20010577 Ver 1_Complete File_20010417

OF W A T FR Michael F. Easley
O'? pG Governor
43\ William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
O Kerr T. Stevens
Division of Water Quality
May 22, 2001
Clay County
SR 1344 (Fires Creek Road)
DWQ Project No. 010577
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Ralph Cannady, P.E.
NCDOT Andrews District Office
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Cannady:
You have our approval, in accordance with the attached conditions and those listed below, to impact 40
linear feet of Fires Creek and Ledford Branch for the purpose of upgrading SR 1344 in Clay County. The
project should be constructed in accordance with your application dated 6 April 2001. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification No.
3289 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition,
you should acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise
specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
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 and any additional
conditions listed below.
1. Any trout conditions as determined by the North Carolina Wildlife Resources Commission, to protect
the egg and fry stages of trout from sedimentation during construction.
2. Storm water should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15a NCAC 413 .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground-disturbing activities to provide long term erosion control.
4. The culvert required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert extensions.
5. All work shall be performed during low flow conditions.
6. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
7. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
9. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when
practical. If necessary, rip-rap should be limited to the stream bank below the high water mark, and
vegetation should be used for stabilization above high water.
10. Rock silt screens at culvert outlets should be removed at project completion.
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, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. 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 919.733.1786.
Sincerely,
Attachment
4'.S tevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Asheville Regional Office
Central Files
File Copy
Page 1 of 1
Natasha Powers
From: Megan Owen [[e-mail]]
Sent: Friday, May 18, 2001 2:07 PM
To: John Dorney; Cyndi Karoly
Subject: more WSWP 401 review
Comments:
010577 - (DOT, Clay Co.) the project is within WS-IV. DOT needs to keep roads out of
buffers to the extent practicable, divert stormwater away from surface waters, minimize
BUA, use their BMP document.
v
{
No Comments:
010600 - Wake Co., NCSU
010580 - Pender Co., Hardison Rentals
010555 - Wake Co., Wake Co. Soil and Water Conservation District

P•' y,. hNL.???
5/21/01
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Kerry S. Becker
WO Supervisor: Eorrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT -- SR 1344 County Clay
Project Number 01 0577 County2
Recvd From DOT Region Asheville
Received Date 4/17/01 Recvd By Region 4/17/2001
Project Type road widening
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream F7_0 N 1-27 WSIV TRORW 40,501. F F_ ?-
Y 41) N 1-27-14 SIV Rw 40,501. r-?
F__OY 0N F-F_F_F-I -F_-F_ I-I -
Mitigation Wetland
MitigationType Type Acres Feet
F-1 F_
Is Wetland Rating Sheet Attached? 0 Y 4 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 350501
Longitude (ddmmss) 835211
cc: Regional Office
Central Office Page Number 1
Comments:
Considering some of the steep terrain, the DOT has provided good protection of the stream. Most of
Lryd... ANF'?
V
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
SR 1344
Clay County
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Lund:
April 6, 2001
LYNDO TIPPETT
SECRETARY
010577
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1344, Fires 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 (Fires Creek and Ledford Branch, WS IV - trout water - ORW), and
extension of pipe culverts, we are requesting authorization under Section 404 of the Clean Water
Act (Nationwi e pmt 14). No T&E species are known to be present in or near the project area;
therefore, no significant impacts are anticipated from project construction.
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 stream. 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.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
1
r1 :?
Phone: [phone] Fax: [phone]
Mr. Steve Lund
Page 2
April 6, 2001
By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources
Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
A request will be made on this project for a temporary encroachment in the Trout Water
Buffer Zone of a tributary to Fires Creek and Ledford Branch and I am asking Mr. Anderson and
Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to consider this encroachment
and that they comment directly to me concerning the Trout Water Buffer Zone Encroachment.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management. (A check payable to NC
Division of Water Quality in the amount of $200.00 is attached to this application with the new
fee schedule).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
E.
e Engineer
RC/rr
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. R. G. Watson, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, DWQ, DENR (with attachment)
Mr. Owen Anderson, Western Mountain Region Coordinator, NC WRC
Mr. B. C. Burch, P. E., District Engineer
Mr. T. A. Woody, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer
f-_.. CORPS ACTION ID:
NA'rioNwIDE PERM-L REQUESTED (PROVIDE NATIONWIDE PERMIT #) :
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED 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: NoR rH. CAR.o_1,,jA PtPB97-MEn1T if 7_RAn4S /oX trioiJ (,JGDor'-?
2. MAILING ADDRESS: Po Box is
SUBDIVISION NA.2-IE:
CITY: _ A,JmU5S STATE: /J (?_
ZIP CODE: 2990
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) :
G?aN l..Auh?"?/ JJ G
... TELEPHONE NUL-(_E=R (HOME) .
(WOPF; : X28- 321- ` 1oS
.. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPOR;TE OFFICIAL, ADDRESS,
=HONE NUMBER:
n1?0oT'
pE COvnfy Ma;n+thanct Engineer
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
',!AP OR AERIAL PHOTOGRAPHY WITH SCALE): II
'OUNTY : C Ia V NEAREST TOWN OR CITY: H 4loSV, e-
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SPECIFIC LOCATION (INCLUDE ROAD
IUMSERS, ETC.): ?i YeS C rte- lz Ro4o S R I=--?jq
G la y 00",
6. IMPACTED OR NEAREST STREAM/RIVER: Fires GNG? {L E LRaf°y? layloc.G-?
RIVER BASIN: }} Wassee.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED A TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [X] NO [ ] IF YES, EXPLAIN:
5Aycoim clnss;f icy as W 5 - 71IL7 Trv%x D p'w
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [y]
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?
n. / G..
°a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [ ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT A.ND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) : w / 0-
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:

r- / 0- .
2
I.0a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY
FILLING: EXCAVATION:.
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED:

10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF ho G ?A?••?I
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) : G?q h ?G
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: FT AFTER: 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 DP.,WFLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA? N/cc
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : _Reeplg?c ex/sf i.+a 22' 7-" '? Grv1P w+fl, .? `-f D.3 Ln?P
vs;nq fv?ckl,oe 6^<khoe. At ff-e-k
13. PURPOSE OF PROPOSED WORK: GonSt"'A c.f CtA 11 1%
:? ? DST staNaRr?s
3

14. STATE
OUT IN WETLANDS.
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 [] (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 [ ] NO v
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA /JIA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ J NO [ ]
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 [phone].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED N l
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND

4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
?NTO 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 1
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 MANAGEME14T PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
40 r 4.. ? r'eSov.rc<S Sow,t V?Sja?erj'?o.? 5orvit 'f-'- ,, 14 '1 J
f. IF APPLICABLE, WHAT IS PROPOSED MIETHOD 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.
awg'ff
OWN 'S/AGENT' GNATURE
3119L°/
DA E
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
'86
5'

HAYESVILLE QUADRANGLE
\ '-.

FIRES CREEK ROAD, SR 1344 crossing LEDFORD BRANCH at STATION 37+88
PROPOSE REPLACING EXISTING 22 ft. - 36 inch CMP, with 40 ft. - 36 inch CMP
REQUESTING BUFFER ZONE VARIANCE FROM STATION 38+00 to 42+00

SITE 1
MAG NORTH
CHECK DAMS .
SPACED AS
REQUIRED

SILT BASIN
TYPE B
12'x 3'x 2'
2' BRANCH ?v
SILT BASIN
TYPE B
12'x 3'x 2'
CHECK DAMS
SPACED AS
REQUIRED
NEW & OLD
CL
I -' ?36`` G?'y
STA. 37+88
SILT FENCE
&
ROCK BERM
- - I I I I I I I I I I I I I I - -I + _I_I- 1 1-
- I f L
j IIi?I ?ICLIj. I II - -_ ----
--
-_ _ E I FILL SLOPE I i I - - - - ?-
- i I ; , ; iI i _ ROPJ" -L
-F - -
P) I _-- ? f I I I I I I' I _ I ---
- _ 1 I I I I I i - - -- _-_
- - ST 114 22,' ?C 3Off ,I f -- - r - - -
i I C PH-W -3
- ?Y -
I I
__ _ - ?: - ? I III I _ ? -_ --_ I -_ _? •
Illfl?? ;II I 11 ----1-=? _
L-1 Icr- L 0 -/ nA1C
STA. 38+00 - 42+00
42+00 _ 13' - - - - -
50'
41+50 12"
- - - - - -
41+00 71 FIRESCREEK
4o+50 121
- - - - - -
8'
40+00 - - - - -
39+50 u? -----
60'
5'
39+00 - - -
38+50 10' - - - - -
38+00 301
- - - - - - - - - - - - - - -
p E ROLl olmJ CoN7-p-cq
=I V<: -,
P- Lf
a ?o J
?? >Z p \ /' X f
TL
I Lu
[,
I *\ F
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N /
e!'!o I - ?• R -
ad,,
i- 7 ?I o I
f }'
/ In ,
ro P
Gl N y
dCyq TLC ° ' - - ?. ' i Y c1 '"
1 4' 1 / 1 4olbti{ It 1 ' I
ryI 1
)' 1
Its
; . R.r•%7i A? h 1 X - C,,?^.`, ^ C1v.1 ' Z -\
r j :1 / b
?3 40,
00t) v
FRONT.XLS
Z.T1?73'Y_-
Cz,14.Y
ROAD NAME: FIRES CREEK RD. ROAD NO. SR-1344
WORK ORDER NO. 6.922072
FROM CL SR-1300 STA. 0+00
TO: 42+00 END OF STATE MAINTENANCE
ADDITION. NO x
IMPROVEMENT.• YES x NO
TO BE PAVED: YES x NO
GUY WIRES
POWER POLES TO MOVE: YES NO X
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES - NO x
RIGHT OF WA Y.• L x 50'
RIGHT OF WAY.•
45'
SCALE: 111=50t 60'
DATE: 12-11-98
CI L
I i
i i
1 112: 1 slope I I
or !la tter l I g
/ • 6'
/ " i SHLD.
------------------- -----------
i /1:1 slope
or !latter
9 4
SHLD.
DITCH i
-._- ._----I----?
PIPESALS
PIPES
PROJECT NO. SR-1344 FLOW ROAD NAME:FZRES CREEK RD.
STATION SIZE LT. RT. REMARKS
0+15 15" ppl- REPLACE W/ 18" CMP
9+25 ADD 18" CMP
13+85 18" REPLACE:IW/ 18" CMP
16+50 ADD 18" CMP
19+50 ---? „
21+25
30+55 24" REPLACE W/ 24" CMP
37+88 30" „ of 36" CMP
41+00 - -----? ADD 18" CMP

Poled
POLE DATA
PROJECT: FIRES CREEK RD. SHEET NO.
SR-1344
COUNTY: CLAY
WORK ORDER NO. 6.922072 OWNER OF. POLES
BLUE RIDGE MTN E.M.C

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
37+48 28 13' ill '

2 25 MOVE 25' OFF R/W

Poled
POLE DATA
PROJECT: FIRES CREEK RD. SHEET NO. 1 OF 1
SR-1344
COUNTY: CLAY
WORK ORDER NO. 6.922072 OWNER OF POLES
GTE

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
' ' ' '
15+05 73 23 19 30 MOVE 30
LT OF PROJECT

J//l.'/
4+75 BEGIN CHECK DAMS
SPACED AS NEEDED
3+00 END CHECK DAMS
(1)
0+35 BEGIN CHECK DAMS
SPACED AS NEEDED
8+2+2 TYPE B
SILT BASIN
v v
I
510'
RIW-
4450 I
I
I
I
I
4400 I
-I
I
I
I
3450
I
I
I
I
3400
. I
I'
I
2450 I
-R1W ;
I
I
I
7400 I
I
I
I
1450
- I
I
I
I
1400 • _ I _
I
• I
I
Q4? . I
® I
I
15" CMP
- - 510'- - -?
-R Wi
4+20 BEGIN SILT FENCE
AND ROCK BURM
4400
3450
3.00
DAVID BRADSHAW
3428 SOUTH BIRMINGHAM
TULSA, OK. 74105
2450 (1)
2+25 END SILT FENCE
AND ROCK BURM
?400
1450
1400
0+35 BEGIN SILT FENCE
AND ROCK BURN
4- REPLACE W/ 18" CMP
fl 0

'L
9+60 BEGIN CHECK DAMS
SPACED AS REQUIRED
KAREN C. MYERS
1320 PINE AVE. NW
LARGO, FL. 34640
(2)
12' x3' x2' TYPE B
SILT BASIN
8+90 END CHECK DAMS
(1)
v I ti
510' I
RIW?i
•
950 _ I 9-50

9
I 9+00
AL
I
8+8 8+

8.50 I
?
I
I
9.50

000 I
I

1

I
I
!

1-
I 8.00
I
? 1 tt
7.50 I
I 7.50

\ R
W i
I , ?
I
7+00 I_ .{
I
I .
,
l 7W0
? I

6.50
I 6.50
I
? I
I
8.00
I 6400
?
I
I
5#50
? 1
I 5450
/ 510' \
-RIW /
S? 00 . _ I- S
(2)
ADD 18'_' CMP
80
(1)
+00

- I
i 510'
Riw-
11.50 - r4s0
I
I
I
14+15 BEGIN CHECK DAMS .
SPACED AS REQUIRED
® -
12' x3' x2' TYPE B ' `00 I 14'00
SILT BASIN - - -
REPLACE W/ 1811 CMP
p
12'x3'x2' TYPE ?Biiiiiiiiiiiiiiiiiiiiiiiiiiii-i- 18" I CMP
SILT BASIN 13+80 BEGIN SILT FENCE &
13.50 ( 13.50 ROCK BU RM
113+50 END CHECK DAMS - 1
I
. I
I
13+00 BEGIN CHECK. DAMS 13.00. 17.00
SPACED AS REQUIRED 1
l
i
I
(2) 12.50 12.50 (2)
510' ?
R l w_
I
i
r2.00 r2.00
I
I
I 11+75 END SILT FENCE &
ROCK BURM
r1•so _ I _ 11.so
I
I
I
I
1
111+00 END CHECK DAMS 1r.00 rr.oo
-- I-
I
I
. I
10.50 10,50
I
I
510' ?
RI
-10+00 1 -1 4+00
s
SM50-4 ?V+VV I ?V*vV
19+70 BEGIN CHECK DAMS 1
SPACED AS REQUIRED .
p?
12'x3'x2' TYPE B RIW
SILT BASIN
I
OPAL TIGER
P.O. BOX 298
HAYESVILLE, N.C. 28904
(4)
19+25 END CHECK DAMS
(2)
12'x3'x2' TYPE B
SILT BASIN
16+90 BEGIN CHECK DAMS
SPACED AS REQUIRED
RAYMOND & VIRGINIA HOHMANN
RT 4 BOX 224
HAYESVILLE, N.C. 28904
(3)
116+25 END CHECK DAMSI
4 ADD 18" CMP
(4)
19.50 16450
I
18+45 I 18+45
1
I
I
19400 I_ 10400
. I
I
I
I
(2)
SIR50-4
s
f-- ADD 18" CMP
(3)
Z6aO t?- Z6+OO

• I
1e•oo _ (_
I lewo
I

17450 i
17.50
510•
R1W ,
I
17.00 1 17.00
16+9 ( 16-

® 1
1 d4lk
I
?o
• I
16.00
I 1e W0
I

15.50 I
.
15.50
I
510,
RIw
1

24+75 BEGIN CHECK DAMS
SPACED AS REQUIRED

4+00 END CHECK DAMS

1450

1400

\

. I

RIu,
510'
I
-I
I
I
I
I

1450

4400
I
I
27*50
I 27450
I
27.00
I
I 27.00

(4)
. I
I
22.50 22#50
s1o'
RIW
I
22-00 22-00

21+70 BEGIN CHECK DAMS
'. i
SPACED AS REQUIRED
I
21+50 _ T 21450
12'x3'x2' TYPE B
SILT BASIN -1- - I -
20+90 END CHECK DAMS
21-00 I
- I
I
I
2050
I
510'
\ . RI N,. ..
20f00
(4)
?- ADD 18" CMP
20.50
.20+-00
46
(4)

9.50

9+00 I
510'
\. RIW
e
I
I
A '
I

1
A I
I
1

9450

(4)

29+00
28+75 BEGIN SILT FENCE &
ROCK BURM

28+60
26.50 e 26.50
1 ROBERT A. BACHMAN
200 GRASSY KNOB COURT
I BOX 20628
A I JASPER, GA. 20628
I ( 5 )
26-00 26-00
-I
eI
I
27.50 27.50
e 510' `
\ RIW
i
2
27+25 END SILT FENCE &

e I ROCK BURM
27.00
-I 27.00
i
I
A

I (4)
2650
- i- 26.50
I

26.00 I
-_
I
26-00
el .
25.50 1
- 25.50
I
A
510'
\._. _ R I W.__ ..?
28+00 . - I- 28f00
s
PL

AIL
I
sip'
\ ... RIW - - 7
74#50 -
I 31450

A I
I
33+90 BEGIN SILT FENCE &
34.00 - I- 34-00 ROCK BURM

33+80 12'x3'x2' TYPE B?

A i ? ?SILT BASIN I
]7050 I 73450
A
I

32+75 BEGIN CHECK DAMS ».00 A I 73400
SPACED AS REQUIRED I 32+65 END SILT FENCE&
ROCK BURM
(4) (4)
32#50

REPLACE W/ 36" CMP
2' TYPE B
3'
' ® i
x
x
12
SILT BASIN
- I
32+15 END CHECK DAMS 77'
-
I 77'00

A I
1
I
7450 3r#50
. I
I
I
71400
I Jf4oo
I
30+75 BEGIN CHECK DAMS ,.
SPACED AS REQUIRED _ 24" _I CMP
y ?__ REPLACE W/ 24" CMP
jo - _

12'x3'x2' TYPE B
SILT BASIN
Slp'

30+25 END CHECK DAt4S R I W-
3 0+00 I 30+00
• I
510'
RIW .
39450 I
- 39450
I

I
V
I

00 I
S I
]900
394 _
I

38+75 BEGIN CHECK DAMS I
1
SPACED AS REQUIRED (
3e?so _ I_
I
1 38.50

38.00 i
I
T

4

W-9

SEE SITE 1# -'f
BOBBY GODWIN
16809 BLENHEIM DRIVE
LUTZ, FL. 33549
(6)
38+00 BEGIN SILT FENCE &
ROCK BURM
(4) 30" i CMP REPLACE W/ 36" CMP
ll I
??•?
137+50 END CHECK DAMS 510'
Rlw
I

7-
A I
I
37.00
3
00 -I

A 1
38-50 38#50

A I
1 36+25

I
I
3e.oo A-
I 36000

A I

i
35.50 75450

. . I
i
510
RIW.
35+00 ?
t ' - i- 38+00
37+20 END SILT FENCE &
ROCK BURM
(5)
(4)
?r

1 42+00 END CHECK DAMSI
END STATE MAINTENANCE
STEVE CLARDY
7310 SARDIS RD.
CHARLOTTE, N.C. 28270
41+20 BEGIN CHECK DAMS
SPACED AS REQUIRED
12lx3'x2l TYPE B
SILT BASIN
1 40+75 END CHECK DAMS1
(4)
i
510'
RIW i
11-50 i 44.50
-I
I
I
(
44400 ILOO
I
I
I
I
13450 ( 13450
I
I
I
43.00 I /3400
I
i
I
I
11450 I 1150
RI w
I
I
I
42.00 I 12-00
• I
I
. I
11.50 ( 11450
- I-
I
® 1
I of
I
OV
1050 1050
I
. I
i 510'
RIW
4
40+00 I- i
42+00 E14D SILT FENCE &
ROCK BURM
END STATE MAINTENANCE
?oo?e -*---_ ADD 18" CMP
(6)
0?-OO

I ECDS-STR. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: SYMBOL: JPG. NO

245.03 TEMP. SILT DITCH TSD 7-2
245.05 TEMPORARY
DIVERSION -, TD ,-? C
- - - - - - - - - - - - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE I VI-6
- - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
245.02 SILT BASIN Vl 12
C
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHECK , , , , VI-16
TYPE-B
892.02 TEMPORARY - - - - - - - - - - --- V1-20
-
ROCK SEDIMENT DAM
TYPE-B
- - - - - - - - - - - - - - - - - - - - - -
897.01 ROCK PIPE INLET 7722
PROTECTION
--------------------- -
894.01 V 2-4
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
.,, , , ,.,.,,
s
DESCRIPTION SYMBOL
EXISTING FENCE: = OR - 4-
---------------------------------
PROPOSED ROAD:
EXISTING ROAD:
---- -----------------------------
RAILROAD: -
---------------------------------
CONTROL OF ACCESS LINE--------- C
-?
- - - - - - - - - - - - - - - - - - - _ _r .-. = i ` = - _ _ -
SLOPE STAKE LINE:
----- ---------------------------
BRIDGE:
----------------- ----------------
CONCRETE CULVERT:
---------------------------------
CMP PIPE CULVERT
-
WOODS: ? -- -OIL - ?? --------/?-
TELEPHONE OR TELEGRAPH POLE: EXISTING: ,o- PROPOSED: -O-
TOWER POLE LINE: -? - - ?- - --? - - - - --
POWER POLE: EXISTING: PROPOSED: d
EASEMENT LINE: -=-.I- < 1 .,? ' 1, 1,
---------------------------------
GUARD RAIL:
SANITARY SEWER LINE: -? _S.S. S.S. - 0
--
WATER LINE: -? f --? ?--
LINE: ? '-•---- ^---- ^ ---------------
---------------------------------
GAS BRUSH BARRIER
------ - --------------
EXISTING CHANNEL :
---------------------------
PROPOSED CHANNEL CHANGE:
FIBER GLASS ROVING: F G R
------------------------------
f F. EASLEY
GOVERNOR
SR 1344
Clay County
STATE OF NORTH CAROLINA J
DEPARTMENT OF TRANSPORTATIO)j.__
April 6, 2001 LYNDO TIPPETT
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Lund:
010577
c7 _?
T Frl
rT7
C-D --i
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1344, Fires 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 (Fires Creek and Ledford Branch, WS IV - trout water - ORW), and
extension of pipe culverts, we are requesting authorization under Section 404 of the Clean Water
Act (Nationwide permit 14). No T&E species are known to be present in or near the project area;
therefore, no significant impacts are anticipated from project construction.
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 stream. 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.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Andrews District Office
P. 0. Box 1551, Andrews, N. C. 28901
Phone: [phone] Fax: [phone]
Mr. Steve Lund
Page 2
April 6, 2001
By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources
Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
A request will be made on this project for a temporary encroachment in the Trout Water
Buffer Zone of a tributary to Fires Creek and Ledford Branch and I am asking Mr. Anderson and
Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to consider this encroachment
and that they comment directly to me concerning the Trout Water Buffer Zone Encroachment.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management. (A check payable to NC
Division of Water Quality in the amount of $200.00 is attached to this application with the new
fee schedule).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
E.
e Engineer
RC/rr
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. R. G. Watson, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, DWQ, DENR (with attachment)
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. B. C. Burch, P. E., District Engineer
Mr. T. A. Woody, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer
• __ A. CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED 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: NaR rl+ CAR.oc.?n1A PrP&RTME.-JT of TRANS /ox tTwnl CiJ?D°T'?
2. MAILING ADDRESS: Po Box is
SUBDIVISION NAME:
CITY: n?ntwS STATE: /J(f- ZIP CODE: 2690
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS :ROVE):
6144 Cou n+y >v G
'. TELEPHONE t;U2'RER (HOME)
(WORE) : 818- 321- ylo5
-1. IF APPLICABLE: P.GENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
=HONE NUMBER:
n n1C-0oT'
R?I?? C"'^ ,?y ?E Count`1 Main+cnanct EA;ineel
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: C la V NEAREST TOWN OR CITY:
a??sy i I I e
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SPECIFIC LOCATION (INCLUDE ROAD
?NUMBERS, ETC.) ?i YeS rce k Rosa SR Im
c- (ay Coup
6. IMPACTED OR NEAREST STREAM/RIVER: F;MeS C?"C< E L.edfovj aygock
RIVER BASIN: 4; was see.
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED A TROUT,?TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RECCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [,)C] NO [ ] IF YES, EXPLAIN:
54veaw, class?fit9 as W 5 - 71r: Tro?+ O R?
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA. OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO f\A
X'se
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUPN DESIGNATION?
r" / r.
°a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO ( ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT P11D ANY ADDITIONAL INFOR."^.ATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) : K /°"
fib. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO (Y] IF YES, DESCRIBE A-NTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: /a
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: ?--/GL
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF ho CJ'Av%cC./
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): G(,qn ?G
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) ?/ar
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A 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: 8 112" X 11" DRAWINGS
ONLY) : _Rd. PJA,-c. ex lsi;,,a 22' - 34"' CMp w; f -1, ? '-?D?' 3?" Gn1P
us; nq r rA,- ,oe- bAckb q Ya?cr ?1A f'r14ck
v i ? p / r

13. PURPOSE OF PROPOSED
IJ G D O -r- WORK:

r o?5 Gonsle, c{ Vpq? ?ro Cyr?e ?f

-11a-
3
.4. STATE r. L?JN5 WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
)UT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
MPACTS):
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
?ROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL, HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
,ONTACTED: (ATTACH RESPONSES
FROM THESE AGENCIES.)
?6. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
;SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
ROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT I14VOLVE Pfd EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES X NO (J (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF PSI ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
?OLICY ACT?
YES [ ] NO v
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA 'Ai/A
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
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 [phone].
"?j /o-
V
4
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 1
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 MANAGEME14T PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
:10 K f S, I rt5ourG<S Sorv-e. y?cside?f'?o.? Sonic farm 14 rid
i. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? CIA
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.
-- a %(V, f -
OWN 'S/AGENT' GNATURE
3/19/0/
DA E
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
186
5'

HAYESVILLE QUADRANGLE

.f
FIRES CREEK ROAD, SR 1344 crossing LEDFORD BRANCH at STATION 37+88
PROPOSE REPLACING EXISTING 22 ft. - 36 inch CMP, with 40 ft. - 36 inch CMP
REQUESTING BUFFER ZONE VARIANCE FROM STATION 38+00 to 42+00
SITE 1
MAG NORTH
STA. 37+88
NEW & OLD SILT FENCE
CL &
ROCK BERM
CHECK DAMS 1%
SPACED AS • GRADE ROCK SILT
REQUIRED SCREEN
o/
SILT BASIN•
TYPE B
121x 3'x 2' ( 22'x
??gS.ZT,G
?X1
SILT FENCE
2' BRANCH &
ROCK BERM
SILT BASIN I
TYPE B 2%
12'x 3'x 2' GRADE
i
CHECK DAMS I ?-
SPACED AS
REQUIRED .
- - -I V I I I' I i l i l? I I I i I I I ? I = -- I- - ? i --?-
' -!-
LOM i . I - l N
I ICL ; E TLi, S I ROP J--? ?-
- _ I
? L
I
ST 22' 361 - - - - -
- = I I I G
=1 H
Z Z.
I--
-
?
?I I? ?I I III 11 ( Ti
(fif
s
1.1, 1CrC D -7 fJAIG
STA. 38+00 - 42+00
42+00 _ 13'
50'
41+50 121- - - ---
41+00 71
FIRESCREEK
40+50 12 ?- - - - -
8'
40+00 - - - - -
39+50 -----
60'
5'
39+00 - - -
38+50 10' - - - - -
38+00 301
- - - - - - - - - - - - - -
P, E-5 CRE
t,, v rli ?- r
I to
EROSION Coll
1 1 'O o ' ?, r.\ y \? 7? Q J o
o
' O
QP
I: I C,
ar r,
ergo I = ? ? `? ? ? ? ?
? IL .r r .d ee.• -n
10 Mrw• ' 7 t ` O .w 1
Sale G4
G? H I _ ?e t i .,? t/p 1 p n
dCyg TLCF v _ ?, i ; y ,n O
i - 7?
o
CM,z J
91 z
I"
o
,? 0110
FRONT.XLS
aC0 cz..AC Y
ROAD NAME: FIRES CREEK RD. ROAD NO. SR-1344
WORK ORDER NO. 6.922072
FROM.' CL SR-1300 STA. 0+00
TO: 42+00 END OE STATE MAINTENANCE
ADDITION.' Yx
IMPROVEMENT.' Ex? NO
TO BE PAVED: YES x N O
GUY WIRES
POWER POLES TO MOVE.' YES NO X
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES Np x
RIGHT OF WA Y.• E:x 50'
RIGHT OF WAY.'
4-
SCALE. -fit = 50' y F6o--l
DATE:
12-11-98
CI _Jr.
1 1/2: 1 slope
or flatter
9' 1 9'
' 6'
i SHLD. I
-------------------------------
1:1 slope
or flatter
i SHLD. 3.
DITCH
----------- J-------I----?

PIPES.XLS
s
PIPES
PROJECT NO. SR-1344 FLOW ROAD NAME:FIR
ES CREEK RD.
STATION SIZE LT. RT. REMARKS
0+15 15" REPLACE W/ 18" CMP
9+25 ADD 18" CMP
13+85 18" --.? REPLACE.JW/ 18" CMP
16+50
ADD 18" CMP
19+50

21+25
30+55 24" pp? REPLACE W/ 24" CMP
37+88 30" 36" CMP
41+00 -
---? ADD 18" CMP

Poled
POLE DATA
PROJECT: FIRES CREEK RD SHEET NO.
SR-1344
COUNTY: CLAY
WORK ORDER NO. 6.922072 OWNER OF POLES
BLUE RIDGE MTN E.M.C ,

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
37+48 28 13' '

2 11 25'
MOVE 25' OFF R/W

Poled
POLE DATA
PROJECT: FIRES CREEK RD. SHEET NO. 1 OF 1
SR-1344
COUNTY: CLAY
WORK ORDER NO. 6.922072 OWNER OF POLES
GTE

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
' ' ' '
15+05 73 23 19 30 MOVE 30
LT OF PROJECT

J//(.•/
4+75 BEGIN CHECK DAMS
SPACED AS NEEDED
3+00 END CHECK DAMS
(1)
0+35 BEGIN CHECK DAMS
SPACED AS NEEDED
8+2+2 TYPE B
SILT BASIN
v•vv
I
510'
4+50
I
I
I
I
4+00
I
I
I
I
3+50
I
I
I
I
3+00
I
I
V
2.50 _
510'
-RIW
I
I
2+00 I
I
I
? 1
I
1.50
? I
I
I
I
1+00 ?
I
? I
I
® 1
I
15" 510' CMP
z
-- - -
r;? - -RAW
v vv J/nJV•/
4+20 BEGIN SILT FENCE
AND ROCK BURM
3+00
DAVID BRADSHAW
3428 SOUTH BIRMINGHAM
TULSA, OK. 74105
2+50 (1)
2+25 END SILT FENCE
AND ROCK BURM
2.00
t+50
1+00
0+35 BEGIN SILT FENCE
AND ROCK BURM
.- REPLACE W/ 18" CMP

I9+60 BEGIN CHECK DAMS
SPACED AS REQUIRED
KAREN C. MYERS
1320 PINE AVE. NW
LARGO, FL. 34640
(2)
I
510' f
?- RIW-_ i
9.50 9450
12'x3'x2' TYPE B - -
SILT BASIN JOB _ 1- 9.00
8+90 END CHECK DAMS
8+ I
8 - 1 8+80
(2)
ADD 1V CMP

8.50 I
I
.
I
I

9.50

6400 I
I
1 !
.

I-
I 0
00
I
7.50 _ I I
51 0' 7.50
/
r
\ RIW
I
( 1 ) 7.00
I
I 7.00
. I ,
I
?
6.50
I 6.50
I
. I
I
6.00
I 6400
A
i
I
5.50 I
A - I-
I 5.50
/ 510' \
-RIW
/
5+00 . _ I- 5+OO
(1)
e

- I •
510.
RIW-
14.50 - i4.5o
I
I
I
14+15 BEGIN CHECK DAMS .
SPACED AS REQUIRED
12' x3' x2' TYPE B •0° I 14•00
SILT BASIN - - - I `
REPLACE W/ 18" CMP
L - ? <-, I - - I
12'x3'x2' TYPE B 18" 1 CMP
SILT BASIN 13+80 BEGIN SILT FENCE &
13'? I +3•? ROCK BURM
113+50 END CHECK DAMS . 1
I
. I
I
13+00 BEGIN CHECK DAMS 12400 . tj•oo
SPACED AS REQUIRED
l
I

(2)
12.50 I
12.50
(2)
l
510'
RIW_ i
I

12+00 I
I_
I
12.00
I
I
11+75 END SILT FENCE &
1 ROCK BURM
11.50
I
I 11.50

1+00 END CHECK DAMS

t t.oo

- I
I
1

I-
I

1wo

. I
I
10.50
I 10450
V I
510'

R1
ZO+OO 1
- -
f. ZO?OO
SM50-4 ?VtVV I
19+70 BEGIN CHECK DAMS

SPACED AS REQUIRED
. I
W
12'x 'x2' TYPE B RI i
SILT BASIN
? I
I
OPAL TIGER
P.O. BOX 298 . 1
HAYESVILLE, N.C. 28904 I
(4) I i
19400 _
19+25 END CHECK DAMS v
I
I
18.50 • _ I_
18+45 I
• I
18.00
I
i
(2) I
17.50 - - 1-
510'
RIw

V I

12' x3' x2' TYPE B 17.00
SILT BASIN 16+9
- I
16+90 BEGIN CHECK DAMS I
SPACED AS REQUIRED
RAYMOND & VIRGINIA HOHMANN
RT 4 BOX 224 e;
0 I
HAYESVILLE, N.C. 28904 - - -I- - -
(3)
.? I
I

16+25 END CHECK DAMS
1e•oo
I
I

15.50
. I
510'
Riw
• 1
?[ SAO
.dVtVV
ADD 18" CMP
19.00
(4)
18450
18+45
18.00
(2)
17.50
17.00
SIMU-4
s
4 AD=181-CMP
(3)
Woo
15.50
ZS{-00
P

24+75 BEGIN CHECK DAMS
SPACED AS REQUIRED

21-50

4+00 END CHECK DAMS 24400 I

510
\ R1W_
I
-I
I
I
I
I

?

1.50

4#00
I
V
27#50 I
-I 27.50
I

27.00 I
- I_
I
I
27400

(4) I
. I
22.50 _ I 22450
510
RIW
V i
I
22-00 22-00
V I -
I

21+70 BEGIN CHECK DAMS I
-
SPACED AS REQUIRED
I
2150 _
_ T 21450
12'x3'x2' TYPE B
®
?
SILT BASIN -1--
20+90 END CHECK DAMS
21.00
I
V
I
I
20.50
I
510'
RIW.. .?
20f-00 ? (
(4)
?- ADD 18" CMP
f -00
?50
20+00
s
(4)
(4)
28+75 BEGIN SILT FENCE &
ROCK BURM
ROBERT A. BACHMAN
200 GRASSY KNOB COURT
BOX 20628
JASPER, GA. 20628
(5)
27+25 END SILT FENCE &
ROCK BURM
(4)
zs+oo AL- - Zsfoo
I
510'
\. RIW
- A 1 29.60
29
W -I

. I
I
I
29400 I_
I 29.00
A
I
i 28+60
2e•so A _ 1_
I
I 2e•6o

A I
26-00 I 28-00
_
I
A
I
27450 21.60
A 510' ,
\ W
RI
i

.
A I
I _
27400
21
00 -I

0 I
I
26450
I 26450
A
1
I

26.00 I
-_
I
I
25400

A I
l
25.50 I
- 25.50

? 1
I
510•
-- RI?y
I
s
PI

32+75 BEGIN CHECK DAMS
SPACED AS REQUIRED
(4)
12'x3'x2' TYPE B{--
SILT BASIN
32+15 END CHECK, DAMS
30+75 BEGIN CHECK DAMS
SPACED AS REQUIRED
I12'x3'x2' TYPE B
SILT BASIN
30+25 END CHECK DAMS
A
i 510'
\ ... R1w
3050 - I -
I
I
i
]4.00 •? I
I
I
e
7}+50
I
I? I
I
i
33400 I_
I
I
. I
I
® I
I
32+
I
el
I
71450
e I
I
I
e I
31400
I
I
•
? I CMP
4"
?e o _
it
101
® I
510' .
RIW
,
30+00 1
31#50
? 133+90 BEGIN SILT FENCE &
ROCK BURM
?t 33+80 12'x3'x2' TYPE B
M-----jSILT BASIN I
]]450
JJ#00
32+65 END SILT FENC
(4)
)2.50
REPLACE W/ 36" CMP
72400
)f-50
3i•oo
f ---- REPLACE W/ 24" CMP
30x-00

s
• I

510'
Riw
39-50 39.50

V I

I

S I
I
BOBBY GODWIN
39-00 - I- 39400 16809 BLENHEIM DRIVE
LUTZ, FL. 33549
(6)
38+75 BEGIN CHECK DAMS I
SPACED AS REQUIRED

38450
I 38450
I
38+00 BEGIN SILT FENCE &
ROCK BURM
3e•oo
_ _
SEE SITE 1#

(4) 30 "-I CMP
I REPLACE W/ 36" CMP

37?
? I
37?so
37+50 END CHECK DAMS . 510• \ 37+20 END SILT FENCE &
R1w ROCK BURM
I
I
7-00 A I 37.00 (5)
3 _

• I
38.50 I
-
- 38#50
A I
I 36+25

I
JBwO . _
I 38.00

. I
I
I (4)
35050 35450
. I
510'
RIW
38+00 - I- 38+00
?r
1 42+00 END CHECK DAMSI
END STATE MAINTENANCE
STEVE CLARDY
7310 SARDIS RD.
CHARLOTTE, N.C. 28270
41+20 BEGIN CHECK DAMS
SPACED AS REQUIRED
I 12'x3'x2' TYPE B
SILT BASIN
1 40+75 END CHECK DAMSI
(4)
I
510'
Rlw
41-50
- I-
I
I
I
11.00
I
I
I
I
13.50 I
-I
I
I
I
1J.00
I
I
l
I
17-50 _
510
Rlw
I
I
1?-00 1
I
. I
1.•50
I
® 1
I
I
40450
I
- I
i 510'
\ R I w
-S>E 0+00 ? I
11.50
44400
43450
4)400
17450

42+00 E14D SILT FENCE &
POCK BURM

END
E
11450
-*- ADD ECmp 40
.50
(6)
-40 00
s
I ECDS-STR.
EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: SYMBOL: I PG NO

245.03 TEMP. SILT DITCH TSD
245.05 TEMPORARY

__; DIVERSION
- - - - - - - - - - _O TD 0
- - - - - - - - - - - - - --
893.01 TEMP.SILT FENCE VI-6
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
245.02 SILT BASIN ?_ 12
C
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHECK VI 16
TYPE-B
892.02 TEMPORARY --------------- VI.20
ROCK SEDIMENT DAM
TYPE-B
- - - - - - - - - - - - - - - - - - - - - -
897.01 - ROCK PIPE INLET 7-22
PROTECTION
--------------------- --
894.01 V
ROCK SILT SCREEN
- - - - - - - - - - - - - - - - - - - - - - - - - - --
oyiiiuui
f
DESCRIPTION
SYMBOL
EXISTING FENCE: _ ??A- :? \ k-OR -+ , --
---------------------------------
PROPOSED ROAD:
EXISTING ROAD: - _-_.___.
--
---- - - ---------

RAILROAD: -
------------
CONTROL OF ACCESS LINE-------
Ei?m- -- C
(D

SLOPE STAKE LINE: -? ------------------- -•_ ,-. _ _ :-----
-' • ' . _ • -? ?-
----- ---------------------------
BRIDGE:
--------•---------•------- - -1-
CONCRETE CULVERT:
---------------------------------
CMP PIPE CULVERT _ _ _ - _ - _

WOODS: ---,-.?? ---J-: -- %---/?-

® OR _'!.
-- -- O 1 ----------------
TELEPHONE
OR TELEGRAPH POLE: EXISTING: -.e-. PROPOSED:-0-
-
-
_ -
TOWER POLE LINE: - - •
-
?
-- - ---

POWER POLE: -? -------------------------------------
EXISTING: PROPOSED:
-------------------------------
EASEMENT LINE: 3?5mft , I / ` I - I, ?,
------•--------------------------
GUARD RAIL:
- ----- ----

SANITARY SEWER LINE: :E?m- ---------------------
--00_ S.S. _ S.S. - 0
--
WATER LINE: --1 i i
-------
---
LINE:

GAS ^
- ^ ---------------
- ----- -------------------------
BRUSH BARRIER
•--------
--------------
EXISTING CHANNEL : _
----------------------------
PROPOSED CHANNEL CHANGE:
--------------------------------
FIBER GLASS ROVING: -_-a- F G R
------------------------------