19960163 Ver 1_Complete File_19960215

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
C) FE F=1
February 26, 1996
Wilkes County
DEM Proiect # 960163
APPROVAL of 401 Water Quality Certification
Mr. D.K. Bennett
Assistant District Engineer
N.C. Dept- of Transportation
P.U. Box -'50
North Wilkesboro, NC 28659
Dear Mr. Bennett:
You have our approval to place fill material in 0.08 acres )t wetlands or waters lint die purpose of
replacing existing pipes along SR 1743. as you described in vt-jr application dated 13 February 1996.
After reviewing your application, we have decided that this I'll. is covered by Cieileral Water (duality
Certification Number 3026. This certification allows you to us_ Nationwide Permit Number 3 when it
is issued by the Corps of Engineers.
This approval is only valid for the purpose and design tha. you described in your application. ]t
you change your project, you must sooty us and you may be r quired to send us a new application.
For this approval to be valid, you trust follow the conditions 1-- ted in the attached certification. In
addition, .on should get any other federal, state or local pertni?> het?ue you go ahead With your
project.
It 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 (late that you rec-:ve this letter. To ask for a hea-ring,
send a written petition which conforms to Chapter 150B of thz North Carolina General Statutes to the
Office of Administrative I-learinas, P.O. Box 27447, Raleigh. N C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearin
This letter completes the review of the Division of Envir_ntIlental Management under Section
401 of the Clean Water Act. It you have any questions, Pleas, relephone John Dorsey at 919-733-
1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winton-Salem DEM Regional Office
Mr. John Dorsey
Central Files
Sincerely.
,'re ton `:ow ud..Jr. P.1 .
960163.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh. '.C 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% -=cycled/10% post consumer paper
.1
StATE
STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P.O. Box 250
North Wilkesboro, NC 28659 ciFcNEo
February 13, 1996 51996
,_,(01 ISSUES ?NV??ONMFN?ALS'
Mr. John Thomas
U.S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, North Carolina 27587
Subject: Nationwide Permit No. 3 to replace existing pipe
along SR 1743 adjacent to small stream (tributary
to East Prong of Roaring River 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 1743 (Twin Locust Rd.), in Wilkes County during the
1996-97 fiscal year. Due to the proximity of a small
stream (tributary to east prong of Roaring River Class-C-
Trout) we are requesting a 404 Nationwide Permit No. 3 to
allow us to upgrade the four (4) existing cross line
drainage structures that will need replacing, and/or
extending.
Attached is a straight line sketch with proposed erosion
control, stream, stream embankment, pipe crossing, and
marked county map.
By copy of this letter I am asking Ms. Stephanie Goudreau,
Mtn. Region Coordinator with the N. C. 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 said creek
and I am asking Ms. Goudreau to comment directly to me
concerning the Trout Water Buffer Zone encroachment.
Also by copy of this letter,
to proceed under Section 401
the Division of Environmental
I am requesting authorization
of the Clean Water Act from
Management.
Mtn)
John Thomas
February 13, 1996
Page 2
We would like to begin
If further information
Your early review and
appreciated.
construction as soon as possible.
is required, please let me know.
consideration will be greatly
Sincerely,
W7?- 0?;?
D.K. Bennett
Assistant District Engineer
DKB:gb
Enclosures
cc: W.N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Ms. Stephanie Goudreau, Mtn. Region Coordinator, NCWRC
W.E. Hoke, PE, Division Engineer
D.J. Tetzlaff, District Engineer
County Maintenance Engineer
ACTION ID: _
DEM ID:
NATIONWIDE PERHIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT
-;3:ff T ANC. ?
JOINT APPLICATION TOR}{ FOR
XATIO)tWIDE PERNITS TnAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
XATIONWIDE PERMITS TEAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNI14G
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL M"ACrurNT ;
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO N
P.O. BOX 1890 AND NATURAL RESOURC
WILMINGTON, NC 28402-1890, P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: CESAW-CO-E
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: < -DEPAZT Me-jj OF: T2AI.45 F109-TA-noN4
2. OWNERS ADDRESS: P.O. Box 2S0
N o Q TF-1 y? t I FS bo,eo, K4-e- 2 8!0 79 --
3. OWNERS PHONE NUMBER (HOME):
(WORK)-
4. Q -!o<e7- ?//7
IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, I ADDRESS,
PHONE NUMBER: 0-
. D, o -s .0 x AZ,04 i btES 64 /y Z 8 Co ?
ICI I l-K E S
S. LOCATION OF PLANNED WORK (ATTACH MAP) . COUNTY:
NEAREST TOWN OR CITY: t kg" Ln \4j i SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Se 1143 -Z""IQ LRQUST iMd Fri- rn 554114-7-
To 52 1 Do 2 Tal (a
o a1Cs ? F'
6. NAME OF CLOSEST STREAH/RIVER: oAR µ Ca
7. RIVER BASIN: V A K1
8. IS THIS PROJECT LOCATE A WATERSHED CLASSIFIED AS TROUT SA, HQW. ORW,
WS I, OR WS 117 YES (v NO ( )
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) no (
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
n. ?pE TZcPl?crrtt?_
WETLANDS, LOCATED ON PROJECT SITE: o ? ?? g 3/30192
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT!
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: SJ, OS /?sGiR.E PrP6
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): RIM10 % 4 ocaaSS
?Dt2 Q ?N ACti? -piAr= w T'H G 1 S , 21 PE 10 rz.oy(e 4 oE1u ATE
?
ANC Sai?E 1:)aAosjA4gC U,uDe 240 64W
13. PURPOSE OF PROPOSED WORK: To FF/a /L I Tl4.TJ" "n+E W I j=wW /M (7 A N O
?AVrNC? srL 1143
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND.
IMPACTS. Tn I"K?iQ-E Wgp4a2_ AtAA SA.r-E DrzAtklAGE , Miv-j%MrLV- 5oi'
4v.l l e- LMU-ZC. A NC Y`?a??.?ro?r?a?GT? ?vo?d ArWcL VAl0% KlZt ?rnpht.Z'$
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NHFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR-PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES (V? 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 PROJECT7
HAVE YOU DONE SO? YES NO ( ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEH:
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.
ZeS"14C..+
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N ? ? l? ukNOC? ?
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WORK ORDER NO.
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r? ENGINEER
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NOTE:
PIPE LOCATIONS MAY VARY DUE
TO GRADE CHANGES IN ROADWAY
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COUNTY Wi lkEs
LOCAL NAME 1 vJ N L. o cu.sk Rd.
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EROSION CONTROL PLAN
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,

EROSION CONTROL SCHEDULF
(1) All ade(Tllate temporary erosion control medsires will be
installed before clearing and grubbing operations begin.
(2) As construction progresses temporary and permanent
erosion control devices shall be installed in s timely
manner, according to any special permit requirements
and /or requirements get out in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Piir4iiant to G. s. 113A-57 (3) , Provisions for a ground
cover sufficient to restrain erosion must be
acr.omplished within 30 working days or 120 calendar
days following completion of constri.iction or
development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G.S. 113A-57(3) provisions for a ground
cover stifflcient to restrain erosion must be
provided for any portion of A land-disturbing
artivity in a HQW lone within 15 working days or 60
rnlendar days following completion of construction
or development, whichever period is shorter.
(3) All siltation and erosion control devices shall be
properly maintained until no longer needed.
(4) On projects performed by D.O.T. Maintenance Forces,
rPgiiPmt 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 iQ serving.
CO"STRUCTTON SEOIIENCE FOR I11STALLINQ ROADWAY CULVERTS
1. ClPar only enoliah area and install the downstream measures
such an silt check dams, silt screens, and silt b6sins 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. Install additional pipe outlet protection and Inlet
protection as noted.
r
EROSION CONTRO-L
DETAILS AND
SPECIFICATIONS
Std. Description
1605.0t
163a.v3
1630.03
1622.01
1630.01
1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
1636.01
1630.04
1632.01
1632.02
1632.03
868.04
Section-1.6,31
868.01
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt Basin Type-A
Silt Basin Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Silt Check Type-B
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment Trap Type-B-
Rock Silt Screen
Stilling Basin
Rock Inlet Sediment Trap:
TSO
-?- TD
:D
Au
B?
Type-A A -? OR -- A
Type-B. B OR -- B
Type-C CO- OR --C)
Rip Rap Lined Ditch .... . ............... ...--R?--? --
Flbergla4s Rovind Litlee Ditch ............. vWUVtn1WL?
Rip Rap Fill Slope Protection .............
-_-
Small stream or Branch ....................
• e e •
SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consistof field stone or rough unhewn quarry
stone. The stone shall be sound, tough, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. Foc• 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
COUNT l A) i I key ?.?. ??o I l ?-IJ ??qnn? I ??? n ?. ac ?_T MO.
:X161 u16 RoaJ
uE-I QoAc? -- -•••?, ~ c 1 rCP
- r
htopoLED R u? "'-
,E115TINU PIPE 1 }00 L+oo
------------ •
-:
tip, P,pr-. , J L
- t x;s+s
(-6uSCR LINE ^/ SGALE I IW. = 30 FT. 32-'x 54" CS P
1 1 1 ?n{-e. ° a.??c Trtb, i? ? (?¢P?ACe. 55'x (,p0'? CSP'T.Ipc
Clots G-Tr/in. C I.&1. a 10 FTC:
tJo?:
T?.MPORAR?I EROSIo1.1 Co?.I•TRoL.
I?EVILE!s Q07 sNowl.ll -gu-r
WI1.L IW e-luJE TempoaaAy
511.2 FENLEI 7-oc-1-4 GIAELk l)AMg
Pcad SIL:T T3PS1*l5, ors IJeEdEA
SaRVE, bA ? ?-3 "? ?
Go?ac.-CED 6 roe
;oU?.iiY' (,? l?lkes ?.?, t., o. , 1 ?.s NAryNF E.0r.uL-r PC
-? 2 0?11 4
xtSZIIJ6 R.oa.l ?
--- Nod t', t?cts?:noi rop.c? 's over
Rowd o 5:1? Screc?„ •, _ qO? -k-oc r???? n; Rroqo?.CA
E%" roc,.
opoiEb 7-w
- -- U. 00
xtsTtu? Pips
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---------
ur.w Ptpt
CGSNTER Umf: Node: Nu Nan.• ?r;e. Ta
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No ?:
I?MpORgg../ ERD51orJ Co?TRoL
'DE.vILF-t, t?loT SHa A461) -a uT
wiLL Iu c?udt. TeMpocmz.
S?Li FENCE 1ZOGiK GHE,L DAMS
Ptud 5t1?' ?3AS1?5 ? (?rS I•??Ec1c?
a 0+ so
I
Lla-So
SGALE. iIN. = 3o FT' .113z x Coo CSP-Ex. ?- -
ReplA.ee 100'x(o0" CSp-Tn
S?RV>v bA ' ?` -
14
COLA N4 t,--L
:x?sziNd eooJ
ue-,
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- -- LL
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T 3 oR 4
-- L?oc.k S',It S,- .,
i
c
45too
46+00
C,6uzcR LIME Nike: No ??ati.t Tr; b. To SGALE II?r)h - 30 FT ? 32' X 48" CSP ; kx?s?'S
/ P epl o c, -7 O' ,x q 8' CSP- ry p B
Easy Prong Roar;nq R;Jef
C'%-c e n - Trn.?e- Li e. C I a. PT ---i.
?JaTE:
?.IMp02C R$L EtzoS?oN Co?rrRoL
'o F-viLeS t?loT sHowr.l? '$UT
W%LL lu c?udE TErnpoaaRY
S?LZ FENLF- Rock GNELJC'DAMS
Rua 5JQT -3P+SIgs, 4?s Needy
SaRVE.y bA`?E ? I - 3 -9 t?
C:o?.?ac.-CEb Fey ? C ?.? ??, Q??}J
J
DZAwN By ' n ,rv? Msa-1?,?3 1-t?a?_
'OUNT
xtbtw6 ee?
ew Read
opoSEb R W
H
5XISTI641A pipe
------------
----------
w raw PIOC
5oi+0 0
y
Molt-e: Exis+tnq rood
is over 3s' +o Am1%e r%,qht
d? ro .-4t A r6^8
(00+00
f,rWTCR Limt Nd+e,. No (aa?v.aTr;b, -rte SGRLE IoA. 3o FT' 30'x ZA" CSP-Eatsts
1 I 1 Rock S: I4 S'cr?¢ y (ZeplaGC 50,Y. Uo'
Eas+ Pr?,g Floor:n? Q'?•r CsP--rj $
NOTE:
Te'?po>ZaRy EtzosloN co?.rr'RoL
UF-vILC5 tilaT -14ow64) -5 uT
WiLL IN eIuAF- TEMpoetAmi
S%UT FENCE] laof-k e-4eL C DAMS
R„d SILK' -3ASIN5I prb Iisp-JEcc
11 J NqI(?? 1? 1:n 1-uc_u,+ K?.tif1
404
Saa.var bA ? ?- -
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