19930019 Ver 1_Complete File_19930208

a 5ATEo
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 8, 1993
Mr. D. K. Bennett
Assistant District Engineer
NC DOT
Post Office Box 250
North Wilkesboro, North Carolina 28659
Dear Mr. Bennett:
Subject: Proposed Fill in Wetlands or Waters
Road improvements, SR 1201
Ashe County
DEM Project # 93019
Upon review of your request for Water Quality Certification
to place fill material in 0.50 acres of wetlands or waters in
South Fork New River for bank stabilization and road improvement
located at SR 1201 in Ashe County, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2665 and 2732 issued January 21, 1992. Copies
of the General Certification are attached. These Certifications
may be used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 13 and 14.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
A. resto Howar , Jr. P.E.
APH:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Cent?rba Fil
ox 27687, eigh, North Carolina 27611-7687 Telephone [phone] Fax ,# 919.733-0513
An Equal Opportunity Affirmative Action Employer
Me - x
RECEIVED
N.C. Dept. of EHNR
t ^
DIVISION OF ENVIRONMENTAL MANAGEMENT JAIN 12
° f
January 11, 1993 W i n S t o n 2M
Regional '?-
C t?ce
MEMORANDUM
TO: Steve Mauney
Winston-Salem Regional Office
FROM: John Dorney .
RE: 401 Certifica ion Review
Please review the enclosed 401 Certification applications by February 11, 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 RECOMME AT;FORM
1. NC DOT - Culverts on SR 1201 ) t?.S5?r.h En TO ? ?#93019 1?.T? 2 Ashe County DUE 2. Duke Power - Bank Stabilization

#93013
Rockingham County
3. Dick Johnston
#93016
Wilkes County
The other enclosed material (if any) is for your general information and use as
appropriate.
Enclosure
2V 7 e j'KU 6 - - ^'
pijE DATE
w
MEMORANDUM ??g _ 19 INITIALS
T Reviewer:
C0: John Dorney WQ Supv:
Planning Branch VVETLMIDSGROUP?„ Date: t-s5-5-5
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
PERMIT_YR: 93 PERMIT-NO: 0000019 COUNTY: ASHE
APPLICANT NAME: NC DOT - CULVERTS ON SR 1201
PROJECT-TYPE: CULVERTS PERMIT-TYPE: NW14
COE_#: DOT_# : Q3otR
RCD_FROM_CDA: DOT DATE_FRM CDA: 01/08/93
REG_OFFICE: WSRO RIVER_AND_SUB_BASIN-#: CjJeW) o - OBI -'O 1
STREAM_CLASS : Ci JAQ W
STR_INDEX_NO: Ip -1- (30.7>
WL_IMPACT?: &N
WL_REQUESTED : O . E. A C.
HYDRO_CNECT?: &N
MITIGATION?: Yo
MITIGATION SIZE:
WL_TYPE : S-treAr. 6psrn1_-
WL_ACR_EST?:ON
WL_SCORE(#):
MITIGATION TYPE:
IS WETLAND RATING SHEET ATTACHED?: YG
RECOMMENDATION (Circle One): ISSUE ISSUE/COND DENY
COMMENTS : S j?. 1201 tS An e) t S-i ,4 CQAC?1
beic?h Ukr\&erMif\,ed bu +-he? Sotxlrk V0_fk, Meth Z;Qej-.
Z0T. !proposeS fb PAJtJ +kC, f OfA Rr\c4 "notxr
?? s ? c! e? nex ? ?o -}-hey ('? J e f t?J't {?, r'; +? - i' A P ov e.r
re r to b re oe t<t t' ur46e r tu?rt,e r ?,: n;
0 0',S4 IJOAC MAtAe-.., .
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Regional Office
Central Files
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KN North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27611, 919-733-3 n n
Charles R. Fullwood, Executive Director tl 11
y?
January 11, 1993 `)AN 2 2
Mr. Ken Jolly, Office Manager TERQUALITYSEGT';UI?i
U. S. Army Corps of Engineers
Raleigh Field Office, Regulatory Branch
6512 Falls of the Neuse Road
Raleigh, North Carolina 27615-6846
SUBJECT: A review of an application by NCDOT for bank
stabilization and stream crossing along SR 1201
adjacent to the South Fork New River, Ashe County
Dear Mr. Jolly:
The North Carolina Department of Transportation (NCDOT) is
requesting a letter of concurrence from the North Carolina
Wildlife Resources Commission (NCWRC) to obtain a 404 permit from
the U.S. Army Corps of Engineers. The NCWRC has reviewed
information provided by the applicant, and field biologists on
our staff are familiar with habitat values of the project area.
These comments are provided in accordance with provisions of the
Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C.
661-667d).
The NCDOT is proposing to grade, drain, base and pave SR
1201 (Severt Road) in Ashe County. Due to the close proximity of
the South Fork New River, bank stabilization with riprap will be
necessary from stations 48+50 through 59+50.
Based on the information provided by the applicant and our
information on the range of trout in the project area, this
project will not impact trout waters. However, the South Fork
New River does contain excellent populations of smallmouth bass
and rock bass. We do not object to the project as proposed
provided that adequate erosion controls are maintained throughout
the life of the project to protect aquatic populations from off-
site sedimentation.

.f
IF )..
Thank you for the opportunity to review and comment on this
project. If I can be of further assistance, please contact me at
919 366-2982.
Sincerely,
Joe Mickey, Jr.
District 7 Fisheries Biologist
cc: Ms. Stephanie Goudreau, Mt. Region Habitat Biologist
Mr. D. K. Bennett, Asst. District Engineer, NCDOT
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8199?i I U
STATE OF NORTH CAROLINA ,,N - K
DEPARTMENT OF TRANSPORTATION WETLANDS GROUP
WATER QUALITY SECTION
P. 0. Box 250
JAMES G. MARTIN North Wilkesboro, N. C. 28659 DIVISION OF HIGHWAYS
GOVERNOR Jan. 06, 1993
THOMAS J. HARRELSON WILLIAM G. MARLEY, JR., P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
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. 13 for Bank Stabilization
and Permit No. 14 for stream crossing along
S.R. 1201 adjacent to South Fork New River WS-III
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of
SR 1201 (Severt Rd)., in Ashe County during the 1992-1993
fiscal year. Due to the proximity of South Fork New River
(Class-WS III) and bank stabilization with Class II Rip/Rap
for armor protection, we are requesting a 404 Nationwide
permit no. 13. Also there are 3 existing cross line drainage
structures that will need replacing, extending, or upgrading,
we are requesting a 404 Nationwide permit no. 14.
Attached is a straight line sketch with proposed erosion
control, stream, stream embankment, pipe crossing and
construction limits. In addition I am sending sketch of
areas along the road, with cross sections to cover same where
project encroaches inside the 25 ft. trout buffer zone, and
marked county map.
By copy of this letter I am asking Mr. Joe Mickey, Jr., of
North Carolina Wildlife Resources Commission District
Fisheries Biologist to comment directly to you concerning the
404 Nationwide Permit request.
An Equal Opportunity/Affirmative Action Employer
1I x
A request will be made on this project for a Temporary
Encroachment in the Trout Water Buffer Zone of South Fork New
River., and I am asking Mr. Mickey 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.
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,
K'A
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: Doug Miller, P. E., Regional Engineer DEHNR
W. E. Hoke, P.E., Division Engineer
D. J. Tetzlaff, District Engineer
D. K. Miller, County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Joe Mickey, Jr., District Fisheries Biologist, WRC

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ACTION ID:
DEM ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): L5 s.=)A 14-
JOINT APPLICATION FORM FOR
XATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
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.
ATTNt 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: ELL DPt?Tq,QTMFiNT OF TRAt.?SpO?TgTIOtiI
2. OWNERS ADDRESS: PO -%og 25o N f? lKE'S Got fU L ' 8(059
3. OWNERS PHONE NUMBER (HOME): (WORK): Q « - Cv !o'7" f1f l'1
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: S
O
)?1o?C11 ?. \kESbor:.c? , ?1 L 'ZSto59
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: HSNE ?.0•
NEAREST TOWN OR CITY: IAl EST 2S?0 t?o l
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): ?-
o t?l e ?1 2.? y ?-?
Gam. 1,-MT D.J tot: c tiL l (off `s'usT
6. NAME OF CLOSEST STREAM/RIVER: soc.t'l
7. RIVER BASIN: t16? -P-tyE--
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO ( )--- SIIr
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ] NO to-
IF YES, EXPLAIN.
•10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF T U.S., INCLUDI G
WETLANDS LOCATED ON PROJECT SITE: 3/30/92
i

?.. 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS,
THE PROPOSED PROJECT: J
FILLED: So ?uG ?? ?jZ? o?'"J
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: . SO fK/G Zip oio

Gyc?STi.?6 2???? hAJ? _
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Ius a1 CLASS = 2 .RA I
J-h,-k wi ?i?w ( •STII-:6 Q.va/ A?fS / /?»or• /+y e v
S?d a/..,,.,? s? ?? f?vss? 6!C ?uu4rrG E¢o5io.._ L3P?iox i ?.e ?i?,s
? ! oo L,i...?s+? `cd7?' .? ??Nq l.J??T• .?.d ? oC ?Zo,gd ?.?.? -
13. PURPOSE OF PROPOSED WORK: to IF 44 1. t44e- 'I kG 0a U-) GoaS4/tA - ;-'j
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT INn WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. 5 .t c A1? e? t-ao4- 2 pro- t ?S?i?Jl9 G2sid IS
7,?? To CaA o o F .?ae?' G'.eT Qv.?.J:.?e, P/arr?? uJi j?vA?
T?k?.? To ?a.iaf /ate r»•.?.m:at /r?P?T To ??,a?i,? ?/Li?r
1S. 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 A FEY ED 5f ?/lz
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ j NO 0,/'yJ1e- 0 usRieivl'P
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? A'.."/'"
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
R'S SIGNATURE DATE
-2-
IMPACTED BY
EROSION CONTROL PLAN
C.p.C(ZN_T Y AsH?
WQR1 - OIl UER NO
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DISTRICT ENGINEER:
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ENGINEER:
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All SILT BASINS. _TYPE B
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UNLESS OTHERWISE
NOTED.
NOTE :
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P
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.
(3) All siltation and erosion control devices shall be
properly maintained until no longer needed.
(4) As project progresses, 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 is serving.

SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAI'.
Stone for plain rip rap shal l consist of fieldstone or rough u nhewn 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 Rat). 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

NOTES
1. The present road location now exist within the 25 Ft.
buffer zone of creek. New construction will not encroach
any additional distance inside the buffer zone.
2. There will be no need to disturb any area Rt. of existing
shoulder break.
3. We will place silt fence one foot inside of shoulder break
or (131) from center line.
4. Part of the existing slope has been armored. We will armor
the slope Rt. of station 18+90 to station 19+50.
SPECIAL ROCK TOE EMBANKNIENT FILL SECTION:
On projects where fill material must be placed in a Buffer Zone, it must be built with a rock toe
embankment. Fill should then be placed behind the rock embankment such that no earth mater-
ial is directly exposed to the buffer zone area. The rock must extend up the slope so that the
entire slope is plated with the stone. This procedure shall be implemented in the sequence as
outlined in the detail shown below
Sequence for Building Special Rock Toe Embankment Fill

46b June, 1992
STATE OF NORTH CAROLINA
SUBJECT 'S'2?8-Tb So?cfM Icge920aipROJECT 52- 12t? j
,,ARTMENT?OF TRANSPORTATION
?>z/??sC? ?VeuCy ECT' As1-1 E COUNTY
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY?KB DATE I q3 STATION lt#400T° 19i Sf0 F-T'
P. O. BOX 25201
RALEIGH: NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF

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