20010539 Ver 1_Complete File_20010410

O?O? WA T 19?G
r
Michael F. Easley -
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
O Kerr T. Stevens
Division of Water Quality
May 22, 2001
Clay County
SR 1138 (Wilson Road)
DWQ Project No. 010539
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 Suddawig Branch for the purpose of upgrading SR 1138 (Wilson Road) in Clay County.
The project should be constructed in accordance with your application dated 28 March 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. -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.
4. All work shall be performed during low flow conditions.
5. 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.
6. 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.
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), hftp://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
8. 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.
9. 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
e Stevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Asheville Regional Office
Central Files
File Copy
John & Cyndi:
Some of these might have already gone through, but here are my comments:
Proiects with Comments:
010235 (DOT, Alexander Co.) -the project is in WS-II. DOT must follow their document "BMPs for
the Protection of Surface Waters"
000894 (DOT, Lincoln Co.) - the project is in WS-11. DOT must follow their document "BMPs for the
Protection of Surface Waters"
?????? (no number assigned, L. Russell Bennett of Carolina Foxglove LLC, Jackson Co.) - the
project is in WS-III. If this road is a private road, then it will need to go through the variance
process with Jackson Co. Planning Dept If it is a public road, road crossings are allowed if no
practical altemative exists. Plus BUA must be minimized, stormwater diverted away from surface
waters, and DOT must follow their document "BMPs for the Protection of Surface Waters."
010471 (Jackie Speight, Moore Co.) - the project is within WS-II HQW. The Foxfire Village
Planning Dept must review for variance process if it's a private rd.
010559 (Spangler Environmental, Wake Co.) - -40% of the project is within the WS-III Lake
Benson balance of watershed. If this road is a private road, then it will need to go through the
variance process with the Gamer Planning Dept. If it is a public road, road crossings are allowed if
no practical alternative exists. Plus BUA must be minimized, stormwater diverted away from
surface waters, and DOT must follow their document "BMPs for the Protection of Surface Waters."
010462 (DOT, Madison Co.) - the project is within WS-II. DOT must minimize BUA, divert
stormwater away from surface waters, and follow their document "BMPs for the Protection of
Surface Waters."
010474 (S&EC, Inc., Franklin Co.) - the project is within WS-II. If this road is a private road, then it
will need to go through the variance process with the Youngsville Planning Dept. If it is a public
road, road crossings are allowed if no practical alternative exists. Plus BUA must be minimized,
stormwater diverted away from surface waters, and DOT must follow their document "BMPs for the
Protection of Surface Waters."
010502 (Allen Smith, Durham Co.) - the project is within WS-IV. If the project doesn't need a
sedimentation and erosion control plan, then state WSWP rules do not apply; however, the local
WSWP program may be more protective. Consult with Durham Planning Dept.
010518 (John Corey, Pitt Co.) - lack of sufficient site map; questionable if within WS-IV. If the
project doesn't need a sedimentation and erosion control plan, then state WSWP rules do not
apply; however, the local WSWP program may be more protective. Consult with Pitt Co. or
Greenville Planning Dept
010496 (S&EC, Inc., Durham Co.) - the project is within Falls Lake WS-IV. If the project doesn't
need a sedimentation and erosion control plan, then state WSWP rules do not apply, however, the
local WSWP program may be more protective. Consult with Durham Planning Dept. If applies,
the the crossings are public projects, then it's allowed with min of BUA, divert stormwater, BMPs
used.
010498 (Bridgewater Co., Iredell Co.) - the project is within WS-IV-CA of Lake Norman. If the
project doesn't need a sedimentation and erosion control plan, then state WSWP rules do not
apply; however, the local WSWP program may be more protective. Consult with local Planning
Dept. Also, do Catawba Temp Rules apply?
010539 (DOT, Clay Co.) -the project is within WS IV and a SEC plan is required. Therefore, a
public project crossing is allowed if no practical altemative exists. BUA must be minimized,
stormwater diverted, and DOT BMP document followed,
010547 (Griffin Contractors, Avery Co.) - no map, but the project is potentially within HQW and Tr
and maybe even WS-IV.
010659 (DOT, Jackson Co.) - the project is within WS-III, ORW, and Tr. Crossings allowed if no
practical alternative exists. BUA must be minimized, stormwater diverted, and DOT BMP
document followed.
010554 (DOT, Durham Co.) - the project is partially within WS-III and partially within WS-III-CA
The CA must be avoided. If not, show avoidance and minimization. BUA must be minimized,
stormwater diverted, and DOT BMP document followed.
010552 (David Duncan, Buncombe Co.) - Gap Creek is C Tr. No WSWP comment, but the design
shows no structural benefit to the applicant and impacts to troutwaters.
Proiects Reviewed, No Comments, Not in WS:
010570 - Town of Winfall, Perquimans Co.
010501- Winston Salem, Forsyth Co.
010503 - DOT, Yancey Co.
010506 - M/I Schottenstein Homes, Orange Co.
010540 - AG Industries, Rutherford CO.
010576 - Wetland and Natural Resource COnsultants, Catawba Co.
010551- NRCS, Halifax CO.
n.• STATE °
ti
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
SR 1138
Clay County

Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Lund:
March 28, 2001
01 0539
LYNDO TIPPETT
SECRETARY
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 113 8, Wilson 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 Suddawig Branch (Hiwassee River tributary, Class WS IV), 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.
Phone: [phone]
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
Fax: [phone]
70 -?
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Mr. Steve Lund
Page 2
March 28, 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 me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
5Raah Canna , P. E.
County Maintenance 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
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ROAD NAME: WILSON ROAD NO. SR-1138
WORK ORDER NO. 6.922072
FROM CL SR-1135 (SUTTIWIG RD.) STA. 0+00
TO:
ADDITION.
IMPROVEMENT:
IYES NO X
IYES X NO
TO BE PAVED: YES X NO
GUY WIRES T777 I
POWER POLES TO MOVE: F YES NO X
CABLE BOXES 7777 GUY WIRES
TELEPHONE POLES TO MOVE: YES NO X
RIGHT OF WAY WIDTH:
SCALE: it? = 50'
DATE:
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STA. 25+25 END OF PROJECT
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PIPES
ROJECT NO. SR-1938 FLOW ROAD NAME: WILSON
STATION SIZE LT. RT. REMARKS
0+65 36" oplo. REPLACE W/ 48" CMP
10+20 44 ADD 18" CMP
16+50 Poo ADD 18" CMP
18+75 15" REPLACE W/ 18" CMP
20+40 30" REPLACE W/ 48" CMP
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E`o --5m EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: I SYMBOL
PG. NO.
t5013 TEMP. SILT DITCH TSD
_,_- __ -2
TEMPORARY "------"--'---rDIVERSION TD
TEMP.SILT FENCE
:6:
890.05 --"-- -
TEMP. SLOPE DRAIN
"?- ?- V1-8
WITH EARTH BERM
245.02 SILT BASIN ------------"-"--
TYPE-B ?1-12
895.10 TEMP. ROCK SILT CHECK I
TYPE-B VI-16
892.02 TEMPORARY - - -
ROCK SEDIMENT DANI I VI-20
TYPE-B
=10 ROCK PIPE INLET _
PROTECTION V1-22
894.01
VI-24
ROCK SILT SCREEN
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J is IPTION SYIVIBOL
EXISTING FENCE: = OR - -?
-------------------------------+-.
PROPOSED ROAD: ----
EXISTING ROAD: . - - - - - _- _ _-_ _-_ = .
RAILROAD: - _
CONTROL OF ACCESS LINE--------- ------ ._'-------c
-------------
y
SLOPE STAKE LINE: -?-- ' ' - '
- - - - - - - - -
BRIDGE:
•----- - -•---- -------------1-
CONCRETE CULVERT: 3
CHIP PIPE CULVERT
_ ------- -
WOODS: OR
TELEPHONE ORTELEGR--'2H POLE: ?- EXISTING: --o-. PROPOSED:--O-
TOWER POLE LINE: 3- - - - - ---©- - - _.- ® _.-: ; -
POWER POLE: } EXISTING:- d - - PROPOSED:
LINE: ?- -------- - -` I -i. ---- I -_.
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GUARD RAIL:
SANITARY SEWER LINE: 3 -?- -S-S_ - - - - _ - - S :S. ----? .
WATER LINE: --- ? ------------
WATER LINE:
LINE: -------- ----- - ----------------
BRUSH BARRIER
3 ----_?.----•----
------------------
-------- --------------
EXISTING CHANNEL :- , = ?- - _ - - - -
y ----------------- - -
PROPOSED CELANNEL CHANGE:
FIBER GLASS ROVING: ?- ------------- F G R ------
--------------------------------

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SR-1138 STA. 20+40
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& SILT FENCE
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AMP ROCK SILT SCREEN
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0 =
CHECK DAMS
SPACED AS SILT FENCE
REQUIRED &
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2°o GRADE ® 0% GRADE

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PEACHTREE QUADRANGLE
WILSON ROAD, SR 1138 crossing SUDDAWIG BRANCH at Station 20+40
PROPOSE REPLACING EXISTING 20 ft. - 30 inch CMP with 60 ft. - 36 inch CMP
DEM ID
CORPS ACTION ID:
"•1• * '1=?'E : ??.2tIT REQUESTED (PROVIDE NATIONWIDE PERMIT 4) :
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 COLLETED FORM TO THE APPROPRIATE
-IELD 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.
OWNERS NAME : /?) . G , tpgr1 rntvt?- of Trpr?S po.tp f iovn
MAILING ADDRESS: PO Box 1551
SUBDIVISION NT-21E:
CITY: Ame4owJ4 STATE: A) C- ZIP CODE: '2.1?901
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
'-'.AILING ADDRESS ABOVE):
. TELEPHONE NUmEER (HOME) :
(WORD:): 8;t 8- 3?..1- 1?1o.5
IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPOPATE OFFICIAL, ADDRESS,
=HONE NUMBER: T. RA1p l CgnnKja e PE
n) C. D o 7-
P0 8oX 155) $z8 -3Z1-`1/05
A y%J rews, AL 28901
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
IAP OR AERIAL PHOTOGRAPHY WITH SCALE):
'OUNTY: G(ay NEAREST TOWN OR CITY: NAytiviIle.
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SPECIFIC LOCATION (INCLUDE ROAD
i??MBERS, LP.i1D?I:yP.E:S, ETC.) 5R H3$ y-);ls." R"j C)u? Comr+y
6. IMPACTED OR NEAREST STREAM/RIVER: H "' wa saw
RIVER BASIN: H-wgac,,--
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 [ ] NO [ ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MA..NAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO (XI
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?
h /a
°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 AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): h/a-
Sb. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK: n a
9a. ESTIMATED TOTAL NUMBER OF-ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2
It,

OF WETLANDS IMPACTED D TFiE PROPOSED PRCjECT 3Y:
ILL_:i0: EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF ch4n8?-
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
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 IMFACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DP.M/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
?WATERSHED DRAINING TO THE POND? r%10-
,;HAT 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) :
ra?l,?c c?c;s+;nq ?t-o ff - 30"cmP wil (ooh c-P. - 3G ? c %P
a'{- SF..?i on ZO ? CA ..` V-46 hot AGL'?10C QhAaeV p?l?np1?Nt115

13. PURPOSE OF PROPOSED WORK: V???en qr? 9auZ e??S?inq ,Stcordwry /good `0
Mtf-f" e- C -vi i:s+; nq N GDoT .54-0%L04S
3
a
A
18. TF..? 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
ARID 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?
i-i4 , res'oae-,f;m(
f. IF APPLICABLE, WHAT IS PROPOSED MIETHOD OF SEWAGE DISPOSAL? ^-
g. SIGNED AND D-.TED 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 TRE 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.
.
- 41wjp? OWN R'S/AGEN ' SIGNATURE
3 m to i
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
ft,

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 V 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 9
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO [I r, /0-
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
6
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Kerry S. Becker
WQ Supervisor: Forrest westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT -- SR 1138 County Clay
Project Number 01 0539 County2
Recvd From DOT Region Asheville
Received Date 4/10/01 Recvd By Region 4/19/2001
Project Type crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream F,7- O N F- 1-40 WSIV F--- 40,501. F- 40.00 F-- F
Y ON
?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y QQ N Did you request more info? Q Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y Q N
Is Mitigation required? Q Y * N Recommendation: QQ Issue p Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 350259
Comments:
Longitude (ddmmss) 835538
cc: Regional Office
Central Office Page Number 1