA. 79+00
ADDITION. YES NO xx
IMPROVEMENT. YESxx NO
TO BE PAVED: YESxx NO
GUY WIRES p
POWER POLES TO MOVE: 1 YES xx NO
CABLE BOXES GUY WIRES 3
p
TELEPHONE POLES TO MOVE: 0 YES NOxx
RIGHT OF WAY. xx 50'
RIGHT OF WAY: 45'
SCALE: it? = 50' 60'
DATE: 8/11/98
I I .
1:1 slope
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1 112: 1 slope
or flatter I 9'
'
' 4
'
i
6
' ,
SHLD. ; 3
SHLD.
i I DITCH
--------.--------i----------- .............. J
PIPES.XLS
PROJECT NO.
STATION SR-1333
SIZE FLOW ROAD NAME: COPPER CREEK
LT. RT. REMARKS RU.
1+45 EXIST. 60" REPLACE WITH 60" CMP. RT. TO LT.
24+20 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT.
29+85 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT.
35+00 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT.
45+20 EXIST. 24" REPLACE WITH 36" CMP. RT. TO LT.
56+00 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT.
57+45 EXIST. 18" REPLACE WITH 18" CMP. RT. TO LT.
60+45 EXIST. 24" REPLACE WITH 36" CMP. RT. TO LT.
70+10 EXIST. 15" REPLACE WITH 18" CMP. RT. TO LT.
77+60 EXIST.
SQ 48"
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WITH
48"
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LT.
Paled
POLE DATA
COPPER CREEK ROAD
PROJECT: SR-1333 SHEET N0.
COUNTY: CHEROKEE - 91
WORK ORDER NO. 6.912116 OWNER OF POLES
TRI-STATE ELECTRIC
POLE DIST. FROM
CL OF
PRESENT RD. DIST FROM
CL OF
PROJECT DIST. TO
CL OF PROJ.
AFTE MOVE
STATION NO. RT. LT. RT. LT. RT. LT. REMARKS
195
2+70 11 15' 15' 25' MOVE POLE OFF R/W
4.50
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961 GARFIELD COURT
STONE MT. GA. 30083
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(4) I
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(5)
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43450 _
_
I 43.50
I
I
43-00
I
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SUE B.
JONES
1 12020 S. OLD JONES RD.
.47 50 510' .4T?SO FLORAL CITY, FL. 34436
Rlw
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1
.47.00
-I 47wo
TEMP. SILT FENCE I
1
I
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41.50
- I
I .4?•SO (5)
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41+15
1
41.00
I 41.00
(4)
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40.50 1 40.50
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49050 I r9-W
(4) 1
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49.00
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116'
110,
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.
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1 NEW RIP RAP DITCH
II
47.50 I II 47.50
S 10' NOTE .
RIIV- If SHIFT 1' WET 'BRANCH 16' RT.
I TO NEW DITCH & * LINE WITH
II RIP RAP FROM STA. 45+20
1 TO STA. 48+75
47-00 1 I
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EXIST
24" CMP
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.
SILT BASIN TYPE B WITH 36" CMP. RT. TO LT.
8' x 3' x 2' I II STA. 45+20
-4Sf00 - ® 6 ?U0 (5)
TEMP. SILT FENCE
(4)
(4)
54.501
54-00
53-00
57-50
'7-00
51050
51 W0
50-50
SO+oU
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59050 59.50
(6) I
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5900 59.00
I 16'
I
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EXISTING WET BRANCH 58.50 58.50 NOTE:
c
.
SHIFT 1' WET BRANCH 16' RT.
I TO NEW DITCH & LINE WITH
1 RIP RAP FROM STA. 57+45
JAMES B. SMITH I
TO STA. 58+75
RT. 3 BOX 224 C II 1
MURPHY, N.C. 28906 58.00 _ 1_
1 II ? ;
1 I V 58.00
NEW RIP RAP DITCH_
EXIST. 18" CMP. TO BE REPLACED
57.50 WITH NEW 18" CMP. RT. TO LT.
(6) 1-' STA. 57+45 _
R 1 LV - . 1
PL ST 57+20 1 STA 57+20 PL
si•oo _ I _ 5700
(4) 1
i 1 (5)
TEMP. SILT FENCE
58.50 _ I_ ® 58.50
I
I
I ® EXIST. 15" CRP. TO BE REPLACED
I WITH 18" CRP. RT. TO LT.
STA. 56+00
J .... . L
I
SILT BASIN TYPE B
8' x 3' x 2'
I
55.50 55450
I
510'
(4) RIIV (5)
SSf00 I ? St3?-00
(6)
TEMP. SILT FENCE
(6)
I
510'
Riw ,
6!• 1
I- 61.50
I
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I 64-00
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67.00
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510'
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61.00
- I-
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SILT BASIN TYPE B
8' x 3' x 2'
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61400 61.00
I
EXIST. 24" CMP. TO BE REPLACED
1 WITH 36" CMP. RT. TO LT.
80-50 STA. 60+45
- I-
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69.50 \
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ALLIE J. ROBERTS MCAPEE 1
108 DICKS ST. 1
WILLISTON, S.C. 29853
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69.00
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68.50
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PL STA. 68+05 I
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TEMP. SILT FENCE I
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68.50 _ I_
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74.50 ( 74.50
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I RT. 5 BOX 125
777, MURPHY, N.C. 28906
71.00 I 7!•00
- I-
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77.50 _ I_0 73450
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(9) I (9)
TEMP. SILT FENCE 77'00 - I V 77'00
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510'
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DOROTHY R. SMITH 7H50 71•50
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RT. 5 BOX 124 I
MURPHY, N.C. 28906
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I
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70.50 I 0 70.50
1- EXIST. 15" CMP. TO BE REPLACED
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STA. 70+10
510. -
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PL STA. 70+00 CIO c ..... +`®® (7)
(7)
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79.50 79.50
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END OF PROJECT STA. 79+00 ,00 1 11-oo_aTA. 79+00 END OF PROJECT _
I
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(9) 79.50 76.50 (9)
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76.00 _ ® 76.00
I SILT BASIN TYPE B
1 e 8' x 3' x 2'
77.50
510•
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I EXIST. 48" SQUAT PIPE TO BE
I REPLACED WITH NEW 48" CMP. RT. TO LT
77, STA. 77+60
77.00 1 77.00 -
[TEMP. SILT FENCE - 1-
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76.50 76.50
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(9) I (9)
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75#50 75.50
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Egos sue. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: SYMBOL: IPG NO
245.03 TEMP. SILT DITCH TSD F7-2
245.05 TEMPORARY
DIVERSION -? TD
-? ----------------------------_.-
893.01 TEMP.SILT FENCE
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN 8
WITH EARTH BERM T
----------------------------
245.02 SILT BASIN
C
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TENIP. ROCK SILT CHECK 7716
TYPE-B
892.02 ----------...-_---
TEMPORARY
Vl_20
ROCK SEDIMENT DAM
TYP
E-B
- - - - -
ROCK PIPE INLET iD
- _ - _ FT-2-2
PROTECTION
- - - - - - - - -
894.01 ------ _ -- --
V1-24
ROCK SILT SCREEN
- - - - - - - - - - - - - - - - - - - - - - - - --
Symbol
DESCRIPTION SYMBOL
EXISTING FENCE: OR
_-_--•_•_--- -_-_-_•-
PROPOSED ROAD:
----------------------------------
EXISTING ROAD:
--------- - --
RAILROAD: r-----------•----- - ----------
CONTROLOFACCESS LINE--------- -------------•--- C -----------
SLOPE STAKE LINE:
BRIDGE:
CONCRETE CULVERT: a
- - _= _._ _---------------
CMP PIPE CULVERT -?
------._-----------------------
WOODS: OR /-
TELEPHONE OR TELEGRAPH POLE: - - EXISTING: -•?-. PR_OPOSED: -O-
TOWER POLE LINE. - - 0 - p _ _,- o _ ......
POWER POLE: EXISTING: - a - _ - PROPOSED:
---------------------------
EASEMENT LINE: •--_-- ------ -I,---_I -------
GUARD RAIL:
SANITARY SEWER LINE: iED-- -> _S_S: - - _ - - - - _ S.S.
--------------------- -
-----yam
WATER LINE: -?- --------------- -I _ i----- -------
GAS LINE: -
BRUSHBARRIER ?- ------ ----------- --------------
--_--_ --------------
EXISTING CHANNEL : ?-
• - - • - • - - ------------
PROPOSED CHANNEL CHANGE:
FIBER GLASS ROVING: -2EE: -- ._.---•------ FGR •-----------
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
SR 1333
CHEROKEE COUNTY
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N. C. 28801-2714
Dear Mr. Johnson:
`"'Up p i ;{1p of
DAVID MCCOY
SECRETARY
PAYMENT
RECEIVED
The North Carolina Department of Transportation (NCDOT) is proposing to
grade, drain, base, and pave SR 1333, Copper Creek Road, primarily along the
existing roadway. In order to construct this project in accordance with our current
secondary road standards and due to the proximity of a trout stream (Copper Creek
and tributaries, DEM Class C - Trout Water) and extension of pipe culverts, we are
requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control,
stream, stream bank, and construction limits and various sites along the project where
we will be in conflict with the streams. In addition, I am sending a typical section of
the road, cross sections, drawings for pipe culvert replacements, general notes and
standards on some erosion control measures, and a marked map. We propose to
install all the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitats and allow the
existing stream gradients to remain as unchanged as is physically possible.
August 6, 1999
t3?3
odw
Andrews District Office
Phone: (828) 321-4105 P. O. Box 1551, Andrews, N. C. 28901 ~
.._ ,.,,.,.. _,.. ____