19950155 Ver 1_Complete File_19950213

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B, Howes, Secretary
A. Preston Howard, Jr., P.E., Director
?EHNR
February 15, 1995
Wilkes County
DEM Project # 95155
APPROVAL of 401 Water Quality Certification
Mr. D.K. Bennett
NC DOT
P.O. Box 250
North Wilkesboro, N.C. 28659
FILE COPY
Dear Mr. Bennett:
You have our approval to place fill material in 0.02 acres of wetlands or waters for the purpose
of pipe replacement at SR 1158 (Conley Shumaker Road), as you described in your application dated
13 February 1995. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 2745. 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 sbould 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 30 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
P.eston "Howard, Jr.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
95155.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
f i' ?r ,??i•. u-
JAMES B. HUNT. JR DIVISION OF HIGHWAYS SAM HUNT
GOVERNOR SECRETARY
P. 0. Box 250
North Wilkesboro, N. C. 28659 RECEIVED
Feb. 08, 1995
FEB 1 31995 , ?? . r ;
ENVIRONMENTAL SCIENCES
RRpnir,N
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, N. C. 27587
Subject: Nationwide Permit No. 3 to replace existing pipe
along SR 1158 adjacent to small stream trib. to
Stoney Fork Ck. Class-C Wilkes Co.
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
and base primarily along the existing roadway of SR 1158 (Conley
Shumaker Rd)., in Wilkes County during the 1994-1995 fiscal year.
Due to the small stream being a trib. to Stoney Fork Ck. Class-c-
we are requesting a 404 Nationwide permit no. 3 to allow us to
replace the 1 existing cross line drainage structure.
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.
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.
??lJ
DEM ID: ACTIO14 ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT f): 3 rnr.h-!????
JOINT APPLICATION ?ORH FOR
NATIONWIDE PERMITS TUAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFIC.TIOH
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 HANAGEMENT
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 c ?EpA?t'Mc1JT of TRAP-45 PaPTAT10 1J
2. OWNERS ADDRESS: P.O. 30K 25o
m o Q.TN u l t Ides 6eP o1.1 G 8Co ?9
3 . OWNERS PHONE NUMBER ( HONE) : ( WORK) : 1716-6(a-7-911Z
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: D K $E??E71-
. D, Z o
No re Lt/. /kES 6cz,¢ o G 2 8 `?
5. LOCATION OF PLANNED WORK (ATTACH HAP). COUNTY: L<?iL k
NEAREST TOWN OR CITY: SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
17
6. NAME OF CLOSEST STREAH/RIVER: ???"" 1-':-r•r _
7. RIVER BASIN: "/ADKIO
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HOW, ORW,
WS 1, OR WS 117 YES ( ) NO ( v)'
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) NO (Vr
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: -1,0 --`?^'r?T
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:
D O??!i?c PG' 2crP,s ?c m= ?1T'
TOTAL IMPACTED:
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): 2?D?PiE =vls"hC 40
IMPACTS. r r. ?? rl c_;r;, "^ ?G_
i._ }? _.1-? _rn4:t t._•1J C? l'?`?T ?_? (??-?i? ??. rti-f'; 1'?1 ?'l ?r):.?'l??:n ?\-?N ?
13. PURPOSE OF PROPOSED*WORK: Ta E?tMt?rzE QIS ?Xls71ti1( !Ir1?_Klr2?rv? ay!
Io ?r?-O_r mar= -2A?/ ` C^n 714 -tom/?I
Ol= ?I?E•
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
1S. 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 ENDANCERED OR THREATENED
SPECIES OR CRITICAL HABITAT It? THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES (?)' NO ( )
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 IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU D014E SO? YES ( ) NO (L?
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEH:
A. WETLAND DELINEATION HAP SHOWI14G 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 HANAGEHENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
' f
E. WHAT IS LA27D USE OF SURROUNDING PROPERTY?
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL7
OWNER'S SIGNATURE DATE
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # DescLll?1.14II yl ? 1
245.03 Temporary Sill Ditch .............................. nn _ -- VI-1
245.05 Temporary Diversion _____________________________ Vt - 4
893.01 Temporary Silt Fence -111-1+1-- ----- --- VI-6
890.05 Temporary Slope Drain with Earth Berm I.-- '- V1-3
245.01 Silt Basin Type A .... __------------- VI - 10
245.02 Silt Basin Type B -------- _------ _______ _ __ VI - 12
892.04 Temporary Rock Silt Check Type-A ___.___ ________ __ Vt - 14
895.10 Temporary Flock Silt Check Type-13 ............ > _________ ___ Vt - jr)
892.01 Temporary Flock Sediment Dam Type-A ____________ _ __ VT- 118
892.02 Temporary Flock Sediment Dam Type-B ___ ? _________ __ Vt - 20
897.01 Rock Pipe Inlet Protection ......................... _
u V1-22,
01
894 Rock Silt Screen ......................................... ___ _- Vt 24
.
245.04 Stilling Basin ................................................... . ®-- --- Vt 26
Rock Inlet Protection:
896.01 Type A ------------------------------- A L] - OR - -A) -- --- VT - 30
896.02 Type B ............................... B ' OR B) -- --- VI - 32
896.03 Type C ............................... C - OR .-C) -- -- VI 34
851 trip hap Gibed bitch ................... .... D6_
851 FiberglaQe Pavittd Lifted bltch ......... .... vvvinnnnNL'
QRe.U2 rtlp (Zap P111 Slope ?'t-otecEloti ......... ....
Sma11 Stream at grdttch ................ ....

F? F,E C?<<71a? ENt°•?'f d;4?P+lTa? 8040
baba
Vt-1 M.-arch, 1993

CONSTRUCTTOii Sr•.O11MICr FOR INSTALLING ROADWAY CULVERTS
1. Clear only enniivh area and install the downstream measures
G»c:h as silt check dams, silt screens, and silt basins as
noted on plan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at inlet as noted on
plan.
5. Tnstall additional pipe outlet protection and inlet
protection as noted.

EROSION CONTROL SCHEDULE
(t) All adequate temporary erosion control measures will be
installed before clearing and grubbing operations begin.
(2) A-q ronGtrliction progresses temporary and permanent
ernsinn control devices shall he installed in a timely
manner, according to any special permit requirements
and /nr regn1rements set out in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
P»rGtiant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
accomplished within 30 working davs or 120 calendar
days following completion of construction or
development, whichever period iq shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pltrsuant to G.S. 113A-57(3) provisions for a ground
rover siifficient to restrain erosion mt.tst be
provided for any portion of A land-disturbing
activity in a HQW zone within 15 working days or 60
calendar clays 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) nn projects performed by D.O.T. Maintenance Forces,
regtie4t will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will he ba.qed on the
rondltion of established ground cover of that area the
device 14 serving.
SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rit) rapsllalI collslstof 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 he 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
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS
GOVERNOR
MEMORANDUM TO: Doug Tetzlaff DATE: 02-07-95
FROM: J. F. Sloop
SUBJECT: Reviewed E/C Plans - Wilkes County
SR # STA TO STA
1158
RECOMMENDATION
Approved
NOTE: (1) Use some type of device with #5 stone before
drainage leaves the project.
SAM HUNT
SECRETARY
(2) Attach Location / Vicinity maps to all Erosion and
Sedimentation Control Plans.
(3) Use Detail Sheet dated March 1993 with all Erosion
and Sedimentation Control Plans.
(4) Use of Std.# 897.01, or Std,# 245.02 with Std,#
895.10, or Std.#892.02 @ X-Lines.
Fj