19920748 Ver al_Complete File_20100726

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State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street * Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
February 25, 1993
Mr. Barney O'Quinn
Planning and Environmental Branch
N.C. Dept. of Transportation
P.O. Box 25201
Raleigh, N.C. 27611-5201
Dear Mr. O'Quinn:
Subject: Proposed fill in Wetlands or Waters
After-the-fact widening of US 421 from SR 1001 to SR
2433.
Wilkes County
Project # 92748, COE # 199300818
Upon review of your request for 401 Water Quality
Certification to place fill material in 4.44 acres of wetlands or
waters which are tributary to Little Cub Creek for road widening
located at US 421 from SR 1001 to SR 2433 in Wilkes County, we
have determined that the proposed fill can be covered by General
Water Quality Certification No. 2671 issued January 21, 1992. A
copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps
of Engineers' General Permit No. 26.
If you have any questions, please contact John Dorney at
919-733-1786
Sincerely,
.HowJr_ . P . E .
92748.1tr. Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 27687, Raleigh, North Carolina 27611-7687 telephone [phone] Fax u 91 9-733-0513
An Equal Opportunity Affirmative Action Employer

STATE m NORTI-I CAROLINA
DEPARTMENT OF TRANSPORTATI
IAmB A HUNT, IR.
GOVERNOR
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALH(jl1, N.C. 27611-5201
February 19, 199
District Engineer
U.S. Army Corps of
P.O. Box 1890
Wilmington, N.C.,
Engineer:,
28402-5201
ATTENTION: Regulatory Branch
Dear Sir:
,..,
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WETLANDS GROUP
A-WATER QUALIFY SECTION
SAM I IUNT
SwmTA11Y
SUBJECT: Wilkes County - Widening of US 421 from East of
SR 1001 to East of SR 243 T.T.P. No. R-2239A;
DOA Action ID. 199300418; State Project No.
6.7610"11
Construction of the abovQ referenced project was
initiated prior to any permit coordination with the
regulatory agencies. information regarding wetland impacts
and stream crossings was forwarded to youI agency for review
after personnel from the Corps of Enginpeys, Raleigh Field
office observed ongoing construction at the project its,.
The North Carolina Department of Transportation wishes
to express our gratitude for your de-f actaa processing of the
Trout Water review/Section 404 Permit for this project.
NCDOT acknowledges full responsibility foy this oversight,
and sincerely regret any inconvenience erns-d to the
regulatory agencies by this incident. Thin situation
occurred due to a communication breakaown within NCDOT, not
by any intentional omission. The several units responsible
for permit: processing within NCDOT have b- "n alerted to t.hF7?
problem. We bol teve that tho measures wo leave token in-ha"se
will prevent another such occurrence in the EuLa.lr .
CS `I
Thank you for your assistance with this; project. If you
have any questions, please contact Cyndi Bell in Raleigh at
[phone].
Sincerely,
ij!!-o Q i P.E.
Assistant Managor,
Planning & Env:i_l onmental Branch
cc: Mr. John Thomas, COE, Raleigh Field Office
Mr. Joe Mickey, WRC, District 7, State Road
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, P.E., Hydraulics
Mr. Dennis Pipkin, P.E., Planning F Environmental
Mr. W.E. Hoke., P.E., Division 11 Engineer
_.16
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STATE OF NORTH CAROLINA
DEPARTMENT OF TZANSPORTATI
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOVERNOR
P.O. BOX 25201, RALEIGH. N.C. 27611-5201
February 17, 1993
MEMORANDUM TO: Jack Ward, PE
7-7
' 1 8 19931
J
GkOUN
Y SECTION M
SAM HUNT
SECRETARY
Manager
Planning and Environmental
FROM: B. J. O'Quinn, PE O
Assistant Manager
Planning and Environmen _
SUBJECT: Wilkes County, US 421 from SR 1001
to SR 2433, R-2239 A
R-2239AB (SR 2340 to SR 2433) was advertised in July 1992 for
an August letting. The letting review was held in late June
when I was on vacation. No one noticed it was a "trout"
county and a permit was required. At our November 19, 1992,
interagency meeting Ken Jolly said that he had seen the
project under construction and told us a permit was needed
but did not tell us to stop work. Cyndi Bell contacted
Andrew Nottingham in Hydraulics for the necessary drawings.
Nottingham indicated there had been a slip up and the
drawings had not been sent to Planning and Environmental but
he would have them to us within a week. We applied for the
required "trout nationwide" permit December 15, 1992. The
Corps issued the permit January 19, 1993. Eventhough there
is one site greater than 1/3 acre (which would have required
a water quality certification even if it had not been a trout
county) we have not received a WQC from DEM and 30 days is
well past.
At the January 21, 1993, interagency meeting Wayne Wright
expressed great concern that work had continued in the permit
area while the application was being considered. He
indicated we should have known to stop work without having to
be issued a cease work order.
i
A
In that no one had told us to stop work and knowing that in
several cases we have continued with ongoing work while we
obtained an "after the fact" permit, I was surprised at the
concern being raised. I called Jack Johnson, resident
Engineer, and asked if he had been asked to stop work.
Johnson indicated that there had been "permit people" on the
job but no one ever said the work should be stopped. After
talking with Johnson, I called Ken Jolly (who was not at our
January 21st meeting). Ken said that he had not asked anyone
to stop work; however, he expected they would after he
pointed out the need for a permit. Ken said he felt it was a
case of the Corps failing to communicate their thinking
either to Raleigh or the field.
It should be noted that R-2239A was broken into two segments
for construction. R-2239AA from East of SR 1001 to West of
SR 2340 (3.5 miles) was in the September 1991 letting and
work began December 2, 1991. Work began on this section
prior to the change in nationwide permit regulations, and in
that it did not involve a trout stream, did not require
notification to the Corps or DEM. This included sites 1
through 22 in the application.
R-2239AB from West of SR 2340 to East of SR 2433 (4.0 miles)
first appeared in the 12 month letting list in February 1992.
The contract was awarded in August 1992 and work began in
October. In that Wilks County is a "trout county" the Corps
should have been notified and, in that there was one site
greater than 0.33 acre, DEM should have been notified also.
This section included sites 23 through 44 in the application.
cc: Mr. J. T. Peacock, Jr., PE
Mr. G. Wayne Wright, Chief, Regulatory Branch, COE
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DEPARTMENT OF THE ARMY 0_ U
WILMINGTON DISTRICT, CORPS OF ENGINEERS p
PO. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 ? ? 1 ccY '
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IN REPLY REFER TO January 19, 1993
WETLANDS GROG
N.?TER QTIALITY SE.+
Regulatory Branch
Action ID. 199300818 and Nationwide Permits No. 26 (Headwaters and Isolated
Waters)
North Carolina Department
of Transportation
Division of Highways
Planning and Environmental Branch
ATTN: Mr. L. Jack Ward
Post office Box 25201
Raleigh, North Carolina 27611
Dear Mr. Ward:
Reference is made to your request (Pre-Discharge Notification) for
Department of the Army permit authorization to discharge fill material into
jurisdictional waters of the United States for the proposed widening of
U.S. 421 from east of S.R. 1001 to East of S.R. 2433, located east of
Wilkesboro, Wilkes County, North Carolina, (T.I.P. No. R-2239A; State Project
No. 6.761011).
Your application package included proposed impacts involved in the
crossings of forty-four streams and small tributaries. Plans included with
your application show site 1 is located adjacent to Cub Creek and sites 2
through 12 are crossings of unnamed tributaries to Cub Creek. Also that site
20 is located adjacent to Fishing Creek and sites 13 through 44 (excluding 20)
are crossings of unnamed tributaries to Fishing Creek. Total wetland impacts
will include filling of 4.44 acres at the forty-four sites.
Reference is made to Mr. Joe Mickey's letter of December 22, 1992, in
which the North Carolina Wildlife Resources Commission expressed no objections
to the proposed project provided that:
a. Erosion control measures should be implemented where soil is disturbed
and maintained until project completion.
b. No heavy equipment is operated in the live streams in order to
minimize sedimentation and prevent introduction of other pollutants.
For the purposes of the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
r j
-2-
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization was provided, pursuant to Section 404 of the Clean Water Act,
for discharges of dredged or fill material into headwaters and isolated waters
provided:
a. The discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. The permittee notifies the District Engineer if the discharge would
cause the loss of waters of the United States greater than one acre in
accordance with the "Notification" general condition. For discharges in
special aquatic sites, including wetlands, the notification must also include
a delineation of affected specific aquatic sites, including wetlands; and
c. The discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Your proposed work, involving adverse modification to 4.44 acres of waters
of the United States located above the headwaters of the aforementioned
tributaries, is authorized by NWP provided it is accomplished in strict
accordance with the enclosed conditions. Please be aware that this
authorization does not relieve you of the responsibility to obtain any other
required or local approval. You should contact Mr. John Dorney, North
Carolina Division of Environmental Management, [phone], to obtain the
necessary Section 401, Water Quality Certification prior to starting work.
This verification will be valid for 2 years from the date of this letter
unless the NWP authorization is modified, reissued, or revoked. Also, this
verification will remain valid for the 2 years if, during that period, the NWP
authorization is reissued without modification or the activity complies with
any subsequent modification of the NWP authorization. If during the 2 years,
the NWP authorization expires or is suspended or revoked, or is modified, such
that the activity would no longer comply with the terms and conditions of the
NWP, activities which have commenced (i.e., are under construction) or are
under contract to commence in reliance upon the NWP will remain authorized
provided the activity is completed within 12 months of the date of the NWP's
expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend, or revoke the
authorization.
Thank you for your time and cooperation. If you have any questions,
please contact Mr. John Thomas, Raleigh Regulatory Field Office, telephone
[phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosures
r
-3-

Copies Furnished (without enclosures):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
?Ir . John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Dennis Stewart
Habitat Conservation
North Carolina Wildlife Resources Commission
512 North Salisbury Street
Raleigh, North Carolina 27611
Mr. Joe Mickey, Jr.
Division of Boating & Inland Fisheries
Route 2, Box 278
State Road, North Carolina 28676
s
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OIIW (C.Y.) FILL (C.Y.)
1 187+05-L- 3@
8'x 8'
RCBC same 0 0.22 0 1,000
2 195+15-L- 18" 105' 0 0 0 0
3 200+15-L- 24" 95' 0 0 0 0
4 203+23-L- 30" 80' 0 0 0 0
5 223+75-L- 48" 310' 0 0.12 0 4,400
6 245+25-L- 18" 270' 0 0 0 0
7 253+05-L- 60" 70' 0 0.21 0 1,800
8 254+65-L- 42" 955' 0 0.39 0 12,600
9 257+97-L- 18" 54' 0 0 0 0
10 261+05-L- 18" 54' 0 0 0 0
11 272+16-L- 18" 80' 0 0 0 0
12 274+95-L- 48" 84' 590' 0.83 0 24,100
13 296+50-L- 8'x 7'
RCBC 32' 250' 0 93 0
14 11+90Y5A 54" 218' 0 0 75 0
15 304+14-L- 24" 60' 0 0 0 0
16 308+28-L- 24" 90' 0 0 0 0
17 321+82-L- 48" 110' 200' 0.03 0 900
18 328+41-L- 18" 110' 0 0 0 0
19 338+22-L- 9'x 8'
RCBC 64' 110' 0.39 35 9,400
20 335+52-L- 2@
11'x 8'
RCBC 98' 70' 0.87 10 14,200
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433

1
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SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
21 374+52-L- 18" 80' 0 0 0 0
22 383+45-L- 18" 130' 0 0 0 0
23 391+50-L- 48" 80' 0 0.15 0 3,900
24 400+70-L- 24" 175' 0 0 0 0
25 406+30-L- 18" 170' 0 0 0 0
26 411+20-L- 30" 190' 0 0 0 0
27 420+05-L- 24" 180' 0 0 0 0
28 421+89-L- 18" 60' 0 0 0 0
29 424+40-L- 18" 65' 0 0 0 0
30 431+74-L- 2@
8'x 7'
RCBC 95' 0 0.61 0 18,300
31 448+33-L- 18" 110' 0 0 0 0
32 452+67-L- 18" 110' 0 0 0 0
33 468+40-L- 18" 100' 0 0 0 0
34 470+97-L- 18" 105' 0 0 0 0
35 475+75-L- 54" 160' 0 0 10 0
36 485+82-L- 42" 70' 0 0.03 8 600
37 488+90-L- 18" 130' 0 0 0 0
38 495+18-L- 18" 70' 0 0 0 0
39 505+53-L- 42" 60' 0 0.05 0 700
40 513+87-L- 7'x 6'
RCBC 80' 0 0.05 15 700
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
?I?r ?N.i 14 93
46
SUM14ARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LEIIGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.
41 523+88-L- 91x7'
RCBC 80' 0 0.29 0 4,000
42 529+03-L- 24" 110' 0 0 0 0
43 531-54-L- 36" 80' 400' 0 0 0
44 573+95-L- 60" 70' 190' 0 0 0
TOTALS
5,499' 1,810' 4.24
266 96,600
CHANNEL CHANGE SUMMARY
SITE STATIONS
12 276+50-L- To 282+40-L-
13 293+40-L- To 295+90-L-
17 317+60-L- To 319+60-L-
19 337+60-L- To 338+20-L-
20 357+00-L- To 357+50-L-
43 530+60-L- To 534+60-L-
44 572+50-L- To 574+40-L-
TYPE
'V' Ditch
10' Base Channe
4' Base Channe
81 Base Channe
14' Base Channe
'V' Ditch
21 Base Channe
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
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?h?.?urn (.rA Rai .
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
December 15, 1992
District Engineer
U.S. Army Corps of
P.O. Box 1.590
Wilmington, N.C.,
Engineers
28402-5201
ATTENTTON: RQqulat(-)1y Rranch
Dear Sir:

71-11% U
2 1 t992
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Wilkes County - Widening of US 421 from East of
SR 1001 to East of SR 2433; T.I.P. No. R-2239A;
State Project No. 6.761011
The North Carolina Department of Transportation proposes
to wi.d("n the exi ting t:vio-lane rooclway to a four-lane
divided, full control of acc:es: highway, by constructing two
new eastbound lanes south of the existing roadway. These
improvements will include 7.6 miles of the US 421 corridor.
The proposec"ork involve,,,,* cuc)ssings of 44 streams and
small tribe- arms. The on-c-LQ-sed flan drawings and permit
drawings illustrate all?roposed. work) in wetlands and surface
waters. rite 1 is Litt].e -C'trb ('average daily flow 4.5
c.f.s.), and. Sites 2 through 12 are its tributaries. Site 20
is Fishing Creek (average daily flow 3.4 c.f.s.), and Sites
13 t:11r OLl0-41, excluding 20, are its tributaries. Wetland
impacts ill,include fil ing of. 4.44 acres at fourteen sites.
Each of these sites ?wi10involve less than one acre of fill
in wetlands. Additionally, filling of a total--of 266 cubic:
yards of material below orclinary ]sigh water x.11) be required
among seven site:::. ?
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It is anticipated that all of the proposed crossings may
be permitted under Nationwide Permit 426 for projects Above
Headwaters, 33 CFR 330.5(3). Application is hereby made for
a Department of the Army, Corps of Engineers permit as
required for such activities. By copy of this letter, we are
also requesting 401 Water Quality Certification by the North
Carolina Division of Environmental Management. In accordance
with procedures for projects located in the designated trout
counties, a letter of concurrence is also requested from the
North Carolina Wildlife Resources Commission.
If you have any questions, please contact Cyndi Bell in
Raleigh at [phone].
Sincerely,
P, J Ouit . E.
Assistant Manager,
Planning & Environmental Branch
cc: Mr. John Thomas, COE, Raleigh Field Office
Mr. Joe Mickey, WRC.', District 7, State Road
`?Kt. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, P.E., Hydraulics
Mr. Dennis Pipkin, P.E., Planning & Environmental
Mr. W.E. Hoke, P.E., Division 11 Engineer
t !
DEM ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE 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: North Carolina Department of Transportation
2. OWNERS ADDRESS: P.O. Box 25201, Raleiqh, North Carolina 27611
3. OWNERS PHONE NUMBER (HOME):
(WORK) :
[phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: B ,? O'Ouinn P E Assistant Manager
Planning and Environmental Branch
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: Wilkes
NEAREST TOWN OR CITY: Wilkesboro
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
US 421 from East of SR 1001 to East of SR 2433
6. NAME OF CLOSEST STREAM/RIVER: Yadkin River
7. RIVER BASIN: Yadkin - Pee Dee
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [x]
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [x]
IF YES, EXPLAIN.
in F.q'T'TMATFD TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED: 4.44
DRAINED:----
FLOODED:----
EXCAVATED: ----
TOTAL IMPACTED: 44
12. DESSC IPTION OF PROPOSED WORK (ATTACH PLANS): Widen existing 2-lane roadway to
a 4- ane, divided highway. Gradinq, Drainage, Paving, Culvert Extension,
13. PURPOSE OF PROPOSED WORK: Upqrade of roadwav to accommodate vehicular
traffic demand.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Due to the linear nature of this project, intersection with wetlands
is inevitable. However, the exis rnq a ignmen was used, in order
to prevent new stream crossings.
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 [ ] 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 [ J
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. See attached Permit and Plan Drawinqs
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. N/A
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Rural
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
I ,
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
1 187+05-L- 3@
8'x 8'
RCBC same 0 0.22 0 1,000
2 195+15-L- 18" 105' 0 0 0 0
3 200+15-L- 24" 95' 0 0 0 0
4 203+23-L- 30" 80' 0 0 0 0
5 223+75-L- 48" 310' 0 0.14 0 5,000
6 245+25-L- 18" 270' 0 0 0 0
7 253+05-L- 60" 70' 0 0.22 0 2,000
8 254+65-L- 42" 955' 0 0.43 0 15,000
9 257+97-L- 18" 54' 0 0 0 0
10 261+05-L- 18" 54' 0 0 0 0
11 272+16-L- 18" 80' 0 0 0 0
12 274+95-L- 48" 84' 590' 0.85 0 25,000
13 296+50-L- 8'x 7'
RCBC 32' 250' 0 93 0
14 11+90Y5A 54" 218' 0 0 75 0
15 304+14-L- 24" 60' 0 0 0 0
16 308+28-L- 24" 90' 0 0 0 0
17 321+82-L- 48" 110' 200' 0.03 0 1,100
18 328+41-L- 18" 110' 0 0 0 0
19 338+22-L- 9'x 8'
RCBC 64' 110' 0.41 35 10,000
20 335+52-L- 2@
11'x 8'
RCBC 98' 70' 0.9 10 15,000
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
I ,.
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
21 374+52-L- 18" 80' 0 0 0 0
22 383+45-L- 18" 130' 0 0 0 0
23 391+50-L- 48" 80' 0 0.16 0 4,000
24 400+70-L- 24" 175' 0 0 0 0
25 406+30-L- 18" 170' 0 0 0 0
26 411+20-L- 30" 190' 0 0 0 0
27 420+05-L- 24" 180' 0 0 0 0
28 421+89-L- 18" 60' 0 0 0 0
29 424+40-L- 18" 65' 0 0 0 0
30 431+74-L- 2@
8'x 7'
RCBC 95' 0 0.63 0 19,000
31 448+33-L- 18" 110' 0 0 0 0
32 452+67-L- 18" 110' 0 0 0 0
33 468+40-L- 18" 100' 0 0 0 0
34 470+97-L- 18" 105' 0 0 0 0
35 475+75-L- 54" 160' 0 0 10 0
36 485+82-L- 42" 70' 0 0.03 8 0
37 488+90-L- 18" 130' 0 0 0 0
38 495+18-L- 18" 70' 0 0 0 0
39 505+53-L- 42" 60' 0 0.05 0 800
40 513+87-L- 7'x 6'
RCBC 80' 0 0.06 15 1,100
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
i
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
41 523+88-L- 91x7'
RCBC 80' 0 0.31 0 4,500
42 529+03-L- 24" 110' 0 0 0 0
43 531+54-L- 36" 80' 400' 0 0 0
44 573+95-L- 60" 70' 190' 0 0 0
TOTALS 5,499' 1,810' 4.44 266 103,500
CHANNEL CHANGE SUMMARY
SITE STATIONS
12 276+50-L- To 282+40-L-
13 293+40-L- To 295+90-L-
17 317+60-L- To 319+60-L-
19 337+60-L- To 338+20-L-
20 357+00-L- To 357+50-L-
43 530+60-L- To 534+60-L-
44 572+50-L- To 574+40-L-
TYPE
'V' Ditch
10' Base Channel
4' Base Channel
8' Base Channel
14' Base Channel
'V' Ditch
2' Base Channel
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
Itlrl .,
?Y SlureJls
A SC
1. onsme
1
? Wsuensv It
Ish111nJ, ?'
` ? fl?ldw?n
I ` I q
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TodsJ"Flee Mood
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lobe
T LGIIYII 'r
?rtmtwtll j W
lu -API

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r
so
A N
N. C. D13,PT.OP TR,-',NSPORTATIOt
J)r"LSION OF tII RWII Ys
vJi?KC s ?ovnl-r y
1'ROJFCj.` 69. 0.. 7- ZL
U5 rrOm. F-ASTO s? 100
T-c, CAS;, or srz `?f33? ..
r r
LLLLLI DEn1oTE S ?: IL.L 1 N
kJ E-rLAI JbS
IIn. } I
11
Y' r
to
- c?
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U by 1, l Gi I r? I r?,I rJ,l ?,l 1,?,1,0'i n,r, ( ll,, \F-?E, C1.A 55'Ei"S NC _ I 0,
_ TONS
C'LA55 E3 5? T N.
TONS
?r EST. nj l (?'I CI I C nO'I CJ'PIJq •• rl,,
RQTA N
1+?)'D?il I?!1'1' ? r't;>ry,?,l, v ,?.. ,[?, ?•?.... ? S .. r.r . _a .rnc a u•r.
RETAIN G/R - rr Pn
-? - E? r !x'1'13 I s) 10'1'0 ?f.> Illi'?\7 1 s rdl, IW'I N/FUNNEL i+ y ___ -
---- - -
_ FE
der --
rn IN ,
W R P5,
I _
-- -- REMOVE G/R ? nr --
T???e-...ti..-A?_tl..?.(S?I?C?..1?(,
SLL4
_ yl -.---
WE EXISTING FAVFMENT ACT I
~6 ?-?T I?; r
02G1? ?I \
.Door IS CS W/ 2EELRO%i -"H3 N[ t ?' ?`4s
EST.O(-1'S5 j
j I -2 TONS
i 1
t
' - ?% - LATERAL' V'ITITCH ? ;.
?.?N FST.CLASS FT NONE "0.
OItG F LINEF_SO--TONS

W-W( 6
[ Ito
St`N?N N. I?f.Y.f Y
'ED SHOULDER
"K PLATING
E; FOR PROFILE OF --L-- LINE: ;EE SHT.
FOR DETAIL OF ROCK PLATING SEE SIfT• 2-T
i
1'`.7G9004T 4 I
Srn llPf7pJ. n',' r. n. f?nb.l. nP.
STONE

U
SITE
1),A, = 3,Z s?M
A\/6 IbAILY VLD\,)_ /-f. ?cF
l-IrrLC- CUR CREEK
EST. CUS5'y'5T EX -TONS
ROCK PLATING

DErAI??ASRALYL)fTC[ C;'. 1)C,)y'l`. CAP 1'Ji ?.t;51'O1?'1,J,.'1.'lOi
-L-REV STA 187+0p 701414 [ (C 7?\?r I J ?> r s
1-.? /..[ S 1 V 1 `! l l :l. l;r ?-? ?Y l.rs
wlt_K}- S ( OUIJ r y
flS /1 -1 !:Rory-). LA-s7- ol= 5;? looI
r t
- L- REY - L- RE_V

PI,
191+4342
PI _
19G } 94.46
0, 1.04' 54' LT. fN K7?(, 58.9 LT
L, 200' b 1'04' 54"
LT 133.34'
' 1 1104.36'
S.T. GG.G7 L 96608'
R 92970Q
SE 03
FC!11J DE??c1-i I? S ?ILI. 1 r?) ?J E7 IrA ND s
(f) S r Z
o?
r
r
? r o r t I o nt??l 4 I CJ I Ci I,C,•,?,1,0i 1 Cl'I' '?,pn ? no?l?o?no'i???I??J?I?Cr'rt?ri,?,I?O?I?o?I?C,?I?{??I?p?I,???I?Pi?i?<y'I'©'I'o'I?O?I?O,I?Pr?po,n . ?b'1'?'I'?'I'?'n0'I?C
=? 1[t ue[[ n + I I t>
RETAIN -? - -- --
RE'T?m-Q
!osr I 1 - -- = _- --- - -- RETAIN :i1
2'
- -- -- HEh1nYk GAR.-L, ? 1
^' ___._`_'---'--?-..t •rfJi'?)?rC ?-?=-K*;,rTn?rr7-.--?-- °??-r - '_r?'2GI???REMOYF--, --,- --,-- , ---,--r•----?-
??

---- o -
l?
Z
3
'x-
EST. CLASS I RIP RAP -?_SY

ROCK PLATING
y? I - -- I .
{ EST. CLASS I RIP RAP 4 SY \
- o -? 100 ENO W W FENCE --
19, L
PI TA 196.36.
DEL 10.3 a0.3'LT.
L D 12.6'
P1$ S 1110 19 15 • IN"I IN
D
I. R -109.58
L Y 133. t? -------•-
/S7 GG.67
N. C, DF PT. OF T}UkNSPOR'rA-TIO
DrV75ION OF I J 1: (.>}I1 h YS
'Al I L K E S c o Ll ICI -r y
u5 q7- ,foc
T-0 ? 5 ; o ?.. s P, z 3' 3'
?I
i?
Y 4 I
PI 50+00.07
n 13-19'50.1•Pl.
D 5 54 00'
T MOG'
1. 726.21'
R 960.26
I
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I
6ITS 9 -
PC 16+18.61
t?
..Y- POT
G`

0
d' OIcS s
11o RETAIN _/, l?PcC 7 9.71' L?v ID,
C '1`(r
1'Cy ?l'0'I'h'I, ht:-- -- O -
1•r),I r
--
Z^i1'
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?•
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R THIN-/ {?E TA1N
_ 130 (N1 -`
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1

?- rr,,,?,1'G+'I''J'r(:)'I'Ca?r pir,l•ig,1,f., I';; l f;.,.?y??,(>
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--- -t--- --
4---4 --f - L Al F. HAf_ V DI iCN --
EST CLASS IRIP RAP -0 Sy - EST. CLASS I RIP IIAF'_LLti - EST CLASS I RIP RAP-1GQ-SY
_ I.
L RC V 201 1 /(:,I(, Pl,( L f3 He! l,l
P(:C LA
' I) 1 06 15, _l'
lit •
)F ROCK IA.AlING `.4.L ;IIT, I 7
F? MR;. p?NSr G. CD?A`rr?`•
NG
O?IAIL._LAICRAL'v Oifl II
I TA %()I 1 (!) iO '0,1 1 00
N. C. UPT.OF TR.&NSPORTATTO
DIVISION OF t?ICII1)PrS XS
wIL)?F_ c0ll/4T
CPZ"L3??H>
pI?OJ.LC1' 6n.-76,9UO/7-
US q,zi r- ROO,- BAST or s? tOO
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?ENa L S
S 1 TE-?- E
D41Ly KLow = 0, I CPS
G ILL I ICJ tlJ E-TL V-\(IJ ?) S
wilt
m_-
0 '?'1'G?'1 n 1 +Q r,p,,,?,l,n,l,r,?,l,c? • irJn r p r ?,,•
n,,n'I,G5,rQ1 ?r y\c.J:p,l
---fit-'r
.mot /
A0 MAP
C%'1'?'1'Q'= ` ?M \ ?'•i, / D,V0'1'?tl
a
C1
I n
I
I
I I =
I? o
¦000? klb -
RETAIN G/R
+? W'
•o-
7'-1
Z"?F ---'T-q I-}.-.--.---? ---yr-.?---If'?-.tom-T_- _T'.--.f.??T'--[??-i--T_-.'[? __ -T'AY'--T ?-.•-tZ--T^-?•.R
EXIST BST C'URB-7r" - -t-- - - -" - -- -- -
<9'1'Cp'n0'I'©'I C)'I O'I_lJ'i'O I ti:)'I U,,? ?- o I 14
2GI ) 1 REMOVE' G/R -'---
----
15 CS r/2 CL ,
IN CUT SLOPE
.ooot I<. 1 W/ FUNNEL `?.? 16A fl .ocxrt
?N aELBOW ( 12'\4?_W/FUNNEL
` F ? ycrd ISA 1 IS R ELBOW
I
^/ Sn?'?i'?S'• L^/ EW -_.- BOW
BEG WWFENCE +49 IBC 1y`
R / W ` 'rr?y+++e wii? tai ?+!aw -.
rr C
v f;"• L LATERACV•DITCH +00 1_QQ
EST CLASS B S-fDNE LINER_RQTONS
220 220'
Gl^tS t
l(/ 7 K
? ^ \?(( ?< MOIIY H/RBIs??O(1E Y. IIEIRS
0.. 1' 11 N G
1.5 in 4
I N
.;,n7t
Y
f, C. Of"PT. OF
?' ?' q?. II 1,rr GE TAIL LATERAL V ()ITCH c
-L- STA222+(bTO7.291u DIVISION Or F1.I(;}IIV?TS
Vii,
VA/ILkF- j Col//JT y
I,ROJBCi ?. ??9u0ir
U5 yZ( Rom. ?AsT of -itool
Tc,?? a? 55
rzti33

P
'if-I. viol.
II
-------------___

5irr
D.A, = A?

¦ows
Ln O
v Ln
N N
EST. CLASS B ST DONS /
+2 - END WW FENCE
TS 24397.45 5 245.97.45 / .coos
-0- - O- --0-- - -O-I j-1- - / 0- - ----0 ---?'- ?'-+
O-- ----? ---
la, REMOVE - 1 wit LB ws \ ?7 ?•r cl" "r3 o I ?
4 p,r,p,I,.? I p \ np,r, ,I,O I {?,I O I'Crl'CJ I, ?'(I'I'fJ'I'{irl p'I'n'I'f7'I,l1'r?'' L)'1'Cr'1'O'
C
N 82° 42' 54I' PAP h' Cu
PP. I REMOVE ?N vs .r1 -fig
Ca,C ''CU I N
I N - t21
2G1 23 1
15- I N
[?_.- 71 _
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o

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CS , Y_ _ ?? r" c3,

<'? -rEgM D 1 H
?j?M D?tC e ENO WWFENCIE
d --
x? + BERM PICKUP
r R/w
q 230
100
250' 1 C7 I
CAWIE A IIA13RIS
L
PI S TA 249f82.1688 (B)
PAVED SHOULDER C DEL TA= 4'50'42.10' LT.
D- 0"29.58.13'
T --- - --
NOTE: FOR PROFILE OF -L- I INF SEE SHT. 20 L-?
R:I' N. C. DEIST. OF TRA- SPOR'I'ATIO
' SPI
sP(
DIVISION OF H101-IW .,-YS
' rs WI -KE S Cov?r?/

7 sc_
cs
Sr

?G9vo/T ?PZ'L3?}Glr
?
13
C?ln
h
ItO
' ?I(Il1A HARRIS 01 . .
.
7
'
J
. US l1 LI rRon 1. ?LA J / OF :52 1 'oc
SE
1
?
7-o Lr?s; of sR z33; ..

r
=I DEnlnTrr S 'P IL L IrJ W C'_-TLy?, NDS
S1TE l -
= 7oAr.
AV(l GAIcy r-Luw!:. U,ZCPs
CAN,t A. ,IARR,S
CD
rr-s
N
?OOOS
r,p npq r? l O I p I O I (? I O I,0,1.o q, ,I, RETAIN •I lw
RO'
- --I- II
s /T"CH 8-
A, -L 6OAc-
A ?6, DP, IL y
rLoWJ 0, IQPS
Ln
In
N
CS 253-67.50
RETAIN G/R
n'I'??I's"nl?Cr?i?<1•`'?''?? ?? O I (?'I'CrrO?l
I
1- 65 BEG. WW FENCE
ST 25_5+61.50
I'O I's;} I s2, I O 1O'rC's'alC? I r.
RETAIN ---?\\\42"CM
---- I 61
?,? -- --------.___ --- ?--__-_ -=? REMOVE R MOVE?yy -
N 15 0",6
,? -y ?Y h%1rrr7-? V, -13
--- .. - ,r n ?( fr?i. ?, 9 ?5 w 29 15 twit ?, 'I ?'IA t 'I' (3

?-? E ~ ITCH
?©I OnO'IOIG'I'O'Ipi,0'nn'I I
EST CLASS 8 STONEJ- TUNS PI STA 249+82.7688 (B)
DELTA= 4"50'42.70' LT.
D= 0'29'58.13
T=585.32
+00 END WWFENC_E_ L=710.05
R/W R-11471.08
SP1= 200.00
SPO=200.00 L
TS STA 243+91,4500 (B)
SC STA 245+97,4500 (B)
C5, STA 251+67.4973 (B)
ST ')TA 255#67.4973 (B)
4' - C;25 50.13
SE - 02
C3)
REMOVE- '/R?
CAN 31 Wm _
A'tSILT _ N * +7 17777
S? ?- ?
4Q 7 /W EST CLASS n STONE.ZTONS ?,G F
EST. CLASS 8 STONE LINER 9Q_TONS a`
195 L NDWALL (?
-ATERAL"v" DITCH
EST CLASS B-STONF LINER?QTONS
EST DOE I©?0 CY
F
e'
TEMPORARY DRAINAGE. EASEMENT
TYPE A SILT BASIN
N. C. DEPT, OF TR-,?NSPORTATIC
DIVISION OF IIGIIW?'YS
s cov&r?- y
rBERM 2MII`
\IIIr?-/1 - 1-- pk?OjECy, (n,?G9?olT (PZZ3?jA?
U5 yzi. )'rRo01. rAST" o? s? -loc
DFTAIL_LATERAL"V "DI1 r
-L- STA. 2-51+50 TO TUB S r O F SR z H 3 3
t
5
a
1
-
-o-lows
r
SITE `?
Ac.
-7
EST CLASS B STONE 2 T
_'V' DITCH
_ LATERAL"V" DITCH
STA 261 f 40 TO 264 t 50
PAVED SHOULDER
-------------
rno.f. m:rrnrmcr No. SNLf.I NO. iDfAf.
G.7G9004T 9
SfAfF- rnoi. ND, r,A, PnoJ. No DES(nIP

-t----- -o --

O
N7;?L223-E
f N u5 +tr N e-r
.n _
LATERAL''" DITCH
EST. CLASS B STONE LINER 14 TONS
Ft. "/ ?2`
C
"ew
N. C. DEPT. OF TR-&NSPORTATIO
D ISION Ole Hi(, 8w.&-YS
W?LKE S cOUnJ-r y
?- --_? PROJ)ECI` 6.-769QOlT ??ZL39A)
mq A U-5 q71 r- FRO/Y1. rA,' T- OF IOC
qD? Pr ACC r
NOTE: FOR PROFILE OF --L -- LINE SEE SHT. 20- tears 7^O?. O r s R z 33"
7 i
Fkm.P C REV
PI 7+UP,.11
n - 3727' 073' AT.
D - 5• IS•

IZ - 1071.34f3
E3 - 5 I5
L, - 200
T• • 110.44
LT 1_133`)
ST = GG.72
SE = SEE PLANS
RAMP C
I= 4r45.9G
• 39 -4 -00'RT
D G•
L • G2
R • . 930
0s• r
Ls= 20
T 445.9-

SITE 1 ? T• 133.41 /
/
ST- 66.74
37 \ 1
a CS Wi ---
ERF. ELBOW f?mn
010A T PORARY DRAINAGE P_ASEMENT
c„•
YPE'A' S0. T BASIN t
UNKNOWN
N
+ 75 + E ti ;
p + 75 N J)_ 1, 130' 0 Ov, EST CLASS 8 S11DN \• ' iD
c, p
I TONSp ,
75 +75 • >1' , ?_ESj CLASS B STONE F
??- ERpS10N_CONTAO
TONE?LTONS
1 R MOVE AND REPLACE G/R 59 UNIFORM nPER
12' w/t*Nl??,?ELBOW p C
If ?'I'Q'I'O'I'Cyl 12" NNEL '?r ?.? I) O ti7' I 1 I 0
?1 'p#
-L---R--- (,A ???? ?OYV------ ------- _.. I Ll'I'C?,•I'<,?,I,n'I. 1?\I'©,I'?,I,?,I, y,l,?,l,?,l,p• pip •I,p,l,??l?!)' i
--'---_ p RETAIN- ---I RETAIN_'\ 4
2G1 --26140 '-----
MP
--
2 _'S4 39 5 RE W E:hw
-? '22.7+E
:T_ I 18 C5 --- _ 9 12' WUFUNNEL B ELBOW ® 4 'RCP C\ -
I ?W/ "N I I .
V, w
ew_
31
i -EST.CLASS B STONE.2TC?NS yr C1 \
OW WW FENCE -
o
1e a x -... ? r 7
BEG WW FENCE I IU 12 -
25
??. R/W A
L F. ST. CLASS'fl'STONE_ j_TONS LATERAL'V'DITCH
__- EST. DDEKL4.UCY. A
150' r
S?A, ? ! =4 f'4r,.? F1 T•_ EST.CLASS B STONE I. R\
SfA.0+00 RAMP C REV. PU EST CLASS'B' STONE ib-TONS
te,•- ?_ TONS
-NM ?? ` ` ? TS 3417.GL
EST. CLASS'B"
--TAIL LATERAL"V' Dnll
-L- STA272 1OOTO STA 282430 RT. C. DEPT, OF T)? 1.11; ?>OF I'J, 1'[U
4„„r DIVISION can c r.tc t r?ti>,?_ x
UP At .
,A1 I L c oLr?rT y .
NOTE; FOR PROFILE OF -L-LINL SEE SHT.L-
FOR PRO ILE OF RAMP C REV. SEE SHT. 25
PAVED SHOULDER P R OJ I,M," C!7 . 7? ?1 UO I T (p: Z Z ?? ??
U> '-l 7-1 rRo(_,l LAs7- 0F s? l00
To q„- 0? sFK zig33
- I Ak F' C REV.
1'1 7 4 HB.11
A 37'27'073' RT.
D - 5' 15'
L - 513.37'
R - 1091.34fj
(3 - -`i 15'
L, • ?00
T, • 470.44
LT = 1:5339
ST • GG.72'
SE = SEE PLANS
TEMPORARY DRAINAGE EASEMENT
TYPE'A'SILT BASIN r
+05 END WW FENCE in
+75 N ?.
`.
- 130
i0,%?\ r" EST CLASS B STON I
CJ,? y ??, I TONS +75
R/W
REMOVE AND REI'LACF G/R if
RAMP C
11 . 4.4
39•-4f --00"RT
D 6'
I 6? n
;1.1;: Pqp i. nU. 011)j. 14).
1
R. 1, 9,50
IL?LL1 ?? A!c>?FS FIL1 rnl ?1ETL?l(JDS
Un • F
L s • 'l_ 0
T • 445.9
_T• 133.41';
ST• 66.74
AJv bF?l?`/ 1•?.vv.l ? ?,IC?¢i
REMOVE CEI
*6, n
,r n

O0 /
0 \`ESJT QLASS B STONE FOR
E?RO?SIION-CON T ROL- - ---- - ---- -
"r'Ci'I'fld s?'1??y nC7'nsa.r,d \ li 300' UNIFORM TAPER
- r 12* W/ N
0' nc?n'?'IZi'Ep8 Od• ..,. x,1,0 1 1 (? nod C I n n ?,(1 1 (??7,i (y,r I C i (> I f? ?? lESIU
r- -- - - - --- -- tCi` =_

TAIN n
F?EM(lVF CiR---- -RETAIN-?? RETAIN -"rr N?BTT
- -- - L
r --?- r-.? - MP 1 *- 1
2' IBi\ nr qtr ?`? 15'rC5 W-27 l
5
+ R.
_- II
)N E -2- T(YN S't
12' Wl/ F
FUNNEL
II 7
EST. CLASS R'ST)NE TONS LATERAL'V•DITCH
EST. DDELQ4mC.Y.
B.F.
ft;? -/1
D
r
0
CO
N

c
lLL)IjjT N

L?rn,?7L++,'-{-lnT , ,yG"RT,= LFST. CLASS B STONE
STA. 0+00 RAMP C REV. POT EST CL ASS'R' STONE _16-TONS
TONS
?'-` _r$ ?± 171-6.7
4+e. rn`r?„i .n -?
r fn ??`
AL
ITE : FOR PROFILE OF --L- LINE SEE SHT.-
FOR PROFILE OF RAMP C REV. SEE SHT 25
PAVED SHOULDER Lam- -
A W MOOR

I I ?? Izu -
EST.CLASS D STONE +I
J. F. HalAlgl TONS _ 12,
ISK--5-+17,61-
EST. CLAS ; 'B` STOr.,E I _ TONS
N. C. DSP-T. 0P TR.', NSPORTJ).'I'1o?
D}.VISZoN W? Ei1G1-TWATS
??KE s co.vI\f T
-7G 9 0.0 /T (P= Le 3 R?
US `Y7-t rRorn. r--AST- OF si? loo
??) ;; of s1z z1 33
? 1 .
RnfnP C T±nrnf c
66.6
• •1.45.95 PI 11,43.46 PI ;IA 2F38 {74.If101lLIl f IS QOr
-1 5"4 1'52-.10' RT. UI `!SO'
?.9'40'00 1.'1 40'00'
3)'4li (Xl 2T n
U G" 1t IG• I)' 0^2/",7.7 02 • 3
Ne 9` T
L G2 1 1 94.64' T= i 2G. 1 L 400'
R • 9. 4 30 1. + 1 65.42' L -1051.51
T I 286.62
Os • G' R 356 Ong' 1Z:'97.G7 12 16T.z2' r; 1
I-s 200 5f'1=200.00 ? /
Ti 445.9 (10'-200.00QQf'_Si
r 7 ?.
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MEMb '

DATE:
TO: 22?/??n ?nSUBJECT:
Q Y 'Q
I
05s .
"\O_
? Jul
0 a, et
J
^ om: ---
?(?? ' w ? ?P Sara-.?
N h Carolina De artment of
N.. Health, and Natural Resources
"•?tH Ni?rw vlf?
Environment,
4 Printed on Recycled Paper
v,,.srnt£o ' U ? '
J, •t "?
UIDS Y SECTION
1
State of North Carolina
Department of Environment, Health, and Natural Resources
Winston-Salem Regional Office
James G. Martin, Go4ernor Margaret Plemmons Foster
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
I WATER QUALITY SECTION
MEMORANDUM
TO: Mr. E c Galamb
Wetla s Group O
FROM: Janet . Russell
Winst n-Salem Regional Office
RE: WETL NDS PROJECT #92748
NC D T Widening of US 421
Wilk s County
DATE: Janu4ry 7, 1993
On this date I spoke with Cyndi Bell of D.O.T. about the above-
referenced project. She says that the project is almost complete.
The surface of the new lanes is ready to be paved. Apparently this
is one of the projects where the ball was dropped, so to speak.
The application was sent in after the fact.
I am returning the package without further comment since I am
unaware of what should happen next. Please call me if you have
questions.
8025 North Point Boulevard, Suite I(X), Winston-Salem, N.C. 27106-3203 • Telephone 9)V)0 J0M (919) W0007
[phone] FAX
t
;? :w
A
.,.d
i
DIVISION OF ENVIRONMENTAL MANAGEMENT
I
December 22, 1992
_ VFW
DE 29
992
ern
Office
MEMORANDUM
TO: Steve Mauney
Winston-Salem Regional Office
FROM: John Dorney?
RE: 401 Certification eview
Please review the enclosed 401 Certification applications by January 22, 1993.
Please call me if you or your staff have any questions, or need assistance in these
reviews.
PLEASE COMPLETE THE NEW STAFF REPORT AND RECOMMENDATION FORM
1. NC DOT - us 421 Widening
#92748
Wilkes County
The other enclosed material (if any) is for your general information and use as
appropriate.
Enclosure
uurr.
,r ?. o "
MEMORANDUM I N T'i' I AL
Rev ]. ewer
TO: John. Dorney WQ Supv:.-.--.----
Pl ann ing Branch
__--
Date:
SUBJECT: WETLA ND STAFF REPORT AND RECOMMENDATION(-"
***EACH ITEM MU ST BE ANSWERED ( N/A--NOT APPI.,I(-".AISLE) *_**
PERMIT YR: ') 2 PERMIT _ NO: 0000748 COUNTY: WILKE:?',
APPLICANT NAME: NC DOT -- US 421 WIDENING
PROJECT TYPE: ROAD WIDENING PERMIT TYPL: NW6
COE #: DOT_
R(:,D_FROM CDA : DOT DATE F'RM CDA : 12 / 2 1/ 9 2
REG OFFICE: W 1R{? RIVER AND SUB PA:_)IN
STREAM CLASS:
STR INDEX N(-):
WL TMPAC`i'? : Y/N WL TYPE :
WL REQUESTED: WL AC'"R EST'? : Y/N
IIYDRO CNECT'? : Y/N WL ?(,UhE (#)
MITIGATION?: Y/N MITT GATI()N 'I'YPE:
MITIGATION SIZE:
T;=, WETLAND RATING, SHEET ATTACHED?: Y/ N
RECOMMENDATIO N (Circle One) : _ISSUE TS= ;UE; /(.;ONI) DENY

:
COMMENTS:

cc:
Regional Office
Central Files
,,. r5TA1F ?
r'?iy rAUM'???,• i
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
December 15, 1992
District Engineer
U.S. Army Corps of
P.O. Box 1890
Wilmington, N.C.,
Engineers
28402-5201
ATTENTION: Regulatory Branch
Dear Sir:
SUBJECT: Wilkes County - Widening
SR 1001 to East of SR 2433;
State Project No. 6.761011

DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
of US 421 from East of
T.I.P. No. R-2239A;
The North Carolina Department of Transportation proposes
to widen the existing two-lane roadway to a four-lane
divided, full. control of access highway, by constructing two
new eastbound lanes south of the existing roadway. These
improvements will include 7.6 miles of the US 421 corridor.
The proposed work involves crossings of 44 streams and
small tributaries. The (AICIOSed plan drawings and permit
drawings illustrate all proposed work in wetlands and surface
waters. Site 1 is Little Cub Creels (average daily flow 4.5
c.f.s.), and Sites 2 through 12 are its tributaries. Site 20
is Fishing Creek (average daily flow 3.4 c.f.s.), and Sites
13 through 44, excluding 20, are its tributaries. Wetland
impacts will include filling of 4.44 acres at fourteen sites.
Each of these sites will involve less than one acre of fill
in Wetland.;. Additionally, filling of a total of 266 cubic:
yards of material below ordinary high water will be required
among seven sites.
Ar r.,, -,i rn,,.,,,,i,?.,;f-fAfn.,,, r,,,, A - t;-, r i ,,

,n
dr. •. *
It is anticipated that all of the proposed crossings may
be permitted under Nationwide Permit 426 for projects Above
Headwaters, 33 CFR 3-30.5(3). Application is hereby made for
a Department of the Army, Corp;; of Engineers permit as
regiiired for such activities. By copy of this letter, we are
also requesting 401 Water Quality Certification by the North
Carolina Division of Environmental Management. In accordance
with procedures for projects located in the designated trout
counties, a letter of concurrence is also requested from the
North Carolina Wildlife Resources Commission.
If you have any questions, please contact Cyndi Bell in
Raleigh at [phone].
sincerely,
P J. Quil E.
Assistant Manager,
Planning & Environmental Branch
cc: Mr. John Thomas, COE, Raleigh Field Office
Mr. Joe Mickey, WRC, District 7, State Road
Mr. John Dorney, DEM, DEHNR
Mr. A.L. Hankins, P.E., Hydraulics
Mr. Dennis Pipkin, P.E., Planning & Environmental
Mr. W.E. Hoke, P.E., Division 11 Engineer
Y _ _y
DEM ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. BOX 1890 AND NATURAL RESOURCES
WILMINGTON, NC 28402-1890 P.O. BOX 29535
ATTN: CESAW-CO-E RALEIGH, NC 27626-0535
Telephone [phone] 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: North Carolina Department of Transportation
2. OWNERS ADDRESS: P.O. Box 25201, Raleiqh, North Carolina 27611
3. OWNERS PHONE NUMBER (HOME): (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Ba,l 0' inn P E Assistant Managp-r
Planning and Environmental Branch
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: Wilkes
NEAREST TOWN OR CITY: Wilkesboro -
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
US 421 from East of SR 1001 to East of SR 2433
6. NAME OF CLOSEST STREAM/RIVER: Yadkin River
7. RIVER BASIN: Yadkin - Pee Dee
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [x]
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [x]
IF YES, EXPLAIN.
tA T7eTTMATPY) TOTAf. NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED: q.qq
DRAINED:----
FLOODED:----
EXCAVATED: ----
TOTAL IMPACTED: .44
12. DESSCRIPTION OF PROPOSED WORK (ATTACH PLANS) : Widen existing 2-lane roadway to
a 4-lane, divided hiqhway. Grading, Drainage, Paving, Culvert Extension,
13. PURPOSE OF PROPOSED WORK: Upgrade of roadway to accommodate vehicular
traffic demand.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Due to the linear nature of this project, intersection with wetlands
is inevitable. However, the exis inq alignment was used, in order
to prevent new stream crossings.
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 [ ] 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. See attached Permit and Plan Drawinqs
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. N/A
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Rural
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
?y
2116 92--
1 .
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
1 187+05-L- 3@
8'x 8'
RCBC same 0 0.22 0 1,000
2 195+15-L- 18" 105' 0 0 0 0
3 200+15-L- 24" 95' 0 0 0 0
4 203+23-L- 30" 80' 0 0 0 0
5 223+75-L- 48" 310' 0 0.14 0 5,000
6 245+25-L- 18" 270' 0 0 0 0
7 253+05-L- 60" 70' 0 0.22 0 2,000
8 254+65-L- 42" 955' 0 0.43 0 15,000
9 257+97-L- 18" 54' 0 0 0 0
10 261+05-L- 18" 54' 0 0 0 0
11 272+16-L- 18" 80' 0 0 0 0
12 274+95-L- 48" 84' 590' 0.85 0 25,000
13 296+50-L- 8'x 7'

Y RCBC
" 32'
' 250' 0 93 0
14 11+90
5A 54 218 0 0 75 0
15 304+14-L- 24" 60' 0 0 0 0
16 308+28-L- 24" 90' 0 0 0 0
17 321+82-L- 48" 110' 200' 0.03 0 1,100
18 328+41-L- 18" 110' 0 0 0 0
19 338+22-L- 9'x 8'
RCBC 64' 110' 0.41 35 10,000
20 335+52-L- 2@
11'x 8'
RCBC 98' 70' 0.9 10 15,000
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
i ,
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
21 374+52-L- 18" 80' 0 0 0 0
22 383+45-L- 18" 130' 0 0 0 0
23 391+50-L- 48" 80' 0 0.16 0 4,000
24 400+70-L- 24" 175' 0 0 0 0
25 406+30-L- 18" 170' 0 0 0 0
26 411+20-L- 30" 190' 0 0 0 0
27 420+05-L- 24" 180' 0 0 0 0
28 421+89-L- 18" 60' 0 0 0 0
29 424+40-L- 18" 65' 0 0 0 0
30 431+74-L- 2@
8'x 7'
RCBC 95' 0 0.63 0 19,000
31 448+33-L- 18" 110' 0 0 0 0
32 452+67-L- 18" 110' 0 0 0 0
33 468+40-L- 18" 100' 0 0 0 0
34 470+97-L- 18" 105' 0 0 0 0
35 475+75-L- 54" 160' 0 0 10 0
36 485+82-L- 42" 70' 0 0.03 8 0
37 488+90-L- 18" 130' 0 0 0 0
38 495+18-L- 18" 70' 0 0 0 0
39 505+53-L- 42" 60' 0 0.05 0 800
40 513+87-L- 7'x 6'
RCBC 80' 0 0.06 15 1,100
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
.
SUMMARY SHEET
CHANNEL
PIPE CHANGE FILL IN FILL BELOW TOTAL
SITE STATION SIZE LENGTH LENGTH WETLANDS (A.C.) OHW (C.Y.) FILL (C.Y.)
41 523+88-L- 9'x7'
RCBC 80' 0 0.31 0 4,500
42 529+03-L- 24" 110' 0 0 0 0
43 531+54-L- 36" 80' 400' 0 0 0
44 573+95-L- 60" 70' 190' 0 0 0
TOTALS
5,499' 1,810' 4.44
266 103,500
CHANNEL CHANGE SUMMARY
SITE STATIONS
12 276+50-L- To 282+40-L-
13 293+40-L- To 295+90-L-
17 317+60-L- To 319+60-L-
19 337+60-L- To 338+20-L-
20 357+00-L- To 357+50-L-
43 530+60-L- To 534+60-L-
44 572+50-L- To 574+40-L-
TYPE
'V' Ditch
10' Base Channel
4' Base Channel
8' Base Channel
14' Base Channel
'V' Ditch
2' Base Channel
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILKES COUNTY
PROJECT 6.769001T R-2239A
US 421 FROM EAST OF SR-1001
TO EAST OF SR-2433
b Vnlney Indent 1'.. t
scus 1 ` I 11 -' w ~'1 r p') '' ( 1`.' 1' Ill xudvdlr
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Prestonvdle II
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N. C. DEPT. OF TR-?,NSPORTA.TIOi
J))NrLsiON OP t •I(?H SV :Y.S
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PROJEC;l (n.-769v.0/7-US ?Z1. ?r?om. LAsT 0F !5 I00
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fC:'FOR PROFILF OF --L- LINO SEC SNT. _10-
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EST. CLASS'13"57 F- i_ _7nM5
ROCK PLATING Ir
L „fr or N G
pETNIL_L1IC-RAL•V'DITCI Ill,))l'1 . C)Tl
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N VISION
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L LATERAL-V" DITCH
STA 261 +40 TO 264 + 50
PAVED- SHOULDER rt rQ `;3
rnol nrnntnct no - ?d.l.t ?m 1_!uini.
G.769004T 9
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NOTE'. FOR PROFILE OF -1_- LINE SEE SHT. -20_
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D 5'15'
L - 513.37'
R - 1091.348
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L, - 200
T. • 4'70.44
LT • 133 39
ST = GG.72
SE = SEE PLANS
1 PORARY DRAINAGE EASEMENT
YPF'A'SILT BASIN
RA
I. 445.96
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D 6'
LL • 62 8
R. - .930
0s•
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T 445.9
T• 133.41
ST- 66.74
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EST. DDElD,93SC.Y.i_? A
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NOTE: FOR PROFILE OF -L-LINE SEE SHT.
l FOR PROFILE OF RAMP C REV SEE SHT. 25
PAVED SHOULDER t7 1'R0JI?Ci (n, -7(,qUOIT P Z_"L 3? H?
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FOR PRC)FILF OF RAMP C REV, SEE SNT• l-5
PAVED St10ULDER L
A W MOOR

R, H0 120'
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CS STA 544+37.?fISO (R)
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0e - 5.00'00,
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ST 66. 72'
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?.R ?. • 11992-
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION WETLANDS GROUP
P.O. BOX 25201 WATER UALITY SECTION
RALEIGH 27611-5201
JAMES G. MARTIN DIVISION OF HIGHWAYS
GOVERNOR R
THOMAS J. HARRELSON December 15, 1992 WILLIAM G Lff.1, g. A. El
SECRETARY o STATE HIGH
IAN - 71993
District Engineer
U.S. Army Corps of Engineers ETLA
P.O. Box 1890 ?1s3TER0
Wilmington, N.C., 2840-5201
ATTENTION: Regulatory Branch
Dear Sir:
SUBJECT: Wilkes County - Widening of US 421 from East of
SR 1001 to East of SR 2433; T.I.P. No. R-2239A;
State Project No. 6.761011
The North Carolina Department of Transportation proposes
to widen the existing two-lane roac:lway to a four-lane
divided, full control of access highway, by constructing two
new ea:_stbound lanes South c)f thr? existing roadway. These
improvements will include 7.6 miles of the US 421 corridor.
The proposed work involve:, cro:,sings of 44 streams and
.small tributaries. The! r-inclosed plan drawings and permit
drawings illustrate all proposec work in wetlands and surface
waters. Site 1 is Little Cub Creek (average daily flow 4.5
c' . f . S .) , and Shen, through l ? err iLs tributaries. Site 20
is fishing Creek (average daily flow 3.4 c.f.s.), and Sites
13 through 44, excluding 20, are its tributaries. Wetland
impact: will. include filling of 4.44 acres at fourteen sites.
Each of these sites will involve less than one acre of fill
in wet1and..;. Additionally, filling of a total of 2166 cubic:
yards of mater:i al below ordinary high water will be required
among seven site:,.