19960295 Ver 1_Complete File_19960626

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
AITI.K?FA
I D EHNF=?L
March 29, 1996
Wilkes County
DEM Project # 960295
APPROVAL of 401 Water Quality Certification
Mr. D.K. Bennett
N.C. Dept. of Transportation
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Bennett:
You have our approval to place fill material in 0.12 acres of wetlands or waters for the purpose of
replacing pipes at SR 2333, as you described in your application dated 19 March 1996. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3026. This certification allows you to use Nationwide Permit Number 3 when it
is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 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,
?l
s[on Ho d, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
960295.Itr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
6996
960296
i
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JP-
GOVERNOR SECRETARY
P. 0. Box 250
North Wilkesboro, N. C. 28659
Mar. 19, 1996

Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, N. C. 27587
Subject: Nationwide Permit No. 3 to replace existing pipe
along SR 2333 adjacent to small stream trib. to Yadkin
River class-c.
Dear Mr. Thomas,
The Department of Transportation is scheduled to grade, drain
base, and pave primarily along the existing roadway of SR 2333
(River Rd)., in Wilkes County during the 1996-1997 fiscal year.
Due to the proximity of a small stream being a trib to Yadkin
river Class-c., we are requesting a 404 Nationwide permit no. 3 to
allow us to upgrade the 7 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 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.
a
R
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,
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: W. E. Hoke, P.E., Division Engineer
D. J. Tetzlaff, District Engineer
County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Ms. Stephanie Goudreau, Mt. Region Coordinator, NCWRC
Doug Miller, Engineer Land Quality Section, DEHNR
f ` - ? ? Yy DEH ID: 02 9 6j ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT f):
JOINT APPLICATION FORM FOP
XATIONWIDE PERMITS THAT REQUIRE NOTIrICATION TO CORPS OF ENaimrERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
XXTIONWIDE 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: R( ? 'pe-PAZ me-"T OF TIZ.At.45 POIz-m-not4
2. OWNERS ADDRESS: -P.O. Box 25'0
--
3. OWNERS PHONE NUMBER (HOME):
(woRK) : WO -(a67- 9//7
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: Z? SENN?-
. D, o
??
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY:
NEAREST TOWN OR CITY: O,QTJ1i/?? j6bg 0
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Z 3 3
/e1 vE2 2oA0 EZn no dud 0r a.4 s
.. _ ., 4? , I C- kA C=L-Sr`
?(( I?a?nE Tt2i f3 \ `rAD?11J ve IASS- c •
6. NAME OF CLOSEST STREAM/RIVER: 1`iQ
7. RIVER BASIN:
8. IS THIS PROJECT LOCATED IN A WATERSHED SSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS 117 YES ( ) NO (y
9. HAVE ANY SECTION 404 PERMITS BEEN PREV LY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) mo
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: /Z ,a'f'E ,? ? 3/30/92

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: D. ?Z /??G,R? O'M-/?!?/Aee'o"
12. DESCRIPTION OF PRO/POSED WORK (ATTACH PLANS) : ?Ff?IAGE ? G'QOSSCIi?C
DhIAIA146-E' I AO-1-- Lui'h eS. ;9',oe' Tm ?k'a4Yo% .9D?DuA?2? A.vr?
13. PURPOSE OF PROPOSED WORK: o F/aC/G
k/ic
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. To /NSaeE RIIIoPG?' SAAW Z?94.'?Q!2--, Aid
-15-,QaSioA.) 4,19:) Se'D/I ePlJ7-P77'a J G/.SUAC ?Wl-aX Sl1.Q40s SacL, .qs
IC hed ?TLWf SALT aaS/NS, .S•L? FEwce, ???GT SC,e?1JS w?// /5 e
UT/G/t &-z D A,vo ?JAi.?Jnq/.cJe:O %o Vbi/? A,u /rl1,???iz /rriP.4c7$ -
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 (.?- NO ( J
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 DONE SO? YES ( J NO
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEH:
A. WETLAND DELINEATION HAP 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 STORHWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? J??.S?ra??? L
F. IF APPLICABLE WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?

R'S DATE
SIGNATURE
?OUNTT : -WSL.KES VAO. GJJJ
EXl5ZIN6 RoA.?
--- t I
uew ?? -- ' --
PaoposED P.w I I - - - - - - -
. ExlsTINl* PIPE
craw Pict
L6?1TCR Lioxf.
I I I
1 -,
1 ?
No AAME TasB. SCALE Ia1, = A' T
To Yi+mmt4 Rzv?-c?bs? G 1
SLac_E _ I ?N _ i
EXISTING SD'x24" CSc
REPLACE q0"x 3(,D" UP
ROCK 5XL.+ SCREEN rypE 5
.i
4
I
NOTE:
??MPoQARy EizosloN co,.?Qo?
"D LCS tilaT sN0V461) -$uT
WILL IN GIUAE: TEMPoaomY
S\L-r FENLEi RoLk e_AELk DAMS
Ruc1 'SjQT ?3PSI?lS, (ors NeEdEA

SaavE; bA 8-30?g5
Co?sda?l?b 6 y '
CowtTy : Wi l KeS
Ex1STIN 6 eoaJ
uew Road
c,, p-. *A o. X333 hA ,,F- Ri Ver Rd . Sheet 2 c+ 17
4- 4-
IWN
PaoposE? R ,?
.ell5Tl4v Pipe O
? u?w P,a6 ?
57 t3o
00-re"
TSMpoRP,R.y ERDSIoN CorrTRcA-
??vILeS KIoT SJA ow1.1) -5 U7
W,LL lw GludE TempoRARy
SIL- rrEuGEi Roe-k GNELk ZAMS
Nad SILT l3AS1,,L5, N:s {IEEejE8
y M ,..?.. Rock Sift Screen
saRVE. bA : g 3o- 95
To
^ r.
?ZAwN B A
C SmTER UmC No Name. Tr, b. To 54.P%LE. ? tN, = SO FT 11 Ex. S+i'n Jc yUIX Z y"C
' YadK?? kw?r-class CR?lac? yo'x 2y''G?P
TYP?'r
41CaF_ to FTC,
CoUNT? :: l.t) :) ??? S,e.1•lo. .2 33 f\lgrn? ? : sec ?ackca S?ee+ 3 al ? `7
EXI5ZIN6 Roo. ?,

- P¢opotEb P-W / --

-- u' N
; S sTluv Pipe. (.4+oo / CoS+oo
,..----------; O I
ucw P?pE ?, _

(-6i1'TVL Umt SCALE.
'
nl
N IIN. = 30 FT _
? f Ex4o'7,42" C5P
1 i 1 o
o. ?-. c Tom: b . Te
Rork S; I+ s ??«N R,?PIA?? ss
Q:v ar -Class C Types B
c i n, F I, W. ? 10 FT
NO-Tr
IE,MPORARy ERoSIoN COI.ITROL
'0 EVICeS KIoT SR0%4401 -5 u7
WILL IN e-juJe TempoRARY
SILT F'EwLF-) ?20Gk e-gELk'DAMS
N"Ca S,LZ -3PSlqs, O's NeEdEd
S?tRVE.Y bA'rE?? q -Ca-`? 5
Go?x?uc.TEb 6 , ? J -
?Zawti By ? R m (1n ..-?I?:s 9-11.
co c? r.?TV : \A/ ?SGS
EXISZ I?•16 R4A.a
uew It?ad
PRopoLED R u?
-- LL
Z SlIsTlao PIPE O
-----..
ucw Plot I
5,2.*Ao. X333 fAAnnF F") Iyer I;a. -t `"'

t?oTE'
IEMPORARy EtzoslorA CotxTRoL
?EVle-e!s KIoT SgaV40) -BUT
WILL lu Dude TEMpo2Azy
SILT FENLEI 'Roe_k GNELk l:)AIMg
Rad SILT -Fapej sI {r5 Iise.dF_j
O
O

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O
r
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?I
g -,30 - 95
SaRv bA
?zaw? ; f1i • holy $
C.SaTePLI UmE 0 NcAme, Tryb.-Tv SGAI.E ?N• = 30 F ?xi5?-?nos 3Dx2y"CSP
• ' ' Ya?,Kln r?l've.r C1aS5-G' ' :::. ;: Replace 5?'x3t??, CSF
c. o. I ?N• _ 10 FT ?. ? Rock Sii} SCcet^ '1'yPe -?
f? A M E

aez,Na e4a? ,I
IVe?e , ExtsAnr,5 Ro^Awvy :s
" 15o' F'ro,,, St1?a+ 5 0?' '7
Sic\e-
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0

-
to 4c--
?
oposEn? ?

- -- u. 72+ 82
il15TpAim Plpe

,vw PIDC - ?epiact z(oo'x3(o°CsP
-? Roc}S 5;?? ;,. Type -G
Screen ? •
. - --
LSNTt4- UmC ?
.
. SCALE 1 tit, = Jr FT .
N o tJamC T?? b. To
yoxd kin R;Uey ' C10- C ^I N -A- Ar-Aw;4 +0 SCA1e 7r Duo ?o excess: ? e Ie.,c.kt
IAo-i'E:
7smpoRgRy E aDsjoN cor?TRoL
:MVII-F-S t-loT SROV40) -BU7
4ILL IN GludE TempoRA;L.
'S?L?' FENC.E? ?2oc.k GNELk DAMg
nud S,LZ -%Psigs, PIS {IEEJEc
StAp-bA °-31-q5
Co,x? ac?D F? r
;oUNTv: WII?"5e5
X?st ??, 6 Read
,Ew r??a
!TalsEO R u.1 _

Sp-STlu('9 Piple

-•----------? v

Nraw PIDE
S,e.1.lo. 2333
o-
AMF I Vf,\C h d, Skee.:+ 6 0? 7
-r .
I I +75 -
-r-
I
Lt.
II
I
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C.6uSeR ??Ne -No Name `I?,'b. 70 5[.ALE. ??N. = 30 f:r --A
I ? I
YAdK?? ?I?ve?.- Clo,ss C .
NOTE:
TEMpORgRy EROSION Cor.l'T'RoL
ZF-VICES QI)T SROY4 J -BUT
Will. Jw GludE Tempo2pay
51L'C FENCE ?ZcCk GNEC.k 'DAMg
Ruch Sll? T3ASIN5, Pty I.l2.EcJEt?
?? Screcr\
oc k
I ?
i? fx?'35'??><3??? CSP
Replacc ylp'x 3lo" C5p
S
T
stApwgybR`? : g - C-GGr
Co?r?acTED F? ?? ?rVey' ?u'E'y -
?zaw? a q - ?? q5
?OUNTy % 1? ?ke5 s.2.?o• 3 ?? ?qm? ??/?(" i,AC? She--+ 704'7
EX?SZIN6 Roo r
(lEvi IZoo? - - - - - - - - - /
PRapoSED R ?a,? /
.Ex?STluv PIPE 1o5f5u / loco+so
wrw PIPE
f
3
C L TeR l.wE fVo Nome Tctb. -T, SGAIE ??N• = Z-4?-
loo"x4Z"CsP
ALE
.. . . . . . . . . . . . . . .•i . t i f tf t i I 1 1 I I t ! ) t If I
_ I
I
t
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NOTE:
IE'npORgRy ERoSIoW CoNTRoL
-D EV ILF- I.IoT S No W Q) -B U7
WiLL INelude TEMpo2A;L?
S%L-T FENLEr ROC-k GNec.k ZAN\'>
p111ca SIIZ -3Aslks, Ns 1Ase,1iEj
SaR\/F- t bAiTC? -3Z?-9
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LUIX 1743
NORTH CAROLINA
PREPARED BY TH! - y'°°' ,1 f. - 1?1 1>L s Io
' O 1 1°n 112i Y J71 1'L 7 , J LtL! WELLS RHO!
JRTH CAROLINA DEPARTMENT OF TRANSPORTATION 9 1• '
1 ?• lsto\
DIVISION OF HIGHWAYS-PLANNING AND RESEARCH BRANCH ^ e -+ lnl .e A?.ail Ltn <A
IN COOPERATION WITH TH! lD02 7ID1 9 \ ??
U.S.DEPARTMENT OF TRANSPORTATION zs 1..;
V I -
FEDERAL HIGHWAY ADMINISTRATION - .q ?,? _ o s! 112E I , lieu k
J
?i«Yv . • is Issr ..lm Iii 1't7?. a .. 1 v 4o w ?2P11
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1 0 1 2 7 4 MAlS •o In, i'. w L. 1441 LomOra ? -
° _0.7 I mu In. i_t
244E ?. 1t2i
SR.2333 c 2? _,m =; `Q L
SCALE FOR ENLARGEMENTS ?+ 11lS 3 1° 2 .e
ILI
•;,1121. y
Lux 29a 1.2 1 f76i
?'? _ 4 u 'ISa `y' T i .2 n ?VpI22m `d 141s.
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1712
A • rsg '7? ¢3110 ?1 2071
Hail I9fe q C\ 1VIQ 1.0 lV,! 1 1n+ 2S ?L 1 \
.? ' ?0 2411 'v ( 202L, _ 242
2fy 1979 = v ° 2a J' 1.0
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2727 •? _ ... -
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to m
POP 2.333 ... , ti.. `.. 171 1.° \2° 7411 77 7 " 7.77 A
1915.. • vq. ?i'.''•r ?' ]!11 1fi 2271 L4
04
. J _
` MOM ii r~ li7 ! l!u MOUNTAINS
1
• I? 271 4
ICI. 1.777 iy 9 ?' 1.1 1.70
73!4 BRUSHY
"I?? r? 3 _ lea
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e1sL01 J!! 'm' ?' bu 1> ziu 7 1llt
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3. r ?o .r PITCHES RNOG
\ f 0 •? • \ HIN. 1170 'E'li
9n. . 2521 J `4 7 J
!! ? L
L1 {0 i? 2791
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1.1 a 19
? .
113
/ JE f0
EROSION CONTROL
DETAILS AND
SPECIFICATIONS

DeS ,riQtion
Symbol
1630.03 Temporary Silt Ditch
...................... ..... ?o vi - 2
1603.05 Temporary Diversion ------- _--------- __.ro ___ v1-4
1605.01 Temporary Silt Fence ?-I - VI-6
1622.01 Temporary Slope Drain with Earth Berm _________• ?- . - VI _8
1630.01 Silt Basin Type A ................................. -0
---------- vi - io
--
1630.02 Silt Basin Type B .............. VI - 12
1632.01 Temporary Rock Silt Check Type-A ---------- --------- -- vi - 14
1632.02 Temporary Rock Silt Check Type-B ...._. ____-- ___ v1- 16
1634.01 Temporary Rock Sediment Dam Type-A ............ _ __ vi -18
1634.02 Temporary Rock Sediment Dam Type-B VI - 20
1635.02 Rock Pipe Inlet Protection
-. _ __ VI - 22
1635.02 Rock Silt Screen -----------------------------------------
3 __ :.°:___ __ VI - 24
1630.04 Stilling Basin --------------------------------------------------- -- ® ----- Vi 26
Rock Inlet Protection:
1632.01 Type A ............................... AD-- OR - -A) -- --- vi 30
1632.02 Type B ............................... BE] - OR - B ) -- --- VI - 32
1632.03 Type C C -- OR -- C ) -- -- VI - 34
868.04 Rip Rap tined bitch ................... ....
Section-1631 Fiberglass Roving Litied bitch ......... .... vv vtnr1-nfVV1-'
868.01 Rip Rap Fill Slope Protection ......... ....
Small Stream or Branch ....................
Fo* r f 0k'T 1 FZ Eticagy O;s? P?7oR d •
V1- I
Mirch, 1993
ERnStnN CONTROL SCHEDITLF
(1) All adequate temporary erosion control me2lsures will be
installed before clearing and grubbing operations begin.
(2) Am constr»ction progresses temporAry and permanent
erosion r_nntrol devices shell be installed in a timely
manner, according to any special permit requirements
and for requirements net out in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57(3), Provisions for A ground
cover sufficient to restrain erosion must be
arromplished within 30 working days or 120 calendar
days following completion of construction or
development, whichever period is shorter, except as
provided in 15A NCAC 4R .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
P»rsuant to O.S. 113A-57(3) provisions for a ground
cover sufficient to restrain erosion must be
provided for any portion of A land-disturbing
activity in A HQW zone within 15 working days or 50
calendar days following completion of construction
or development, whichever period is shorter.
(3) All siltation and erosion control devices shell be
properly maintained until no longer needed.
(4) on projects performed by D.O.T. Maintenance Forces,
request will promptly be made to the Division Roadside
Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will he based on the
condition of established ground cover of that area the
device i!a serving.
COtISTRUCTION sEotiFNCF FOR INSTALLING ROADWAY CULVERTS
]. Clear manly enough area and install the downstreahi measures
Qurh an silt check dams, slit screens, and silt basins as
noted on plan.
2. Fxrnvate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. InQta.l.l sediment control measures at inlet as noted on
plan.
5. Install additional pipe outlet protection and Inlet
protection as noted.

SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN 1111" RAP.
Stone for plain rip rap shall consist of field stone or rough unllewn 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.
Wliere 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 I 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
EROSION CONTROL-PLAN - Ip+DO SHEET / OF?
SR .2333
)A9 x ®
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/,%?PS
LOCAL NAME 1P; v c v- ; ?, ? = l
WORK ORDER NO. S z
DRAWN BY: © J

DISTRICT ENGINEER:

r
ROADSIDE ENVIRONMENTAL
ENGINEER

/o11 1? Y-', M I r
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EROSION CONTROL PLAN
SR 333
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EROSION CONTROL PLAN
SR 333
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LOCAL NAME
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;ROSION CONTROL PLAN
iR o?333
,OUNTY
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SR 2333
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LOCAL NAM R;yar Ro,A?J
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COUNTY Wi')kes I
LOCAL NAME R;ve2 RoAci
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SR 2-333
COUNTY W 11,%s
LOCAL NAPS RoAd
WORK ORDER NO.
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SR 2333
COUNTY W. eS 12x2x2
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SR 2333
COUNTY W,'l kcs
LOCAL NAME R,'yer RQA,?)
NORK ORDER NO.
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l., a} 'j ;) ACTION ID:
DEH ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT
JOINT APPLICATION FORM ?'OP.
KATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
KATIONNIDE 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: I?1C ?EPA? ME7JT of TrZAM5 Pori-TAT1orJ
2. OWNERS ADDRESS: 'PO, Box 250
M o P--n4- wdkes boeo, K c 2 8!a -79
3. OWNERS PHONE NUMBER (HOME):
(WORK) :
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,,ADDRESS,
PHONE NUMBER: P Z2. 0
A/D oee- LcJ? /kES .Q o iy f Z S Cc
5. LOCATION OF PLANNED WORK'SATTACH HAP). COUNTY:
NEAREST TOWN OR CITY: 1(&477/ /?i/mod b ca 0
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): ?C ZS's?3•
/n 1. ir_A r-10 r%A T\ ="i7--- ?lleL 'n r- -PA•[C-- t?1?.,3T Tt7. Ept 5'T 1 y
t? tJ,aME TR??3 ? `rAUK1l•J ??v?2 ?,?ASS-e -
6. NAME OF CLOSEST STREAM/RIVER: O
7. RIVER BASIN: Ykrw') o
8. IS THIS PROJECT LOCATED IN A WATERSHED SSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS 117 YES ( ) NO (y
9. HAVE ANY SECTION 404 PERMITS BEEN PREV LY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) "0
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: 4FrA-3?0/92
f -2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: D. /Z
12. DESCRIPTION OF PRO/POSED WORK (ATTACH PLANS) : K??AGE 7 G'20SSC1?C
J?/le..VQrlr 91,6E 1111A eS. Riot' Tm ??ea4rdc .?D DuATL? A.vl>
13. PURPOSE OF PROPOSED WORK: o F
if, ©,C- Sit 2333 ,e/g-e
k/ic
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND.
IMPACTS . To /.vsa,eC P/top??e s1.?-?? So FE ,?l1.a?.?.n.?e,, Aid M/.a//n"/te' SO/G
kO.S/v AJ /Iy &W 7P 771 ?..1 Zl-fa,4 .? chi .•?s .P.O/..
klAShe rD.vr s.Cr ,its/u_fS•er , &WeS GT Sce6z-,eJs w•// /S c
UT /G/t E!? A.vA r!JAi rJTXI i cJe7D %o VO/1'0 A A-1 r? rrl i.??•y it c ?.??.¢c 7$' -
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 S07 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?
F. IF APPLICABLE WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL7
RS SIGNATURE DATE
coin;
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-------------
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_EXISZIN6 R.oaJ

lie-I QoAd - - - - - - - - - - -

PRapoSEA R ?y.1 ?

-- u' ? Olo t 4
.E'IISTIuv PIPE io3?Su IoCntso

u?w PIKE , '. _

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t?oTEl
Te?npoaaRy EtzosloN coN-rQoL
UEVICI=S KIOT SIAov4w) -BuT
WiLI_ Iu C.IudE TEMPORARY
51LT FEucE.i }ZOC.k GI.1ELk ZAMg
RNd 'SIFT -smzl s, pry IiseclEc
Gol?ac7zlz B?(? S r Q Q Ar ?I
?zAwN By : D M (YlA-r S 9-11-g?
WILKIEb COUNTY
L A ,l?5 „19 i 1z72.
FY
'X '? J ^ ri t
NORTH CAROLINA jF42 1743 X.
PREPARED BY THE 19} 2 J 1?' ?? b If
JRTH CAROLINA DEPARTMENT OF TRANSPORTATION u WI313 0405
t9J. o ` ° Isev. rata
DIVISION OF HIGHWAYS-PLANNING AND RESEARCH BRANCH Ism
^ AuK9 1L27 v
a
IN cooreRAnoN WITH THE U.S. DEPARTMENT OF TRANSPORTATION 249
10 `u?i '
LAA
FEDERAL HIGHWAY ADMINISTRATION 2m
152E • ,,,, ^ u4ati ^ 24H"
1 11.7 M4 • U •
.9 Ina tP 1i7?. lIIL 17 -2 v 6
SCALE lts 149E 29=
1 o 1 2 7 4 MILLS 111A 1? 1531 y ` ? Lm ` ?c
4 0.a 1 MRR
1111
c na 3ffi1 . ,sv Lc
SCALE FOR ENLARGEMENTS SR.2333 ?. ° 1,aa `
.6 1
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tn t i .2 n zato r J?
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4
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PMRRAINS ,? `• 1>Z,}• 171! t22o
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.. 40,•J ry 16 •Gv? J
.. MOM M4: is, Its F ?- MOUNTAINS
1 1 V 1!li
POI. 1.352
1
? BRUSHY
241
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7fu 1? ? r9n
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um Ij
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1111 :' , /?? Its
EROSION CONTROL
DETAILS AND
SPECIFICATIONS

pp,; , ' ion
ymb_c EMg
1630.03 Temporary Silt Ditch VI - 2
1603.05 Temporary Diversion ............................. VI - 4
1605.01 Silt Fence
ar
T 1![ -- -
empor
y
M
1622.01 Temporary Slope Drain with Earth Berm . ......... ?- ? - VI -8
1630.01 Silt Basin Type A .........
--------- V1
--- vI - i0
1630.02 Silt Basin Type B --------------------•-.............. ....... VI - 12
1632.01 Temporary Rock Silt Check Type-A _________ __ vI -14
1632.02 Temporary Rock Silt Check Type-B ____._ --------- --- vI -16
1634.01 Temporary Rock Sediment Dam Type-A __ _________ _ __ vI -18
1634.02 Temporary Rock Sediment Dam Type-B ,_ _ vi - 20
1635.02 Rock Pipe Inlet Protection _ - -- VI - 22

1635.02
Rock Silt Screen --------------------------------------
---- '
?`
ki
__ K-

VI-24
1630.04 Stilling Basin ....----•------•------------------------- ---------- -- ®-- --- vi - 26
Rock Inlet Protection:
1632.01 Type A ............................... A -OR - -A) -- --- VI - 30
1632.02 Type B ------------------------------- B G - OR - B ) -- --- VI - 32
1632.03 Type C ............. C [1:11 -OR - -C) -- -- VI - 34
868.04 Rip Rap tined bitch .............. ..... .... D=--?
Section-1631 Fiberglass Roving Lined bitch .... ..... .... vv v1nnnlw1--
868.01 Rip Rap Fill Slope Protection .... ..... ....
Small Stream or Branch ........... ..... ....

F; f E C?<<TIcT Eticagy O?s?P?7oR d ?
• ? •

VI_ 1 March , 1993
EROSION CONTROL SCHED11LF
(1) All adequate temporary erosion control meAaures Will be
installed before clearing and grubbing operations begin.
(2) An construction progresses temporary and permanent
erosion control devices shall be installed in A timely
manner, according to any special permit requirements
and /or requirements set out in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Piirsilant to G.S. 113A-57(3), Provisions for a ground
cover sufficient to restrain erosion must be
accomplished within 30 working days or 120 calendar
days following completion of construction or
development, Whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G.S. 113A-57(3) provisions for A ground
cover stifficient to restrain erosion must be
provided for any portion of A land-disturbing
activity in A HnW zone Within 15 working days or 50
calendar days following completion of construction
or development, whichever period Is shorter.
(3) A11 siltation and erosion control devices shall be
properly maintained until no longer needed.
(4) on protects performed by D.O.T. Maintenance Forces,
rPgiiPSt 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.
COII^TRUCTION SroUENcC FOR 111STALLINO ROADWAY CULVERTS
1. Clr-ar manly enn»gh area and install the downstream measures
niir,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. Install additional pipe outlet protection and ihjet
protection as noted.

SECTION 1042
RIP HAP MATERIALS
1012-1 PLAIN 811-3 RAP.
Stone for plain rip rap shall consist of field stone or rough unliewn 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. Foi• Class I 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
EROSION CONTROL-PLAN
SR X333
COUNTY (?/, /?Ps lOx? x a
LOCAL NAME
WORK ORDER NO.
DRAWN BY: / J?
? P , O4h3"- k,/4./l?nT?,? dJ•f,.l..•"'.a
DISTRICT ENGINEER:
17), .71 IZ721-AFF z wg
ROADSIDE ENVIRONMENTAL
ENGINEER
/0 IQ y

lax?x?
NOTE: /e2?X
PIPE LOCATIONS MAY VARY DUE -®
TO GRADE CHANGES IN ROADWAY •1:
of
SCALE 1" = 100'
SHEET OFLV
?._ 0 •e3 STA . ?-f 70
?< G
y -?-/ 0

/ox-) X?
57'tJ . 8f ? D
4
Vb / I 'F ? ' ;"7a
D -7 o0
EROSION CONTROL PLAN
SR 333
COUNTY W,'lk?s
LOCAL NAME ve k p4,
l'
WORK ORDER NO. 1(
STA• /?'` ?? J l
, I5,- P/Q C sP
Aid 30
?p x ? v ? 4?1
S?,A• /G t so ?
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I1JO NAM 5 71"ZY BU7AR Y
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SCALE 1" = 100'
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'ETA - /ln??Q
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r?? X x

iofpa
EROSION CONTROL PLAN
SR oZ 33
COUNTY I?/ l p
LOCAL NAME kl
WORK ORDER NO.
STA, ,??+OD •
A,u .26, ?; „ Pla;h c syo
r 1
r• I
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To YADWIN R,YER-C:LAS'S
A I IA
Bk. P?-- I iX. i-,
r?L94 `"C ?0t5O
SCALE 1" = 100' ? ? ? ?D
EROSION CONTROL PLAN
SR 333
BOUNTY 1?,'/l?r°S
LOCAL NAME ,Pi ?Pi ??,
;4ORK ORDER NO.
ETA, 37taD C
17PIQ?? ?s'is Pl?,,n cs?
577-A, 3y 1-66
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5T.9. 3?,-? 05
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SCALE 1" = 100' ??? C
EROSION CONTROL PLAN
SR -2333
COUNTY la, ll?p
LOCAL NAME
1ORK ORDER NO.
2?-
y Qf? a
//?? STf?. `f5 t 7?
r

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RP/A/n GX/$71n? ?,f,PP
SCALE 1" = 100`
.TLY Cl ; B
? T
SHEET SOF
r.? . ?S tSo
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r
EROSION CONTROL PLAN
SR 2333
COUNTY WO kaS
LOCAL NAPS R; yer Ro A
WORK ORDER NO.
/Op2xZ
/3'
(0Ot00
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to
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/ox?xa ?
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itZ
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s+A. _5-/ -f-75- - Re p )ACe
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0 .
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25' 15"-5p. RM
Ibx2.xz
SCALE 1" = 100'' 50,t 00
EROSION CONTROL PLAN 12Y.2-AZ
SR 233 3
- v
COUNTY \AA7ke.T
---
LOCAL 'NAME Rver Ro4? .lDx2x2
WORK ORDER NO.
1vrvv SHEET -7 OF?
IDxZ"z
4•.14,( p ' ??IACL
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Ya.4k,'N Class 'L"
12.X2rZ ® -1- ® iox7.?Z

12x2x2 ® Q 55' !fB?CSf'-Typo. B
®
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_ To YA00N RIVE-?Q -CLq 55 G
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/
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t
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3
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1 X50 _ Rey
S+A
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SCALE 1" = 100' IOx2x2 ® ® jo,2?Z
60;•oo
/ox2x2
EROSION CONTROL PLAN
SR 2333
COUNTY Wi I ke s
LOCAL NAME R;yeR Ro/:4,j lo-A2 s2-
lo X2"2- O?
IOx2x2-
10x2xZ
10x2jiZ.
.v
lox 2x Z
0 /0%2x2
/0Y2x2
/0 %,2x2-
SHEET$OFI
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lzxZxZ .? -'
1.?,?7x2 ?
y
AA

SCALE 1" = 100'
12x2xz
14x2xZ
I SIA- -7Z4- 8? - Re-plAce
260' 36"C5P T, -r,13"
y' No NAmeTri pu l-Ar +o
YAdk,N R,?cR - Clgs c
-70+00
EROSION CONTROL PLAN
SR 2333
COUNTY W ,'1IFes
LOCAL NAME R;Ve-K RoA j
14ORK ORDER NO.
SCALE 1" = 100`

_ ?(J r u v
SHEET OF
a
• • • • s+A. 8`1+50 - R IACe
••• ® •S 50• lg„CSP-Ty?G "40
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T
a
cc
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T izXzf?
cr

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•
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S+A. $Z+00 - Rc p) ACa.
L4 o i SP 7,1p e- "a
8x2)(2-
------- • StA . S I +oo - R.Lp1ACe-
50',24-"ASP-Tye C3
® 6.2.2
v
8oa-oo
EROSION CONTROL PLAN
SR 233.3
COUNTY W 1?%s I0x2YZ
LOCAL NAME ;,/G RoA
WORK ORDER NO.
SCALE 1" = 100'
10x2-o2
14),2xZ
?®
IOx2x2
IOxzKz
12),2x2
?J'
10x2x2-
10x2),Z
cr
T
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BVCPo;,4 I001-00
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lov2z2
14-x2x 2
StA•9-7+30 - Re /4t.c
90'18 "csP . Z !3
12x22
.t-A. 9?too - Add
20' /S" C5P- PIIQ Ily
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StA. q?f+60 ' pap/ACG
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cc
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1 C 30' IS"csP -PIq,N
1. L 14,2x2
?--- -'? SFA. cl1 +-]S - Rep)4ce-
A 50'36"C5P -Typ& "'a
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+o yqj k,'.i R; V e-e
Glc?ss "G??
T
w
a
90+-00
EROSION CONTROL PLAN
SR 2333
COUNTY WI V--T
LOCAL NAME RiVymr Roq J
WORK ORDER NO.
SCALE 1" = 100'
lgx2)12
Tlv
a

l?xzxZ 1
1 C MM?
!'?x2x2 ?
a -

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s
I L?X2)12:
FQ
10x2,2
a c -1-
cc

14x2),2
r -1 -
/0x2-2
IS E
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/0x2x2
110400
T
I
n
SHEET /I OF /4
/ 2x2- 2U 108;40 -ReplAcc.l
;! l' /8"csP-Type B

.5+,A. 10-7+2.5- - Add
20' 5P - P/q-N
S+A. 10(0+41 -Replace
?i 100' 3G" CSP
No NA?++`T;bu An, +0
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•:• S f A.10'++30 - Rep14cG
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cc
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14.2x2.
10x2)12
pk, P--. 100+00
/ U+-U U SHEET_LZOF_?y
EROSION CONTROL PLAN f4x2?2
sa Z333 R? 1 (11614- Ra.plAce
J L -3-5, COUNTY 12x2x2
LOCAL NAME R; ?? r RoA
rz -
WORK ORDER NO.
a
1zxzx2 ? 12xZx2
12xZx2 1`FxZx2
QQ
epIAGL°.
stA. lip+?5- R ^Q ".
45' 18""CSP--rP?
T - ?T
. ?zxzx2 ® r ® ?4x2x2
S+A. 115 -15-Replace 1 r S+a. 115t-75 - Replgce_
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cc
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C
I4?2x2
?® - I'Ix2x2.
IOxZxZ _ ® 12x2xZ
lOx2x2. - °C
12.Zx2
SCALE 1" 100
l pt00
EROSION.CONTROL PLAN
SR 2333
COUNTY W.1 kcs 1
LOCAL NAME JR:ver 'RoAC 12"2'c2
IvORK ORDER NO.
.2x2x2
s
?
I'f,c2z2
A
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SCALE 1" = 100'
14,,2x2
I?6J r v...
v
I
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0
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v
T
SHEET/30F
/
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StA. 12o?Z5- R?p)A<<
40' 18" LSP -Typc. '9010
1-20+00
EROSION CONTROL PLAN
SR 2333
COUNTY WJ ke- s 1
LOCAL NAME R? Ver RQAL_
WORK ORDER NO.
SCALE 1" = 100'

137+00 E.0.R
1304-00
SHEET A4 OF /?
q
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1 S?gp / r.. P/q;? 30'?.S"csP P/q,N
1 4-L+O 15" PIA?N A?? 3oiS"?sPP/?
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