19970209 Ver 1_Complete File_19970312

.
State of North Carolina
Department of Environment.
Health and Natural Resources
Division of Water Quality

James B. Hunt, Jr.. Govemor
Jonathan B, Howes. Secretary
A. Preston Howard. Jr.. P.E.. Director

_RA

DEHNA.

March 20. 1997
Wilkes County
WQC 401 Project #970209

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:

-
You have our approval. in accordance with the attached conditions. to place fill material in wetlands or
waters for the purpose of improving SR 1564. as you described in your application dated 12 March 1997.
After reviewing your application. we have decided that this f1l1 is covered by General Water Quality
Certification Number 3100 or 3108. This Certification allows you to use Regional General Pennit 031 or
Nationwide Pennit Number 26 when either 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. 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, In addition. you should get any other federal. state or local
pennits before you go ahead with your project including (but not limited to) Sediment and Erosion Control.
Coastal Stonnwater. Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when tbe accompanying 404 or CAMA pennit expires unless otherwise specified in the General Certification.
Applicant is reminded to use High Quality Waters BMP's for this 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 confonns 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 fmal 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

cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr, John Dorney
Central Files

970209.ltr

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% recycledl1 0% post consumer paper

DEM ID:

'* 970209.

401 \SSUED

CORPS ACTION ID:

NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):

PRE-CONSTRUCTION NOTIFICATION r~p~19--nN

FOR NATIONWIDE PERMITS THAT REQUIRE: Ii'LI,lf ljAR ' _
, I ,., I ~ 1997
1) NOTIFICATION TO THE CORPS OF ENGINEERS ~,
2) APPLICATION FOR SECTION 401 CERTIFICATION. T~E1:i]'TiD:,~'
3) COORDINATION WITH THE NC DIVISION OF COASTAL ~~.

3END THE ORIGINAL,AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
:~ELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.~. DIVISION OF ENVIRONMENTAL MANAGEMENT
'SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.

OWNERS NAME:

1J,t!, VaV:J/)7"//;L.7,rj {)/- fi.j-);'v:5?cJ/;)77~!77ol-)

/-, .,
/ !j/V, 0/::- /-ltJt." j
,/

MAILING ADDRESS:

-po. Box

250

~ !

SUBDIVISION NAME:

~ITY: "lORn! JL/1/frCS ba20

STATE:

;1/f.

ZIP CODE: 28(:JS-c;

~FlOJECT LOCATION ADDc.E,53, INCLUDING SUBDIVISION NAME (I F DIFFERENT FROM
l.i\ILING ADDtl.ES:=:> ABOVE) :

3. ' TELEPHONE NUMBER (HOME):

(WORK) :

9/0-007-GJ//7

~. IF APPLIClI.BLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
?HONE NUMBER: 7)E7./NIS f:( 'dt...7//../E:7f ~....-57-: UIsne/c"r EN/~ IA/EE/::!....

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). LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
.~p OR AERIAL PHOTOGRAPHY WITH SCALE) :
:OUNTY: J, /:/,~E,S NEAREST TOWN OR CITY: Ikl!1l/ /.dI /f'ES bC)l2o

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SPECIFIC LOCATION (INCLUDE ROAD
'5,[2 ISG:-4 (QOTEfJ Cl2EEk) i="Q.orY'>

II
, ,
: ,
i I
: ,

~UMBERS, LANDMARKS, ETC.):

<;12. 1'5(02- 10 DEI\D

EIJ'D,

l '5f:..E A TIY\u-\ED v\\N:., .)

). IMPACTED OR NEAREST STREAM/RIVER: UI-lKUD<0W\iL.lbio .12.0TEW c..ILEE.,k k\sIL-TP-OuT.

RIVER BASIN:

\jAD~\d-
,

7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL
(SA), HIGH QUALI~~RS (HQW) , OUTST~~DING RESOURCE WATERS
3UPPLY (WS-I OR~ YES [~ NO [J IF YES, EXPLAIN:

W~IL - Te..oUI

SALTWATER
(ORW) , WATER

I
t I

lb. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
1ANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [] NO [~

lc. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
~;rST OF COASTF.L COUNTIES), \'IHAT IS THE: !..ANO USE PI,AN fLUP) DESIGNATION?

I
I I
I

3a. HAVE ANY SECTION 404 PERMITS B~ PREVIOUSLY REQUESTED FOR USE ON
rHIS PROPERTY? YES [] NO [~IF YES, PROVIDE ACTION I.D. NUMBER OF
?REVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
::ERTIFICATION) :

3b, ARE ADDITION~PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
~TURE? YES [vr' NO [J IF YES, DESCRIBE ANTICIPATED WORK:

9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:

/ /. 26 /1Ci2.6.$

9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
4. 36 /-JcK'E~

2

I
I
" ,

I.

lOa. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:

FILLING:

EXCAVATION:

DRAINAGE:

TOTAL ACRES TO BE IMPACTED: ,!), 08 /-?~,k!(-"s

I
I
I,

:0, \

FLOODING:

OTHER:

h;/;)r"" ;2t:'u 1/)( ,- /7' r""/'-,-;CS

lOb, (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :

LENGTH BEFORE:

/l1,tJ

FT

AFTER:

;<:1 I A

FT

WIDTH BEFORE (based on normal high water contours) :

N/I~l

FT

WIDTH AFTER:

#I/~

FT

AVERAGE DEPTH BEFORE:

/1/1 H

FT AFTER:

}//p

FT

(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)

OPEN CHANNEL RELOCATION:

/I//J

PLACEMENT OF PIPE IN CHANNEL:

/V/A

.." 1..-\
CHANNEL EXCAVATION: /i/h'

CONSTRUCT.ION OF A DAM/FLOODING:

,v//:}

OTHER:

B/Jc?

/2c.,o.J;/1 1"(' /)) C'" AJI-S

11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? " /1//:)

I,

WHAT IS THE EXPECTED POND SURFACE AREA?

/1,1/ ;4

12, DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ,
ONLY): ,'::::,7/A</:.;. a I ~,"</>""J- ><"",ij",jl;j~_I'. ;Ol.c!. W)/1,., c,5",fl~e
I

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, '
\-:,

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AND

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DIIIII'I,N-;6 <"'" U"vd....,.,::.

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t:' c/)C;c.(/,Q</",..
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13. PURPOSE OF PROPOSED WORK:');:, L:.-;Jc I/"';;! .~':' -;;1,c /( 'Irl~~/'//', 6 /),.:.-ID

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a~na3HDS ~O~~NOD NOISOH~

CON~TnUCTTON ~Eot'ENCE Fon InSTALLING RO^DW^Y CULVERTS

,. Cl"~r nnly ennl10h are~ and install the downst:r@Htm tneasures
~l1r.h ~~ ~!lt check dams, silt screens. and silt: basins as
noted on pl~n.

2. Exc~v~tp the 2' b~se tall ditch,

3. EKr~v~tp and install the roadway culvert.

~. In~t~ll gedlment control measures at inlet as not~d on
p]~n.

5. TTl~t~11 ~fM:Hlon~l pipe outlet protection and inlet
protection ~g noted,

""
.

....-.,
....

EROSION CONTROL
DETAILS AND
SPECIFICATIONS

Std. # Description Symbol
1 b 05. 0 I I Temporary Silt Fence III III
163CJ,03 ! Temporary Silt Ditch -TSO-
1 h3ll,o;5 Temporary Diversion - TO --
'.. 1622.01 Temporary Slope Drain I--
1630.01 Silt Basin Type-A -8
.: ,1630.02 Silt Basin Type-B t?'//~
1633.01 Temporary Rock Silt Check Type-A ~
1633.02 Temporary Rock Silt Check Type-B ~
1634.01 Temporary Rock Sediment Dam Type-A ~
1634.02 Temporary Rock Sediment Dam Type-B Q)AU
1635.01 Rock Pipe Inlet Sediment Trap Type-A
1635.02 Rock Pipe Inlet Sediment Trap Type-B aU
1636.01 Rock Silt Screen J
1630.04 Stilling Basin ~

Rock Inlet Sediment Trap:

1632.02

A g-- OR --A)
B g-- OR -- B)
ego-oR --c]

1632.01

Type-A
Type-B
Type-C

1632.03

868.04

Rip R;:!p tined oitch....,.................. J~?- ]
Flberql<'lss Roving Lined Ditch..,.......... l.f1JI.J1..J'J1JV1.f1-'
R.1p Rap FiJI Slope F'rotec\:.ion............. ~

Section-lfj31.

868.01

Small stream or Branch. -"......,...,...,.

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SEcrrION 1042
RIP RAP MATERIALS

J042-1 PLAIN RIP RAP.

Slone for plain rip rap shall consist of field slone or rough unhewn quarry
slone, 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 uroken concrete from demolished structures or pavement is avail-
able, it may ue 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 \vill not be permitted,

The stone or broken concrete shall be graded to n1eet the following
requirements:

1. ForClass I Rip Rap. Stoneshall vary in weight from 5 t0200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of GO pounds each. Not rnore
than 10 percent of the total weight of the rip rap may ue in individual
pieces weigh i ng less than 15 pou nds each,

2, For Class 2 Rip Hap. Slone shall vary in weight from 25 to 250
pounds, A t least GO 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 ue in individual
pieces weighing less than 50 pounds each,

G91

HIGH QUALITY "VATERS

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 ground cover sufficient to restrain erosion must be provided for any

EROSJON CONTROL'PLAN

SR 15Co4
COUN'rY LJJ: \ k.e!.
LOCAL NAME A crt ~,....,
\.jQRK ORDER NO.

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DISTRICT ENGINEER:

, DJ T eT2UJr~ 1)1<8 'b"z3/~

No ~......... ,r:1. r."
R."",,, Cl<.

ROADSIDE ENVIRONMENTAL
ENGINEER

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NOTE:

PIPE LOCATIONS MAY VARY DUE
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S,!,ATE OF NORTH CAROLINA SUBJECT 61'l()//./i...::' ~,/ P,4V//.J6

EPARTMENT OF TRANSPORTATION lJllk'IIC'(/)11 7?<)/Y -;-..; J3.:,7l;:7.I djS,
DIVISION OF HIGHWAYS 'ytJS :II - I~OUr::-
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RALEIGH. NORTH CAROLINA 27fS11 CHECKED BY

PROJECT :5;2 /5w4'-

DATE

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W, /1)65. COUNTY
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