19960329 Ver 1_Complete File_19960418

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management Ave
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
April 23, 1996
Ashe County
DEM Project # 960329
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. D.K. Bennett
N. C. Dept. of Transportation
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Bennett:
You have our approval to place fill material in 0.14 acres of wetlands or waters for the purpose of
improving SR 1371, as you described in your application dated 2 April 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number
3027. 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. Applicant is
reminded that sediment and erosion control measures for High Quality Waters shall be used for this
project. 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 Environmental Management 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 DEM Regional Office
Mr. John Dorney
Central Files
ton Id, r. P.E
960329.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 500% recycled/10% post consumer paper
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STATE OF NORTH CAROLINA 9 6 0 3 2 9
DEPARTMENT OF Tk NSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P. 0. Box 250
North. Wilkesboro, N. C. 28659
April 2, 1996
RECEIVED
APR 08 1996
ENV'R RENTAL SCIE?NCES
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, N. C. 27587
Subject: Nationwide Permit No. 3 to replace existing pipe
along SR 1371 adjacent to small stream,
Lost Branch 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 1371
(Joe Weaver Rd)., in Ashe County during the 1995-1996 fiscal year.
Due to the proximity of a small stream, (Lost Branch) Creek Class-
c-trout we are requesting a 404 Nationwide permit no. 3 to allow
us to upgrade the 10 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 of Lost Branch and I
am asking Ms. Goudreau to comment directly to me concerning the
Trout water buffer zone encroachment.

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.
Wewould 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
Doug Miller, Engineer Land Quality Section, DEHNR
l
., n . CZ L" Fy. Ca ??
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ACTION ID: -
DEH ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #):
JOINT APPLICATION FOR.{ FORb?tS+SR? D
NATIONWIDE PERMITS TRAT REQUIRE NOTIFICATION TO CORPS, OF
NATIONWIDE PERMITS TEAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS TEAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVI ONMEN , HEALTH`,
AND NATURAL RESO S
P.O. BOX 29535 t?
RALEIGH, NC 27626-0 p
ATTN: MR. JOHN DORM ? rj,?.PR 8 1.
Telephone [phone]E
?.rz
g
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO TH'E'C.ORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION NOF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890,
ATTN: CESAW-CO-E
Telephone [phone]
1. OWNERS NAME : g• C 'DEPAQT MEtJT 01E TIZAI-45 PO FETAT10l?I
2. OWNERS ADDRESS: ..0• Box 25a
!? 0 2.Ti-1- u.i t IScES boe.ois C _ Z 8(0?9
?/O ' ?0<07^ 9/? 7
3. OWNERS PHONE NUMBER (HOME): (WORK):
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: D K ?ENN -
?lo,e C,J, t.?E'S?o iy ? Z S Co ? `?
5. LOCATION OF PLANNED WORK (ATTACH HAP). COUNTY:
NEAREST TOWN OR CITY: L0,i4s Cz S? 1311
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Toc_ W EAVS2 ? FRo+v? S R 13 ?o To 5 i? i 3 5 8
6. NAME OF CLOSEST STREAM/RIVER: Lo?T 3ttauc.ld GIASS -L--r2
7. RIVER BASIN: ZkV
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROD , SA, HOW, ORW,
WS I, OR WS II? YES 14--', NO j )
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
j rJ
PROPERTY? YES j ) no
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
n? ???f1Gt/1'JG!
WETLANDS, LOCATED ON PROJECT SITE: /5),1¢ ??' o
3/30/92
Y?
f a'

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: O-? ?i?TI,?w•.?r*+
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) : 21F-?1A1LS 10 e-20S SLI i lIS
peAtmAt-3r~ I?ipE w,T)A C. S . '?,PE -f"0. -lr y iDE SkFe AisO tJE QU ?T E
"pmAikk*G3E iJur1r--2 ora "
13. PURPOSE OF PROPOSED WORK: 7a Psc L%71o-S -rt1e 1`LI?EN i ht(?, Ik km pAApA4(v
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND. 1
IMPACTS. TO Iti13Ut2.? PPAPE(? d.l? ?RAtNPGtiE, m)t'4% lmz Solt Ep-p%tol-z ?sNc?
'5tD MENrark , 11sua?. rn SU?z s Sctc h as Q?rT? ?f2a ?w sty szaN?, SILT
Vk'Qe?-. ??? -5??-r 5??? ?? t,??1i b? ?a 1.?-x c +?+.k?. r?e?? ?
-ro 4V610 PtoD rc??,aivrizE lmpp-Cm-
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USE-WS) AND/OR NATIONAL, MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR 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. HAVE YOU DONE SO? YES (yam NO ( )
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES ( J NO
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY.
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. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? ?Sip&?vT7A4-
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
f I wtt? '
OWNER'S SIGNATURE DATE
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SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone 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 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
r
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 out in G.R. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Piirnriant to G . S . 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
accomplished 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
Piirsuant 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 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
request will promptly be
Environmental Unit for s
(5) Any removal of siltation
condition of established
devIre is serving.
D.O.T. Maintenance Forces,
made to the Division Roadside
Cage and permanent seeding.
devices will be based on the
ground cover of that area the
CON^TRUCTTON SEOUENCE FOR INSTALLING ROADWAY CULVERTS
1. Clear only eno»gh area and install the downstireath measures
such as silt check dams, silt screens, and silt bssins 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.

Std # )Description Symbot_
16 Oj G(
1630.03
16.3a.0,5
1622.01
1630.01
:1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
1636.01
1630.04
1632.01
1632.02
1632.03
868.04
Section-1631
868.01
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt Basin Type-A
Silt Basin Type-E3
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:
H!--
_ TSD
- TD
a- 4--
4D
-:D %
B
- Ill
Type_A A -- OR •• A
TYPe-B B ?? -- OR ° B
Type-C C ?-- OR ° C?
Rio nap Lined Ditch ........................-?fl_--?, --
Fiberglass Roving Litiecl bitch ............. vVV1PJ1rlNU'-''
nip Rap Fill Slope Protection .............
small stream or Branch ....................
P; ?E C? ? ?T 1 G T E ? cag7 O ? s ? P,?To ft
o • •
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