19970683 Ver 1_Complete File_19970729

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
yl.X?FA?EHNR
August 20, 1997
Ashe County
DWQ Project # 970683
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Dennis K. Bennett
N.C. Dept. of Transportation
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Bennett:
You have our approval, in accordance with the attached conditions and those listed below, to fill
in 0.02 acres of wetlands or waters for the purpose of paving SR 1185 at Jefferson, as you described
in your application dated 21 July 1997. 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 Nationwide Permit Number 14 when it is issued by the Corps of Engineers. 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. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specked in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required
to send us a new application. 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) (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. Sediment and erosion control measures shall adhere to the
design standards for sensitive watersheds (T 15A:04B .0024).
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 919-733-1786.
S' ely,
ston Howard, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Winston-Salem DLQ
Mr. John Dorney
Central Files 970683.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycl"l0% post consumer paper

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97068
STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P. 0. Box 250
North Wilkesboro, N. C. 28559
July 21, 1997
RECEIVED
Alt 291997
.Mr. John Thomas E
U. S. Army Corps of Engineers ??CN'NTq ySC?ENCES
Regulatory Branch
6508 Falls of the Neuse Road
Suite 105
Raleigh, N. C. 27615
Subject: Nationwide Permit No. 3 to replace 1 existing pipe
along SR 1185 adjacent to unknown stream Crib. to
Buffalo Ck. class c trout
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of SR 1185
(Dollar Rd.) in Ashe county during the 1997-1998 fiscal year. Due.
to the proximity of a small stream being a trib. to Buffalo
Creek Class C Trout we are requesting a 404 Nationwide permit no.
3 to allow us to upgrade the 1 existing cross line drainage
structures that will need replacing.
Attached is a plan sheet with proposed erosion control, stream,
stream embankment, pipe crossing, and marked county map.
By copy of this letter I am asking Ms. Stephanie Goudreau Mt.
Region Coordinator with the North Carolina Wildlife Resources
Commission to comment directly to you concerning the 404
Nationwide Permit request.
(9

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.
We would like to begin construction as soon as possible. if
further information is required,, please let me know. Your early
review and consideration will be greatly appreciated.
Sincerely
W, X.
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: W. E. Hoke, P.E., Division Engineer
D. J. Tetzlaff, District Engineer
County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Ms. Stephanie Goudreau, Mt. Region Coordinator, NCWRC
Matthew Gant, Engineer Land Quality Section, DEHNR
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?
?t s I D ?tv i i x l.. - 1\ t'j L A y t2..1 C Li t_: -fu tz(C
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.
OW ER'S/AGENT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
9
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN- WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : -TZ> A tJ D f5A4 °-E !7 LA { I,iAG(-:-, A N D
M11.1IM7t S0(L G--9-0Si00 f!?NS3 SE (MEI.i741100, USuAi~
MEA<u2ES :SUC-iA (AS PAR/ 'P-AP
S i L i E= EuL to to D S i (_, i S c ?- t is w I(( t= t.1 1i L i ZE12 1?'s t'!
MAiN?lt.t?, jo A?1csIL3 ?t1O i/11{.i?Mi'Z? -S-
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: - Cc: l t%F L?? 1? C tt- (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: tlI(A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [q--'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 ( ] 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: EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: D.O Z
2p/.ace.
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH, BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N i FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: ! (h FT
AVERAGE DEPTH BEFORE: _FT AFTER: FT
(2) STREAK CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL.THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAMW FLOODING:
OTHER: 17pe P-Z P?c,Lt -MZN-r6
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? I1?A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: ° 1/2" X 11" DRAWINGS
ONLY) lACG L120SSrJ.tt C TJQA/.?A G G /?i,P C !.? 1 ! YL 52 S ?l?Cr
la"4=01 Z7
13. PURPOSE OF PROPOSED WORK: ig, t;NciLl ILt I RE WID E'LlIAG 1414G
\i u C c)-j:- 5r0, //Bs Oo,-IZA¢. ,2d. ?,? ?sc.? 1 pry AkI 1?/J
3
PECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SfZ //SSS ?Z7ol_449 aWj AI'2m-/ N G ?/Q¢

'o. IMPACTED OR NEAREST STREAM/RIVER: G,.?/r?'•J Tr2r?
RIVER BASIN: /Z
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS .OUT TIDA?, SALTWATER
(SA) , HIGH QUALITY WATERS (HQW) , TSTANDING RESOURCE WATERS (ORW) , WATER
SUPPLY (WS-I OR WS-II)? YES [w NO [ ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
:,lAp.NAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES [ ] NO [ V}?^
7C. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
_IST OF COASTAL, COUNTIES), WHAT I_S THE LAND USE PLAN.(LUP) DESIGNATION?

Sa. 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) :
Sb. ARE ADDITIONAL, PEP-MIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ] NO [ V]?IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: /, Q/ 4c1V ?S

9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
?. O Z .4+cl2
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DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT ,"r):
PRE-CONSTRUCTION-NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO Tf CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL 14ANAGE24ENT
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.
OWNERS NAME: I?,C, l??? Rt?-? i^(1EN1 GF ?RAt? 1t???i7?T1?-t
2. MAILING ADDRESS: 'cc" -60X
SUBDIVISION NAME:
CITY: No9-TA l??tk 5'?cP_e STATE: L ZIP CODE:
?R.OJECT LOCAT?ON ADDRESS, INCLUDING SUBDIVISION NAME (ID DIFFERENT FROM
'-!.AILING ADDRESS ABOVE)
3-TELEPHONE NUMBER (HOME):
(WORK) : c?jQ-6G`7'gli`7
4: IF APPLICABLE: AGENT'S NAME OR RESPONSI LE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:l.iJ.15 K -BIEM" -Dt5 (C-1 r NCB
20, -?Rcx 2 ?b 1`lc2T?t 1?-S i 1 b? cam, C a 8(??
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIA/?L PHOTOGRAPHY WITH SCALE): ?•
d F£l?SG?
COUNTY : 46s NEAREST TOWN OR CITY:
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(n 69
Std. Descriotion Symbol
16 05. O t
1,630.03
163o.0j
1622.01
1630.01
..1630.02
1633.01
1633.02
1634.01-
1634.02
1636.01
1635.02.
1636.01
1630.04
1632.01
1632.02
1632.03
868.04
Sac__on-_.6,31
868.01
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt- Basin Type-A
Silt Basin Type-B
Temporary Rack Silt Check. Type-A
Temporary Rock Silt Check Type-B
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment Trap Type-B-
Rock Silt Screen
Stilling Basin
Rock Inlet. Sediment Trap:
„r
_ TSO
TD
A U.J.
e
Ba a RIM
Type_q A 00 --OR --A]
Type-B. B ° OR - g
Type-C C -- OR -- C
Rip Rao Lined DiEch.......... ........... -Z?-? --
Fiberglass Rovino Lltiea Ditch . . .... . . . . . .. uvwVtntW'''
Rio Rao FIJI Slone Protection .............
Small Stream or Branch .................... -.-----7
9 7 Q ?
EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be
installed before clearing and grubbing operations begin.
(2) As constrl.lction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner, according to any special permit requirements
and /or requirements set out in.G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
acr:omplished within 30 working days or 120 calendar
days following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pi.irsuant to G.S. 113A-57(3) provisions for a ground
rover si.ifficient to restrain erosion must be
provided for any portion of a land-disturbing
mr•tivity in a HnW zone within 15 working days or 50
calendar days following completion of construction
or development, whichever period is shorter.
(3) All siltation and erosion control devices shall be
properly maintained until no longer needed.
(4) On projects performed by D.O.T. Maintenance Forces,
request will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will be based on the
condition of established ground cover of that area the
device 11 serving.
CONSTRUCTION SEOUENCE FOR INSTALLING ROADWAY CULVERTS
1. Clear only eno»gh area and install the downstreatti measures
siirh a? siIt check dams, silt screens, and slit bdsins as
noted on plan..-
2. Excavate the 2' base tail ditch.
3. Excavate and install. the roadway culvert.
4. Install sediment control measures at inlet as noted on
plan.
5. Install srlditional pipe outlet protection and inlet
protection as noted.

EROSION CONTROL-PLAN
SR ?/ $$
COUNTY AS??
LOCAL NAME Do //qr R,,,?,
RK ORDER NO.
DRAWN BY:
7-3-97
DISTRICT ENGINEER:
lOx?x?
8x2x?
SHEET?_OF
/S+So E,J,11
STfI • /S?D.?'
Aw'I
ROADSIDE ENVIRONMENTAL 76
ENGINEER
x A,-ld
,o '7_ 14'1 ,8/
35
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o r clndlG' rn.?. ?spc? Yt?nS Ree1ace
if Si?e o? /`oaf ?.S• i°iPL' / ?ail?
57", /S tpo - s7", /? tSD
JO/Qq tt- LIn.L?Ie.-pia,.. why
be Need eW A S?G. ?S?Qi
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8?z?2
ND / ?G r-C T t7 ?t*A /y ?O
?u??klo CPe?k . C 7-k f 1o x 2
dOTE: J,2 x x 2
? ? .
?IPE LOCATIONS MAY VARY DUE
70 GRADE CHANGES IN ROADWAY I _ sue, l? f 5lt f
t 7S `?? B /? ,? /Peg a c S 36
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7-9 +- - - - -? --? - - - -? S TA . /o t 30
;CALE 1" = 100' J(? t OO
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A 35 /F ',f 5,

SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or- rough unllewn quarry
stone. The stone shall be sound, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a rninir7lum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds, each.
2. For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least 60 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of I00 pounds each. Not more
than 5 percent of the total weight of the rip rap may be in individual
pieces weighing less than 50 pounds each.
691
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