19960294 Ver 1_Complete File_19960326

State of North Carolina
Department of Environment,
Health and Natural Resources LT.W;WA
Division of Environmental Management A?10
James B. Hunt, Jr., Governor F=1
Jonathan B. Howes, Secretary p E H N F 1
A. Preston Howard, Jr., P.E., Director
March 27, 1996
Wilkes County
DEM Project # 960294
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 0.02 acres of wetlands or waters for the purpose of
upgrading SR 1569, as you described in your application dated 19 March 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. Applicant is
reminded that High Quality Waters sediment and erosion control measures should 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. 276 1 1-7447. 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,
s on H w , r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
960294.Itr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Empbyer • 50% recycled/10% post consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS
GOVERNOR
P. 0. Box 250
North Wilkesboro, N. C.
Mar. 19, 1996
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, N. C. 27587
GARLAND B. GARMTT JR.
SECRETARY
28659
RECEIVED
MAR 2 6 1996
ENVIRONMENTAL SCIENCES
?-,..-IJ
Subject: Nationwide Permit No. 2'Z to replace existing pipe
along SR 1569 adjacent to small stream trib. to
Darnell 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 1569
(Darnell Branch Rd)., in Wilkes County during the 1996-1997 fiscal
year. Due to the proximity of a small stream being a trib to
Darnell Branch Class-c-trout we are requesting a 404 Nationwide
permit no. 3 to allow us to upgrade the B'zzxisting 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 Darnell Branch
and I am asking Ms. Goudreau to comment directly to me concerning
the Trout water buffer zone encroachment.
9
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,
46?r
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
• `DEN ID: f t - ACTION ID: _
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT
JOINT APPLICATION TORX TOP.
XATIONHIDE PERMITS THAT REQUIRE NOTITICATION TO CORPS OT ENGI
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
XATIONWIDE PERMITS TEAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATIOH
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;"ACEMENT
NC DEPARTMENT OF ENVIR6t4 7f HEALTH,
AND NATURAL RESOURgttS::,
P.O. BOX 29535 }
RALEIGH, NC 27626-0539
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 : L 1)EPAzr MENT OE lr-Au5 F 09-TA-110t-J
2. OWNERS ADDRESS: ..0. BcYc 250
lloiz-O-1 "-c- '28(c-79
3. OWNERS PHONE NUMBER (HOME):
(woRK) : WO-6,67-2117
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: D /.<
Z o
. D. "n 5c
A/o,e 12, 6k Q o Zy C Z S co l l
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY:
NEAREST TOWN OR CITY: W,/KES 80e o
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
52 15(09 /AAe"ELL ?(Lcar+Gb-( ed1 F?ow? 52 I5 G-7 T? '"i/&
6. NAME OF CLOSEST STREAM/RIVER: 714,0?y6y4
7. RIVER BASIN: I woxml
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED A TROUT, SA, HQW, ORW,
WS I, OR WS II? YES (?-4' NO ( )
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY7 YES ( ) No
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: ?•?? '4?
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: O.OZ rcu--P-e
12 . DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) : 2zplA -'F- 2e toss
n2n,??gGG ?i?G k?i1? C S ??E T PRO(//OE A /?' EDt/ATE ANo
SAFE AmM& E u. jjgE?Z ,QolAD c?a ?i -
13. PURPOSE OF PROPOSED WORK: /O SAC do r,4 r- -rA1E w i0E zJi?cJ6 /!??t?
PAWO A.;b e? See/ 62
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. -7,-g li?. A-2,gr /?'AGC!? o4#40 SALE DOA11-14ae QAIo
91A6211a 1,114.6Xecl SrbN? 1-16r BAS??S, -%e4- FeO -04_ of si[T Sc19r?.?s t?i?? 6c
19"o ?A/iv?7 ?ivE? Tb ?4vo i? A.No /1??.?A-,?• zE 1 /hP.4r-T S .
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) 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 (.a-' 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 ( ] 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? OE
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?

R'S SIGNATURE DATE
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P-1161I046 RehJ
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PROPOSED P-ut
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STATE OF NORTH CAROLINA SUBJECT6k?O/.)1w $e ;Z?4V'o""?f PROJECT Z::r#e 45 0 7
DEPARTMENT OF TRANSPORTATION ?9Q??ELC ?2G'?,oss TR ,?/, /ff ES 'COUNTY
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY DATE -%? STATION ?3??I "2B?So .CT,
P. O. BOX 25201
RALEIGH, NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF-/-

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AIR BELLOWS GAP
NORTH CAROLINA ` f
rRNARID n THE A j, MOB Thurmond Chatham
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION J++ BLUE PARKWAY
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EROSION CONTROL SCNEDULF
(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.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 construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pi.irsuant to G . S . 113A-57(3) provisions for a giroi.ind
cover sufficient to restraln erosion must be
provided for any portion of a land-disturbing
activity in a HnW Tone within 15 working days or 60
calendar days following completion of construction
or development, whichever period is shorter.
(3) All siltation and erosion'control clevices 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 removel of siltation devices will be based on they
condition of established ground cover of that area the
device iQ serving.
CONSTRUCTTON SEQUENCE FOR 111STALLINO ROADWAY CULVERTS
1. Clear nniy enniiO area and install the downstream treasures
siirh as silt check dams, silt screens, and silt bdsins 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 notdd on
plan.
5. Ttistnii additional pipe outlet protection and Inlet
protection as noted.
i,?
SECTION 1042
RIP RAP MATERIALS
1012-1 PLAIN 11113 RAP.
Stone for plain rip rap shall consist of field stone or rough urn hewn 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.
Wlhere 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 mininium 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
DETAILS AND
SPECIFICATIONS
RdA Dasc u on-
-Symbu b-gt
245.03 Temporary Sill Ditch ...... V11-1
245.05 Temporary Diversion ............................. Tn ___ V1- d
893.01 Temporary Silt Fence ..................... -tt?--111-- ---- ---- V1.6
890.05 Temporary Slope Drain Willi earth Berm .......... '- - V1- A
245.01 Silt Basin Type A ................................. -0 - ------- ---- V1 10
245.02 Silt Basin Type 8 ..................
......................... V1- 12
892.04 Temporary hock Silt Check Type-A _______ ____ V1- 14
895.10 Temporary hock Sill Clieck Type-13 P - -------- ---- V1-1K
892.01 Temporary hock Sediment barn Type-A ............ ___ V1- 1o
892.02 Temporary I1ock Sedimehl Dam Type-B .. V1- 20
897.01 Clock Pipe Inlet I'tvlecllotl

.....
.......................... 22
894.0) hock Sill Screen ......................................... ---'--- ---- Vt - 24
245.04 Stilling Vasin --------------------------------------------------- - ----- V1 2r,
hock Inlet Protectlon:
896.01 Type A ............................... A U-- on --A ----- V11 - 311
896.02 Type 13 ............................... B nU - Oh - t3 ) ----- V1 32
896.03 Type C ............................... C U OIL -- C ---- V1- 34
rt!;1 h Ili hap t,Iflo 1 h! W1. . . . .......... ... .... -4b..
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EROSION CONTROL PLAN
SR
COUNTY 1 A) : I kes ``
LOCAL NAME [?grevel? C?.NCh
WORK ORDER NO.
DRAWN BY:
R, m, m
DISTRICT ENGINEER:
7.J r?L? -Z>+cR
ROADSIDE ENVIRONMENTAL
ENGINEER
NOTE:
PIPE LOCATIONS MAY VARY DUE
TO GRADE CHANGES IN ROADWAY
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ROSION CONTROL PLAN
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