20010110 Ver 1_Complete File_20010126

. - ,A-
.M1 STS
a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley DAVID MCCOY
GOVERNOR January 9, 2001 SECRETARY
SR 1205
Graham County
Mr. Bob Johnson
US Army Corps of Engineers 01106110
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1205, Bert's 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 (Tululah Creek and tributaries, DEM WS III - Trout Water),
extension of pipe culverts, and relocation of approximately 193' of an existing three-foot channel,
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 stream. In addition, I am sending a typical section of the road, cross sections, channel change
detail, 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. No threatened or endangered species are known to be present in our near the project
area;.therefore, no significant impacts are anticipated from project construction.
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 r r a
to ensure sedimentation and erosion are being effectively controlled. If the planned devices are m
not functioning as intended, they will immediately be replaced with better devices. The rocksilt rCri
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 155 ],Andrews, N.: C. 28901
Phone: [phone] nqY• HZIRI 111_1,)Q
?% t
Mr. Bob Johnson
Page 2
January 9, 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.
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 mt at (828) 321=4105. Your early review and consideration will be greatly
appreciated.
Sincerely,
erian. urch, P. E.
District Engineer
BCB: WTG/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. W. D. Laughter, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer

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 MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
F.ItE-ST ML5&URGES F719RrvJLAA)D i iZE6IVEA;77A L-
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.
O E S T'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
/Z O
D TE
5

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND..
IMPACTS):
1J / A --
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 P? QPOSED. PROJECT. DATE.
CONTACTED: 08 3AnwAc`l of - MAKY. m41S, Dw?s?aJ eNViROWMeArAL (ATTACH RESPONSES
FROM THESE AGENCIES.) oFFICE lL
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 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
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
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].
4
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: 630 FT AFTER: 630 FT
WIDTH BEFORE (based on normal high water contours): 3 FT
WIDTH AFTER: 3 FT
AVERAGE DEPTH BEFORE: 0 ZS FT AFTER: o ZS 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 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 1/2" X 11" DRAWINGS
ONLY) : I4STALLp,-nor.1 of 2 Lf4ES of ?-+" GMP I L14F- of 36o" C.M P
+0' AQn A 193 19?t.446 L. G1AA?.1GE Trzac.K H 0 E , 'Bbr-KI-!o E AW 0
LoA•pE2 WILL ae UTILIZED' 'Tb PEXFoIZM 'PIPE INSTAL ATIMJ AA17
l•HA.QF-L GNA?JbF
13. PURPOSE OF PROPOSED WORK: "To WIDF-ti1 .4cIJD ?A?E ?XISTih16
SEcor1DAS2?f RoaowA`1 Tb MEET GyR.ZE?.1T tlGUoT ?AI•!DA'IZDS
3
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): SR 1205, BERTS CREEK RoAD
6. IMPACTED OR NEAREST STREAM/RIVER: TuLVLHN CREEK.
RIVER BASIN: LITTLE %EAIAIE$SEE
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW)/?UTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-I'I) ? YES [ ?1 NO [ ] IF YES, EXPLAIN:
TUL.ULAH Cr?FMK ( DEM WS- Im, T(loVT?
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [?]l
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 [ ] NO 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 [ ] NO [toj" IF YES, DESCRIBE ANTICIPATED WORK:

9a ESTIMATED TOTAL NUMBER OF -ACRES IN TRACT OF LAND: Z. 43
.
9b. ESTIMATED TOTAL NUMBER OF ACRES `OF WETLANDS LOCATED ON PROJECT SITE:
• NONE . ,
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DEM ID: 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: (4.C. DEPT. of TaA46PORTATIOI?
2. MAILING ADDRESS: Ro. 'Box 1551
CITY: AAvitl:wS
SUBDIVISION NAME:
STATE: IJ ZIP CODE: ZS9oI
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : SR 12,05"-, BERT'S GREEK. ROAD IN GRAHAM Cow-Jrj
3. TELEPHONE NUMBER (HOME):
(WORK) : SZS. 321. i4loS
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
8.C- QURC/? PE
P.Q QOX 1551 ANDREWS n/G 2840/ PN # W 32/ 4-1045'
5. LOCATION- OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: aaRHH/HM NEAREST TOWN OR CITY: _ Ro,661N5V/LLE, A/C.
1

ROAD NAME: BERTS CREEK ROAD NO. SR-1205
WORK ORDER NO. 6.932085
FROM: sta. 0+00 of SR-1206
TO:
Sta. 23+50
ADDITION: - YES NO xx

41
IMPROVEMENT.' YES xx NO
.? •SV I.2b
TO,BE PAVED: YES x2c No
GUY WIRES k
POWER'POLES TO MOVE: YES NO x
x
CABLE BOXES GUY WIRES
TELEPI-IONE POLES TO MOVE:
YES NO Xx
RIGHT OF. WAY WIDTH: 45'
SCALE: lit = 50'
DATE:
01/05/01
i
i
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or flatter ;.
6'
/ i SHLD.
- - - - - - - - - - - - - - - - - - -L - - - - - - - - - - -
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TEYAHAM
BALD N _ _ 7S'17:
Topton .?
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Copyright (C) 1997, Maptech, Inc.
SITE 1 STA. 6+05
OLD & NEW lyO???
CL
CHECK DAMS
SPACED AS
I
REQUIRED I

® SILT FENCE
2% GRADE
2% GRADE &
ROCK BERM
8'x 3'x 2'
SILT BASIN T
TYPE B

2' Branch Exist.
i`
24"x 22' ROCK SILT SCREEN
- -
I
t
I
1 1

?.
SILT FENCE
&
ROCK BERM
1 _r
1 ,I
I .
JF----L
?
- ? - _ = - - -i-- = -? = - - - - -1-
-
* - -
- _
= - -
--. - = =1--
- = - - _
-
- -I - 36 Mw- - - - - - F
-? x I -

- - -
- - 1= - - = _ _ _ I- - - - - - - - - _ -
- -- - - - -

SITE 2
CHAKINEL ??=TAILS
TOE OF Roa1?kAJAy F)LL
LOCA7I0N OF -rEMP. SILT FENCE.
RI A?NqAY / (ENTIRE LENGTH OF CNAI\1NEL,)
FILL SLOPE
/ -AGmout, 1' p 1 a? 1
Frock 3?dG Sio?G
-? SBENCH ? 2 y
---? 3 ' BASE
?/EGET,?TI V E CovE?
ON SIDE SLOPES
CCor nv j S4 ol oni ?ecai? c ' o(a1 Recd ?.?nc fJo?wmc? 3?
NOTES .
I? NEW CHANNEL -TD SE CONSTRUC?EO AND STA61L.IzED
5 E P CIRE. S-(RC--A I-A I S D I V E R7 E- D.
Z. VEGETATIVE. C.OVC-:R -Tp t3E USED -fO S7ABIL.I7E
AND P ROTLC T C_ H AMN E - SIDE SL:b PES ,
'To PREVENT SCOUR ON SEC'TloN f) ?NIaERE CNANt?1Et_
CU (EVE S? C-LA,S a EROSION CONTROL STOI,I E PS
Tp SE PLACED A -TMCKNESS OF 1e" ON
GNAW NE. L ?I DE SLOPE S E? E • aC- LOVE.
?• TWAIL STRuCTuUS To ?Ron,oTE FLsI - NA'%='S? T-

c
v .-. v v . r- I I V G L. V V C,t?
.?spEs
PROJECT NO. SR-1205 FLOW ROAD NAME: BERTS CREEK
STATION SIZE LT. RT. REMARKS
1+25 13" Replace with 18" CMP.
4+00 19" ----? Replace with 18" CMP.
6+05 24" bee,
OPP'

Replace with 36" CMP.
11+40 18" Replace with new 18" CMP.
14+10? none -pr Add 2411 . CMP.

4r
R tv
4,50 I i•50 Silt Fence & Rock Berm
8'x 3'x 2' I
Silt Basin
Type B
EXIST. 15" CMP TO BE REPLACED
-- 4
WITH NEW 18" CMP. LT. TO RT.
STA. 4+00
3.50 I 7.50
3.00 I_ 3.00
I
Silt, Fence & Rock Berm
2'50 _ I 2.50
415'
Rlw,
i
I
2.00 2.00
i
I
8'x 3'x 2'
Silt Basin ' _ I r•5o
Type B I _
EXIST. 15" CMP. TO BE REPLACED
- - - -I - - - - ?J WITH NEW 18" CMP. LT. TO RT.
r•oo r•oo STA. 1+25
_ 1 -
I
I
I
0.50 _ I 0.50
I
415' Begin Silt Fence & Rock Berm
RI IV- Sta. 0+25
0 -1- 00 I 0+00
RRRTM PRO 117CT AT .`;'I'A . o i oo o Rli 1 )n6

Check Dams Spaced
As Required
Begin Check Dams
Spaced As Required
.St&. 6+50
8' x ,3' x 2''
Silt Basin
Type 'B
4151 End Silt Fence & Rock Berm
.. Sta. 9+80
R I W
I
9+50 V _
I 9.50
I
I
9+00 ® _
_
I
I 9+00
I
_I
+0 V
I a+50
I
I
6+00 ® _
_
I B+00 .
I
I
I
7.50 . _ 7+50

- - I
?-
-
Begin Silt Fence & Rock Berm
I Sta. 7+35
I
7+00 7 _
_
I 7+00
I
6+50
I 6+50
,
End
Silt Fence & Rock Berm
I

i + Sta. 6+25
I
I
5+50 5+50
I
I
415'
RI W...---;
5 i 00 I 5 + 00
o EXIST. 24" CMP. TO BE REPLACED
WITH NEW 36" CMP. LT. TO RT.
I STA. 6+05
S 1 H50•3
I J -t- UU I 15 -t- UU
8'x 3'x 2'
Silt Basin
Type B
,in nn v in-i-nn
S1RyS3
ADD NEW 2411 CMP. LT. TO RT.
- _'-
I_ _ - 14+0 ST A. 14+10
I Erb CHAWIEL cH• M(4Z
&M, 12 +40b
Check Dams Spaced
As Required
8'x 3'x 2'
Silt Basin
Type B
OgrgfA GMAA1 .S .. CAA90
S-M. 11 + 21
Check Dams Spaced
As Required
i -
® 415-
R w
14.50 14+50
I
I
I -
I
I
I
®
I
13+50 -
_
I
I +50
I
I

I

13+00
I
I
i
y

I
12+50 ® 2+$0
-
I 5
4 •
•
12 164
I •
I •

I .
12+00 , 2.00

I •
I

? I
11+50
APT
_ . 1+50

11.00 _ I
I?
I 11400
1
I -
1000 ® _
I - 1050
I
45'
I
Begin Silt Fence & Rock Berm
Sta. 13+55
End Silt Fence & Rock Berm
Sta. 12+65
EXIST. 1811 CMP. TO BE REPLACED
WITH NEW 1811 CMP. LT. TO RT.
STA. 11+40
Begin Silt Fe-ace & Rork Berm
Sta. 11+20
End Silt Fence & Rock term
Sta. 10+85
Begin Silt Fence & Rock Berm
Sta. 10+40

415'

19+50 ®
I
I 19+50

19+00 I
I

I

19+00
Check Dams Spaced 1
As Required I

9+50
v
18+50 Begin Silt Fence & Rock Berm
Sta. 18+60
1
I
End Silt Fence & Rock Berm
fe+oo _ _ Sta. 18+05

17+50
- I
1
17+50
I 1 ?/
17+00 ._
1
I 17+00

16+5

V- I
I
1_
1

-

16+50

egin Silt Fence & Rock Berm
Check Dams Spaced 1 Sta. 16+45
As Required i

16+00
- I
1 +00
End Silt Fence & Rock Berm

I Sta. 16+00

15+50
V- I
1
I
15+50
I
41 5,
RIW
15 -1- 00 ® I 15 + 00
I
415'
RIIV
END OF PROJECT
Sta. 23+50
Check Dams Spaced
As Required

24+50
I 24+50

24+00 I
I
(
- I-

24+00

23+50 I
I
I

23+50
I
I
I
I
23+00 ® -
-
I
i 23+00
I
i
I
22+50 ® _ 22+50
415'
RIW
I
I
I
22+0 ® -
-
I 22+00
i
i
I
21+50 ® _
I
I 21+50
I
I
1
21+00 v
I
I 21+00
I
I
1
20+50 ®_
I 20+50
I
4151
RIW ?
20 + 00 V 20 + 00
END OF PROJECT
Sta. 23+50
End Silt Fence & Rock Berm
Sta. 20+60
E DS-S-M. EROSION CONTROL
DETAILS & SPECIFICATIONS

PG. NO.
245.03 TEMP. SILT DITCH TSD
-- - - - - - - - - - - - - - - - - - - -
245.05 TEMPORARY - - '' -"
DIVERSION _., TD F. 7-4
- - - - - - - - - -
893.01 ITEMRSILT FENCE
- - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN 8
WITH EARTH BERM
_.._ ------ - _ _
245.02 SILT BASIN V1-12
C
TYPE-B
- - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHECK
TYPE-B
- - - - - - - - - - - - - - - - - - - -
892.02 TEMPORARY V1-20
ROCK SEDIMENT DAM
TYPE-B
897.01 ROCK PIPE INLET V1-22,
PROTECTION
-- - - - - - -
894.01 --------- - - - --- 7-24'
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
STD: NO. DESCRIPTION: SYMBOL:

DESCRIPTION SYMBOL
EXISTING FENCE: --? - _ - _ _ OR •_ +- - - _ - - +
i PROPOSED-ROAD: = .
----------------------------------
EXISTING ROAD: = - " - - -
----- - - - -- --
- ----- - ----- - ----------
+. 'RAILROAD:
CONTROL OF ACCESS LINE--------- -----------"-`--`------`-------
c
•-----------•--------- - - --
? r
' SLOPE STAKE LINE: -3- . - • ' - - . •
..... _-___-_ ___-_._-_-___.-.--
BRIDGE: -?
--------------• ------------- j-
°' , CONCRETE CULVERT: ?-
r
---------------------------------
CMP .-PIPE CULVERT --------------------------------
DS.
OODS:7?' OR
, w -------- --- .. . _...
Y -TELEPHONE'OR TELEGRAPH. POLE: -? EXISTING: --o•, PROPOSED: -O-' '
TOWER4POLE?LINE: -? ..-- -•._ _. .._.._..------'-------
_ _ _
" P'O,WEIV LE EXISTING: • . PROPOSED • . _a. - • - - - - -
--------------------------
EASEMENT LINE: -? -
- - - - - - - - - - - I-- . _ _ - - -I• - - -
GUARD RAIL:
ANITARYSEWER --- -]
c LINE: - '-------------•--------
-------* --- S.-S-. - - _ --? S.S.
----------------
WATERLINE: -? -- -----I
I-_____---? ?---_ - - - -
GAS:LINE: --------- - -- -----._._---
---_-- _._---
---_-- ---
BRUSHBARRIER ?-- --- - --- -------------
-; ------ --------------
EXISTING CHANNEL : -?- `- - -- _ _ - ? " "' ?-
• - ------ --' "- ?- - -"- -r •
PROPOSED CHANNEL CHANGE:
,.`FIBER GLASS ROVING: ?- --- G-R
----------_----
------------ -- --------------
MEMORANDUM
TO: John Dorney Regional Contact: Michael R. Parker
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT -- SR 1205 County Graham
Project Number 01 0110 County2
Recvd From DOT Region Asheville
Received Date 1/26/01 Recvd By Region
Project Type road paving
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F F__ Stream O 1 O N 2-190-2-(.5 WSIII TR 40,404. 19x.00
14
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 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 O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 351726 Longitude (ddmmss) 834610
Comments:
cc: Regional Office
Central Office Page Number 1
WARRANT NO. 10716
INVOICE NUMBER INVOICE DATE
0 7 01/16/2001

IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
N-14-9F,F4GE----
8285862141
INVOICE AMOUNT
$200.00
DATE
z
01/16/2001
NET AMOUNT
$200.00