19960581 Ver 1_Complete File_19960614

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Jamesa Hunt, Jr., Govemor
Jonathan a 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:
10
E) EHNF=1
July 5, 1996
Wilkes County
DWQ Project # 960581
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of
conducting maintenance activities at SR 2425-A, as you described in your application dated 13 June 1996.
After reviewing your application, we have decided that this fill 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.
Sincerely,
qPjrton H r. P. .
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Domey
Central Files
960581.1tr
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
AARo
/401 ISSUED
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT) R. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P. 0. Box 250
North Wilkesboro, N. C. 28659 RECEIVED
June 13, 1996 SUM 14 1"6
ENVIRONMENTAL SCIENCES
.X"U
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
508 Falls of the Neuse Road
Wake Forest, N. C. 27587
Subject: Nationwide Permit No. 3 to replace existing pipe
along SR 2425-A adjacent to unnamed stream trib. to
Hunting Creek class-WS II
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave rimarily along the existing roadway of SR 2425-A
(Old Salisbury Rd)., in Wilkes County during the 1996-1997 fiscal
year. Due to the proximity of a unnamed small stream being a trib
to Hunting Creek Class-WS II 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, 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.
0
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,
?P, A-. &?e?
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
V `0 0 5 8 1 ACTION ID:
DEM ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT f):
401 ISSUEM_
JOINT APPLICATION tORH !'OR
xATIONHIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
XATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890.
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE•(1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: g.i ne?, Z mg-mT aF TRawS Po?-TA-noi,4
2. OWNERS ADDRESS: EEO. Bcx 250
N o i?'n-l k1 ? I3c?s 6020 11 c 2 8(0 ?9
3. OWNERS PHONE NUMBER (HOME): (WORK): 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: ?• hs?-
ZA '?E?-
. O. 2 O
5. LOCATION OF PLANNED WORK (ATTACH MAP) - COUNTY: W?LKE S
NEAREST TOWN OR CITY: wI "C- oRd 5z Z425-?
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ET
52 2429
rjTlo? T &IL 61OID SAL1513UP-y Q?? F2on, 52 ZQ2? -10
6. NAME OF CLOSEST STREAM/RIVER: Llnikp-tou-3w 51"ZES"M TZi3-70 Nur'j7iNV LK.
GLA55-\ 5--=..
7. RIVER BASIN: 1rAD k I N
8. IS TH ROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, O HS II1 YES NO ( ]
9. HAVE ANY SECTION 404 PERMITS BEEN PREV USLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) mo
IF YES, EXPLAIN.
INCLUDING
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S.,
WETLANDS, LOCATED ON PROJECT SITE: J d/ 4"'2/ 3/30/92

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED
D-OI Ac2E - FPE ,?/A?Emt?JT
12. DESCRIPTION OF PROPOSED WORT, (ATTACH PLANS) : ?ZEp?A.GC G1z?5SI?aE
17RAitiiAG-rt I?1p ?-ni G,S. r?,pE to T'Royr?E uA-7f Qr.iL-D 5AC:-
?rr a r,?A c-? ?- u ? a ? ?oA a W A a ,
13. PURPOSE OF PROPOSED WORK: I o ??IC?L?? TFIE W ??EN?NC? 1? I,? [7 ?A V/ &/C>
©F S2 -Z4-Z-5'-,q
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. T /NSU?E f 2ooE2 A-0 SAFE D/zA/.v 4G E µ ?D /!?/n//m/zt S O/ G
F/lgsio,.J !?n/p SEDim/--??Tln,? GIs/.?C m?ASU?Fs .sum ? As ,g?v /,v?? ? n. s ???
5 ?6 6-1Z7' bRSiv? SILT F i?E?S, f/ S/L? .SG2? , !•Ji// bG &77G/ZE4 Htjo
•n/,?/%ri.zE ?MPacTS
/YlAiivT/T/NE1J T /4vOia A/10
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NHFS) 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 (`),-' NO ( J
RESPONSES FROM THE USFWS AND/OR NHFS SHOULD BE FORWARDED TO CORPS.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES It? 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 HAP 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.
fIF? ?n?V?/AL
E. WHAT IS LAND USE OF SURROUNDING PROPERTY7
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
/V114 C/N /?j n/DuJnJ
OWNER'S SIGNATURE DATE
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KEY TO COUNTY ROAD NUMBERS
ALSO -u " 1441, 1442
NOTE: MAP INCLUDES ONLY STATE MAINTAINED R
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOWN ON FRONTAGE R(
ROADS SHOWN AS OF JAN. 1, 1998
EROSION CONTROL SCHEDULE
(1) All ndenllate temporary erosion control measilres will be
installed before clearing and grabbing operations begin.
(2) A4 construction progresses temporary and permanent
erosion control devices shall be installed in a timely
manner, sccording to any special permit requirements
and /or requirements set otit in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursi.iant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
ncr.omplished within 30 working dnvs or 120 calendar
Jaya following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4R .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
------ ------ -- -- -------- - --------
PitrQvant to G.S. 113A-57(3) provisions for a ground
cover sufficient to restrain erosion mast 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,
request will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will he based on the
conditinn of established ground cover of that area the
device 14 serving.
CONSTRUCTION SEOUENCC FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and install the downstream measures
Qnch as silt check dams, silt screens, and silt bdsins as
noted on plan.
2. Excavate the 2' base tail ditch.
3. Excavatp and install the roadway culvert.
4. In4tall sediment control measures at inlet as noted on
plan.
5. install additional pipe outlet protection and inlet
protection as noted.
i?
EROSION CON'T'ROL
DETAILS AND
SPECIFICATION'S
spa - Description -S =bol
1605.0
1630.03
1630.OS
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-B
Temporary Rock Silt Check Type-A
Temporary Rock Silt Check Type-6
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:
TSD
TD
-:D
Au
B
Type-A A 0.- OR -- A
Type-B. B E3-- OR -- B
Type-C C ?? -- OR -- C
-??--? --
Rip nap Lined Ditch .........................
Fiberglass Roving Linea Ditch ............. uvvvV-Ln FUV'
Rip Rap Fill Slope Protection .............
Small stream or Branch .................... ,----?
? E C? ? ?T 1 c ? E -? tcLg7 O ? s ? P ?To Ft d 4
SECTION 1042
HIP HAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consistof 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
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
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