19960659 Ver 1_Complete File_19960710

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
APPROVAL of 401 Water Quality Certification
Mr. D.K. Bennett
N.C. Dept. of Transportation
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Bennett:
v?EHNR
July 17, 1996
Ashe County
DWQ Project # 960659
You have our approval to place fill material in 0.02 acres of wetlands or waters for the purpose of
installing culverts at SR 1143, as you described in your application dated 3 June 1996 (received 10 July
1996). After reviewing your application, we have decided that this till is covered by General Water Quality
Certification Number 3026. This certification allows you to use Nationwide Permit Number 3 when it is
issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Dorney
Central Files
Sinc ely,_
:j
ston How, , Jr. P.E.
960659.1tr
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% recycled/10% post consumer paper

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40' ASSU
STATE OF NORTH CAROLINA
DEPARTMENT OF TT ANspORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P. O. Box 250 SECRETARY
North Wilkesboro, N. C. 28659
June 3, 1996
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch-
6508'Falls-of the Neuse Road
Suite 105
Raleigh, N. C. 27615
\0 ?
??, REr
EIVED
,l(f1 10 1996
FNVIRpNMFNpAC SCIENCES

Subject: Nationwide Permit No. 3 to replace 2 existing pipe
along SR 1143 adjacent to unknown stream trib. to
Old Field Creek WS IV-Trout-+
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of SR 1143
(Clarence Lyall rd.) in Ashe County during the 1996-1997 fiscal
year. Due to the proximity of a small stream being a trib to Old
Field creek WS IV-trout-+ we are requesting a 404 Nationwide
permit no. 3 to allow us to upgrade the 2 existing cross line
drainage structures that will need replacing, and or extending.
Attached is a straight line sketch 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.
A request will be made on this project for a Temporary
Encroachment in the Trout Water Buffer Zone, and I am asking Ms.
Goudreau to comment directly to me concerning the Trout water
buffer zone encroachment.
L

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 l.ike., to ,heg-in_S_construc.tio.n_ as soon- as_ possibl,e... If
further J.nrorma?ion is.,.required, pl`e'ase; .l'e't me,know. Your early
review and'consideratiori wi-11 'be"gre'atly appreciated.
Sincerely,
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: W. ,.E., Hoke, P.E.-., Div.i,s.ion Engineer.
D. ,T. Tetz-1aff-," :Di"strict Erigi"neer,."
County Maintenance, Engineer
W. N. Trivette, Area Roadside Environmental Engine'e'r
Eric Galamb, Water Quality Certification Unit DEM
Ms. Stephanie Goudreau, Mt. Region Coordinator, NCWRC
Doug Miller, Engineer Land Quality Section, DEHNR

DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) : 3 MA???A? ?[-6
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: 9-C 1J T off' -A?St?RcA?Z"to?J
2. MAILING ADDRESS: p-0 3osc ZSb ?' ??(I?FSboRo? C 'aibcas9
SUBDIVISION NAME: ??JP"•
CITY: NIA STATE:
N, L- ZIP CODE: MIA
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME ?(IF DIFFERENT FROM
MAILING ADDRESS ABOVE) S?. 114.3 LCIAR.ENCrg- (•-?A I1 ?• 1 FR on, LAS 22 ( T't:?
>?ND oi= PA144Z?rnE:WT' N?A2 %a, To7rezsoo SSE. MAp kim" f+ex)
3...TELEPHONE NUMBER (HOME):
(WORK) ?1'l0' CoCo'1 9(17
4: IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: lAW.-v/S L??ti/NE7T? / T Z??STl2/LT ?kL?2
A) C 2? o,T o i Ox 2 N , 1?1 l k ES 60Qg g .c.
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): ''''++ t
COUNTY: NEAREST TOWN OR CITY: W- 'T?F-Ekso?J

1

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : S 11dr3 ! C?-Ae-E??-E LyquLq•Q FP-ovn
us 221 i o ENt? o? ?I?vErn?UT.
6. IMPACTED OR NEAREST STREAM/RIVER: 0.14kJnw0 -rf"(3. T- 011) FICC.D Gk.
W S ?' - ! ROUT -t-
RIVER BASIN: NE-UJ QlvC2
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT TIDAL SALTWATER
(SA), HIGH QUALITY TERS (HQW), OUTSTANDING RESOURCE WATERS'(ORW), WATER
SUPPLY (WS-I O S-II ? YES [ ] NO [ J IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [V]'
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 [V?--IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND_ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERM REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO IF IF YES, DESCRIBE ANTICIPATED WORK:
AL NUMBER OF ACRES IN TRACT OF LAND: 2 18 AcoSS
9a. ESTIMATED TOT
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
O.O 2 Ae-2E'
2
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : - o l &LSuQE 1t2.opt$R Pr1A. 5 A.r?: 'DfZR tt-??Coar m itit M t 'ZZG. !501L
S(2:oStotJ A09 5?t?Mrn+TATtt?c? QSU-Ar- W\-O-ASu2.E5 tsLte-k AS Polk-A-0
P04-t}M STDtJ E, SILT a ASl wS S IIT ?cNCC A.IJ? S (I-T Sc.e e7=E3Js
W1?? be- Unuzeb ANb MAiu-r-4/WM 7-= kii(il #-,QA mi;jtmIZ-C
1'f`h A-c?'t5
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 PERM?T AREA THAT MAY BE AFF CTED BY THE PROPOSED PROJECT. DATE
CONTACTED. il'1 -', % T2.'!a;,x0- T- (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: IIiA
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [Q,---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 (I NO [ J
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 TOMS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
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OR IMPORTANT N..
MILEAGE NOT S,.
EROSION.CONTROL SCHEDULF
(1) All adeatiate temporary erosion control measures will be
installed before clearing and grubbing operations begin.
(2) As construction progresses temporary and permanent
er.oGion control devices shall be installed in a timely
manner, according to any special permit requirements
and /or rerjuirements 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
accomplished within 30 working clays 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.trsitant to G.S. 113A-57(3) provisions for a ground
cover sufficient to restrain erosion must be
provided for any portion of a land-disturbing
activity in a HQW zone within 15 working days or 60
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,
regtieat will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation device!el will be based on the
condition of established ground cover of that area the
device is serving.
CONSTRUCTION sEOUENCE FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and Install the downstreatit measures
such as silt check dams, silt screens, and silt basins 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 notsd on
plan.
5. Install additional pipe outlet protection and inlet
protection as noted.
i?
EROSION, CON--i. ROL
DETAILS AND
SPECIFICATIONS
Std. ' Description -? Symbol-
1605-01
t 63a.a3 Temporary Silt Pence
Temporary Silt Ditch -+tt---H -
TSD
t G3°•aj Temporary Diversion TD --
1622.01 Temporary Slope Drain `- `-
1630.01 Silt- Basin Type-A -?
.1-630.02 Silt Basin Type-B
1633.01 Temporary Rock Silt, Check Type-A
1633.02 Temporary Rock Silt Check Type-13
1634.01 Temporary Rock Sediment Dam Type-A
1634.02 Temporary Rock Sediment Dam Type-B :D %
1635.01 Rock Pipe Inlet Sediment Trap Type-) A
1635.02 .
1636.01 . Rock Pipe Inlet Sediment Trap Type-B
Rock Silt-Screen B 5`

'
1630
04 i
.
- n
Stilling Bas
Rack Inlet. Sediment Trap:
1632
01 -A A '- OR - A
. Type
1632.02 Type-B. B OR B
1632.03 Type-C C -- OR -- C
868.04 Rip Rap Lined Ditch ..... ....... ....... . ....---?Q-? --
Section-1631 Fiberglass Roving Lined Ditch .. ........... vvvwtnlWL'
ti
868.01 on ..
Rip Rap Fill Slone Protec .... .. . . . . .
Small Stream or Branch ....................
?? f E C???T1cY E?+?2gY O?s?P,?ToFt ? +??
s e e t
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone fo'r plain rip rap shall consist of fieldstone or rough unhewn 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 Nvill not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class I 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 minimum 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 100 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
HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area
of 20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25 year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2 year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation.
5. A around cover sufficient to restrain erosion must be provided for any
EROSION CONTROL-PLAN
SR 1143-A
COUNTY A.
LOCAL NAME G,??? c?c? I-_v h11
WORK ORDER NO.
DRAWN BY:
_W.fY\: ffV??;5 4-o3-g to
DISTRICT ENGINEER:
ROADSIDE ENVIRONMENTAL
ENGINEER
[COTE :
PIPE LOCATIONS MAY VARY DUE
TO GRADE CHANGES IN ROADWAY
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ION CONTROL PLAN
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