19970210 Ver 1_Complete File_19970311

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:
?A4L7EHNR
March 20, 1997
Ashe County
WQC 401 Project #970210
You have our approval, in accordance with the attached conditions, to place fill material in wetlands or
waters for the purpose of maintaining SR 1552, as you described in your application dated 2 March 1997.
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3127. 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. 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
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stonmwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specked in the General Certification.
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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Dorney
Central Files
Sin ely,
on How , r. P.E.
970210.1tr
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
9 7 0 A EQ
STATE OF NORTH CAROLINA
DEPARTMENT OF TMNSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P.O. Box 250
North Wilkesboro, N. C. 28659
Mar. 2, 1997
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
6508 Falls of the Neuse Road
Suite 105
Raleigh, N. C. 27615
RECEIVED
MAR t 1 19971
ENVIRONMENTAL SCIENCES
. 'J
Subject: Nationwide Permit No. 3 to replace 5 existing pipe along
SR 1552 adjacent to unknown trib. to North Fork New River
HQW
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of SR 1552
(Richardson Rd.) in Ashe County during the 1996-1997 fiscal year.
Due to the proximity of an unknown stream being a trib to North
Fork New River HQW we are requesting a 404 Nationwide permit no.
3 to allow us to upgrade the 5 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.
Ank
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,
?/< ?
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

DEM ID: 97021_ ® CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #}:
slul 1SSU,D
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
"ND THE ORIGINAL-AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
:ELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
;) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
.. OWNERS NAME:
o f°
MAILING ADDRESS: 1 O ? O)C 2 J O I V O RT? U lkc5ti3R0 U 2_K59
SUBDIVISION NAME:
:ITY: R?1.?S?nRf] STATE: N.?. ZIP CODE: 28
'ROJECT LOCATION ADDRESS, INCLUDING. SUBDIVISION NAME (IF DIFFERENT FROM
AILING ADDRESS ABOVE):
...TELEPHONE NUMBER (HOME):
I. IF APPLICABLE:
'HONE NUMBER:

(WORK) c" (o is f=t-I
'S NAME OR RESPO SIBLE CORPORATE OFFICIAL, ADDRESS,
?pa.t?-'i [= 'fir' SS n t'SkR;C_? ? g ?n1 ? R
i. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF.USGS TOPOGRAPHIC
1AP OR AERIAL PHOTOGRAPHY WITH SCALE):
:OUNTY: Ashr NEAREST TOWN OR CITY: f?E?rrCRShN
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SPECIFIC LOCATION (INCLUDE ROAD j
NUMBERS, LANDMARKS, ETC.) : k A.Z. So,] { E' n aA , ?"??`??
SR, 15 5 S SR 15 59 rvEag CAPstm-,?- sEF
6. IMPACTED OR NEAREST STREAM/RIVER: LkN ki4 o w,, j Tp, Lam , +n N tpit Po P , J New Runk,
p i
RIVER BASIN: ??-?r'eE1?? R
7a. IS PROJECT LOCATED NEA TER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS HQW , UTSTANDING RESOURCE WATERS'(ORW), WATER
SUPPLY (WS-I OR WS-I2)? YES NO [ ] IF YES, EXPLAIN:
Q `N
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [`?
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
113T OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN.(LUP) DESIGNATION?
3a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
PHIS PROPERTY? YES [ ] NO [?]' IF 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 [ v]'? IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND :
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2

DRAINAGE:

r
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION/):
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: E FT
AVERAGE DEPTH BEFORE: NIA FT AFTER: NI FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
CHANNEL EXCAVATION:
OTHER* *1, CN TtF' Q?w?c .?
PLACEMENT OF PIPE IN CHANNEL:
CONSTRUCTION OF A DAM/FLOODING:
11. IF CONSTRUCTION OF A POND IS PROPOSED,-.--WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? 6YA
WHAT IS THE EXPECTED POND SURFACE AREA? AA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): c IAA ' eRRSS?iN?c DRa?I?AQ? ^" D
L? ORrnF+c'= t.: ..r_Qt ?-S'=" t i•J^s +...? ?' ?'iCr'f.I-''??"---tt 1?_F' ?" f?a'1/"cl.a<./.
13. PURPOSE OF PROPOSED WORK: f O t'A ctAT1 +?E ?+`1
r
TOTAL ACRES TO BE IMPACTED:
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED"
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAN
IMPACTS) : 'r6 I /y'S e? R r* DRa D'c/p' Arm A / .PAi:v N
?+f'?.a5+,?e??'? '`t,rC? ys ?; jt'1' ;?? 1L? s?=??r`y ??r ? ??? St•/? .l?ASI?'r ?i
,, rte' r '?f1t i'r A I y C 1 1 /? Gee, i'J C"" f11 S ?f ?f ! •°? "'? .' , w('7 it'°)•
tX ? <: ?a i a`J? t ..l rr
?t
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: "6v _ 050 fl rAlis I-E (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 MAYRBE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: ?.?26
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES (4----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 I'll"
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
s?
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. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
AILA
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.
OWNER'S/AGENT'S SIGNATURE
7
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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Add
Sfia,. 2 t + 25
30., Is"
Aa8
1+5. 2-q " C5 P TYPE "B`
2 0 'i_ 0c
OSION CONTROL PLAY
OWN TY
OCAL NAME Rte-,tPgAcfznt Rd.
ORK ORDER NO.
..to Folk/, `i-1c R'tgc-C- 1
'T
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L
oaa r
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? EA.2?•? ??RP1
CiLE 1" = 100,

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:ROSION CONTROL PLAN n SKzx2
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,OCAL NAME R ic?,aRd Sort Rd REplsr c
TORK ORDER NO. 5 8
.m z515" c,SP PIA?c
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6i-A. 5174 *.5 A
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40' 15"
t?c1
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a.oo?
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EROSION CONTROL PLA-N
SR ISSZ
COLNTY n
LOCAL NAME R C1n RCSOrI Rq
WORK ORDER NO.
to NaR.?? ?-aRk r r--'A
SCALE I" = 100'
117-
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+ A a p
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33+50 2,4" AP6?6-cSp TYPE'

t? Ian 'csP Pig,
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Std. Description' Svmbot
!605.01
163a.v3
G3v.aj
1622.01
1630.01
..:,.A-630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02.
1636.01
*1630.04
1632.01
1632.02
1632.03
868.04
Sec?ion-?6,3I
868.01
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt- Basin Type-A
Silt Basin Type-B
Temporary Rock 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:
,1
TSO
TO
s--
4
ag
Au
B a
Type-A A 1[= OR -- A
Type-B. B f-I 0 1 --OR B
Type-C C -- OR -- C
Rip Rap Lined Ditch ....................... --
Fiberglass Roving Lined Ditch .. .. .. . .. . . .. eVVuVtntvV1--
Rip Rap Fill Slope FrvEection...........
Small stream or Branch ....................
f' E C? t ?T l c i ? -. ?cLg ?r O ? s ? ? +?To 4z
J

o ? e ?
SECTION 1042
HIP HAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone foi- 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 deniolished 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 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
EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be
installed before clearing and grubbing operations begin.
(2) As construction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner, according to any special permit requirements
and /or requirements set alit in.r.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
acromplished within 30 working days or 120 calendar
days following completion of constrmctlon or
development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Piirsi..iant to . G . S . 1 13A-57 (3 ) provisions for a ground
cover ?lifficient to reQtrain.erosion must be
provided for any portion of.a land-disturbing
metivity in a HQW zone within 15 working clays 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, .
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 i4 serving.
CONSTRUCTI-0N SEQUENCE FOR ITJSTALLINQ ROADWAY CULVERTS
1. Clear only enough area and install the downsti-e-AM neasures
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 noted on
plan.
5. Install additional pipe outlet protection and inlet
protection as noted.
i
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
efriciency 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
nisEz KIW
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10-23-
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----
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it G5}• o l X00
1A G:Nl ire. = 30 Pr 30' x 4S"x 30" CSP
U.-Hk``wow,u ?,, a c>?. W z 45' x 4 ?„
npoRARy &710:510j4 cow -=L
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1,? ?1J GlUdE '1 Empc)QA -.
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