19950190 Ver 1_Complete File_19950221

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
APPROVAL of 401 Water Quality Certification
Mr. D.K. Bennett
Assistant District Engineer
P.O. Box 250
North Wilkesboro, N.C. 28659
Dear Mr. Bennett:
3-r 4 © o
F-U !J
February 27, 1995
Wilkes County
DEM Project # 95190
a
I
You have our approval to place fill material in 0.20 acres of wetlands or waters for the purpose
of bank stabilization and pipe replacement on three independent sites along Stone Mountain State Park
road formerly known as SR 1739, as you described in your application dated 21 February 1995. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Numbers 2745 and 2665. These certifications allow you to use Nationwide Permit
Numbers 3 and 13 when they are 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 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Domey
Central Files
wmcermy,
Ps Von Ho Dr , Jr. P.
95190.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 101 post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR DIVISION OF HIGHWAYS
GOVERNOR
P. 0. Box 250
North Wilkesboro, N. C. 28659
Feb. 16, 1995
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.
Nationwide Permit No.
Stone Mtn. State Park
adjacent to East Prong
Dear Mr. Thomas,

SAM HUNT
SECRETARY
V -\v-1D
1995
???oN?a ^ P?NGIENGES
3 \3to replace existing pipe,
.k4 for bank stabilization along
road formerly known as SR 1739
of Roaring River class-c-trout.
The N. C. Department of Environment, Health and Natural Resources
Division of Parks and Recreation, through Mr. Allen Jeffreys, has
requested the Department of Transportation to perform improvements
to the existing road that runs through Stone Mtn. State Park.
These request involve (3) three independent sites. Site 1 and 3
will require bank stabilization, and sites 1,2, and 3 will require
pipe replacements. These request were made to eliminate the
frequent flooding and erosion of said road.
The Departmnt of Transportation is proposing to raise the grade,
drain, and base, primarily along the existing roadway at sites 1,
and 3. Site 2 will be a complete relocation moving entirely away
from stream. Due to the proximity of a said stream we are
requesting a 404 Nationwide permit no. 3 to allow us to upgrade
the 3 existing cross line drainage structures that will need
replacing, and or extending, and a 404 Nationwide permit no. 14
for bank stabilization along. stream bank.at sites 1, and 3.
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.

A request will be made on this project for a Temporary
Encroachment in the Trout Water Buffer Zone of East Prong of
Roaring River and I am asking Ms Goudreau 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,
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
.Eri,c.Galamb, Water Qual,ity_Certi.fi.cat.ion,Unit DEM
Ms., Stephanie Goudreau„ Mt.. Regiorl.Coordinator,,NCWRC
Doug,Miller,. Engineer Land Quality Section, DEHNR.
1
ACTION ID:
DEH ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT f)= QM$A K oM B U•Loti
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS TEAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERHITS TRAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
? u F
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRO?HE2?T,.-HEALTH,--
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, 14C 27626-0535 LFEB 2 0 i???
ATTN: MR. JOHN DORNEY Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE-.CORPS
ENGINEERS. SEVEN (7) COPIES SHOULD BE SE14T TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890.
ATTN: CESAW-CO-E
Telephone [phone]
1. OWNERS NAME: 9.(- DEPA?i"MEtJT of TRAMS POR•TAT10o
2. OWNERS ADDRESS: Po. Boy. 25'0
!? o iz?-1 k-1 ? IkES 6oP o? N C ? 8!v ? 9 -
3. OWNERS PHONE NUMBER (HOME) : (WORK) :
4. IF APPLICABLE: AGENT'S IZAHE OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: D A50 ?5
D, Z o
/t/o,e Lcfl /kF5 ,2 D Z S Co -)
5. LOCATION OF PLANNED WORK (ATTACH HAP). COUNTY: W?Ik ES
NEAREST TOWN OR CITY: 14caTg W,1kms6oP=
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): RoAd-ihAT
?i V s --1 A 2«N SMuF 1'RTU . S'TO--re PA G.1-- F=o Mme ril u k N e r?s 5 cz. ?'13 91
? s Pti ;QED- .
6. NAME OF CLOSEST STREAM/RIVER: ERST POOR G o?: 2JIL61 (Zt?LE2 C?ASS-G TR -
7. RIVER BASIN: AID k< 11.1
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS ROUT, SA, HOW, ORW,
WS I, OR WS II? YES [9,? NO ( )
IF YES, EXPLAIN.
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ) t/0 [ VT
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE:
SITS 110. (L 0.0(o + 0.01 = 0.07 3/30/92
SITE 110.2= ov } 0.01 6•01 -
.I2
SITE No.3=6.11c>

-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: Z}•I?AC¢.C SAut? S QIVZ-R?D?
O o3L??IZ? Pte: 1?.c?lAt?=?T
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS):
1?.oad ?MArwFtnFa"i - 3 Loca'C1cr.? tJ II Q ui? auk 31UZAM
AT 5?-?? s \ . ? W ? 11 i2 1 r ??? c?! Meg 7? {?.T 5 ?? es I z, 4.. 3
13. PURPOSE OF PROPOSED WORK: -7o 74tSL (-il-AAG of CkIS'IIFJC-i I2 wA? ? jcl
SA? -N IS C N St1 t? c? -SZiZF vh 3A? J't -To ?? n1 i a A Fr-ca ?te?st' 4=10 CA i. j cy A Ocl
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. ?Lo?c? 1-low Y.1^k ?:??'1t?i 1?n Z5t -7-dQlZ: (n`= _C.r?1fn-
41aA 1S ;ZIrrA,-A Gi-?nu? {u CAUSILjcd F2nSiA?, -rn -S7"PF14W1 P-nP.A
'6.kilY.. IG _+A 5(DU ??U? S? - A? iu. U sl= Cc.J? 4Si11 bG
?l Lt'Le o Paid G I??t??ItiZ ?Rc?(D!J 5?cw+e ' _?
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 ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT HAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES (1, 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 Iti 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 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.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Jth??-
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
111ukuo"o
OWNER'S SIGNATURE DATE
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RICH 4714.
MOON THURMOND CHATHAM CPP4 ' ELFV 750036 PREPARED BY THE
/RIDGE INS GAME LAND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PARKWAY " I DIVISION OF HIGHWAYS-PLANNING AND RESEARCH BRANCH
RECREATIONA 01
IN COOPERATION WITH THE
AREA EA
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
GHTON PARK C STONE M
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STATE OF NORTH CAROLINA SUBJECT r-O'?' inlP vcM>rl.i? PROJECT ?-f?rn?tL SL??
)EPARTMENT OF TRANSPORTATION[AsT PROLIC-i P?nlC?Q1?cE2 C'T2? WiLKES
DIVISION OF HIGHWAYS COUNTY
HIGHWAY BUILDING PREPARED BY DATE 2-??- STATION
P. O. BOX 25201 I
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF-1
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CONSTRUCTfOt7 Sr•.OTIMICr FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and install the downstream measures
siich as silt check dams, silt screens, and silt basins as
noted on plan.
2. Excavate the 2' base tall ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at 'Inlet as noted on
plan.
5. Tristall add.itionn.l pipe outlet protection and inlet
protection as noted.

EROSION CONTROL SCNEDULF
(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, according to any special permit requirements
and /or requirements set out in G.G. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
P»rGuant 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
Pmrsnant to G.S. 113A-57(3) provisions for a ground
rover sufficient to restrain erosion must be
provided for any portion of A land-disturbing
activity in a HQW zone within 15 working days or 60
calendar 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,
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 they
condition of established ground cover of that area the
device iR serving.
SECTION 1042
HIP RAP MATERIALS
1012-1 PLAIN RIP RAP.
Stone for plain ri1) rap shall consistof field stotie or rough unllewn quarry
stone. The stone shall he 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 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 mininium 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
4 y? y'y ?{
JL:L\?Sdy?1V CONTROL
DETAILS AND
SPECIFICATIONS
Sid. Symbol- Flip&
245.03 Temporary Silt Ditch ?? _-- VI -1
245.05 Temporary Diversion -_,-•••-__•_____________ ___ ___ VI - 4
m
893.01 Temporary Silt Fence If- -------- VI-6
890.05 Temporary Slope Drain Willi Earth Berm _?- ?- V1.8
245.01 Silt Basin Type A _---- _________„_, V1- 10
245.02 Silt Basin Type B ............. _-_ VI - 12
892.04 Temporary Rock Silt Check Type-A _______ VI -14
895.10 Temporary Rock Silt Check Type-B ............ > ____________ V1- i6
892.01 Temporary Flock Sediment bam Type-A ____._____ VI - 18
892.02 Temporary Rock Sediment Dam Type-B ,__ ----------V1 - 20
897.01 Rock Pipe Inlet Protection .............................. V1- 22
894.01 Rock Silt Screen V1- 24
245.04 Stilling Basin ..................................................... ----- V1- 26
Rock Inlet Protection:
896.01 Type A ............................... ART -- OR -- A -----.VI - 30
..
896.02 Type B ............................... B OR .. g _____ vt - 32
896.03 Type C ............................... C (? -- OR -- C ? ---- VI - 34
psi rt l p tint, Lltiecl bl tch.......................
851 Flbergla4e tiov1110 Lltto-d bitch ............. uUwanritw'
©6©.02 Rip trap x'.111 Slope Ptutectlori .............
small stream oe 8rdttch ..................... ? _-- ?
Pr r r- Ott1 11,0 E"+tp..3 u:4; N,-t,k
VI-1
8 88b
6 66a
March, 1993
SRI -13 9 KLIX, PAIL
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70ADSbE UNVIROMWNTAL
ENGINE: ER:
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MOON ..?..THURMOND CHATHAM EEV. 0500 J6• PREPARED BY THE
.RI rql"vs GAME LAND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PARKWAY DIVISION OF HIGHWAYS-PLANNING AND RESEARCH BRANCH
RECREATION
IN COOPERATION WITH THE
AREA - -
U.S. DEPARTMENT OF TRANSPORTATION
- '? FEDERAL HIGHWAY ADMINISTRATION
GHTON PARK ?};
STONE TN
- r ?
L719. 17-:1 SCALE 1710
1_ 0 1 2 3 l MILES
0.3 1 MILE
- O 17 ] 0 "?`••?? J 1717 %
?E+ LW 2oy11n IZ3
s Abed r 'o ? I?u SCALE FOR ENLARGEMENTS
Cf,PTFRS t xt J Brower 1777 Im
_ y 1734
ringfiald ? 1737 - 130 tin •i •4 10.000 root Gtl0 4K0 ON egRTN GeOUMA rope COOROwAt! SYS]W
?C7 /J •4 N 1711 POLYCCNIC /ROIECTION
6_
?Z2l.c N•r• ?. -PC `e'%.' 17.t 17.3 • ] a ?/,J,? J . ?5 - ,_o? Y• 1i
•x- 1711 1711
7a lih "tiOG? 'v :fy t ° -? tT a ill '.:?1 r'0 tv17
J. 1 1. o ?Cnly Ino v
? •-: 1797 x079 p
173, 1779 t? •I c H]t -) ]' , .f If17 lrl
1.1 1n
.ppgR .V Moal•y /7
-3 C7 1 l?e• .J ?' WELLS KHOO
1!74 6 EEv, 1810
n + v '!' 197] x'1 1.17 12L
JO .J ° 1491 ? I a 2?Z8 /} 19x! Awie 9 L•, I ,..:` 1L9„ -PiL 1?11
FO 17 1?.v a Iv.O '+ F' ?- Q ??- ?'P 7v7e
1730 1•s -7! _2 I'll \ " J i• _j 1 .1 e 17u 7J. `{ ° 9 t?s .. O vl. ??1 d 117v \r) 13 ` ,:o7e
1.1 O •J. ;
IL2 .4 e1 ( t J .7 °' 0 1E7Z v 1 ?,t 017 p 7y, + 70707
I. a ;., _s to yy a 1x32 ,. ^ y•tt
3 17x7 Dehart .1 70ouery !0117E ILL
y,. Rad w11131? t.l Ps °. •rl e s L71 SIl v7e p I>ua 6
7 7 1•,?:v I.a :cnv 22L• `' !f' a 'IO 77? :923 .t 7?1
17.3 ? ti y? 1•.f (o ..? !.? =e7o 5 i? ,?
713 19S'! rt lomcx Ii2i r ,eB«+bam A
izz-4
e FIYEK , 1,`i•. 0 ?? IOII eJ 11]x Zlll 2273
1.21
171; e r ..• 1•.• .J 7952 J .J ') 1923
c 1?3 ,? 1Z19, 1?2 +) Ie.3 1 /1_'__1 ] 6 ow •'•y ?.Ila1 a ..?' ,,r ' 1:7v
17: ' IVno -./ .y. ! . 7a:e tl ?? .v !T3L,6 _ v J
s C
1291r.,n n Z ` Ise1 1-?.i r0 ` 7 1L F:i 1C'1?
.s •? ;1172 1 LOU 7 14, 3 12.1 ?` 171 F7 e ! r .J 271 70y7 \ 7 (\\ ,n ?^ 1 '??
1711 t `0 1_1__ 1 \ _ ?_ 1 , 7°x7 ..9?'..,.
^^ 17•, • 111 a 1v7f .• °? 1? Vo1 7.211 ' 117 1924
1r7. !r ? .e ,J 7
C, A 070 ?? r . Z1} t12R L x97..,,> F
1 ,p Hay? 11;6 .9 C 19M 10 21 e.l ?IW'1\ V `x 1 •? ° 131110` x 122A •^ ?l?o05 PlE M1 `N7 11
\\ •1 \\\ \I NiNC
.,
3 7? r 'j 1}4 r 1 79L 91 .l 1, U3C, .1.2781
I.?
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-a 17ce c • ,a;,; /7 •? 7 ? I,t ` ? {??/0 1.0 it,Tf/
AMdb•rry'.;.,._y 1 7 7a n 'on .s :197' 111M Inl y 70=3 1f24 ) 7]1. .21 ' ~1• ?•t?
t e =-p e/`1
?aa.re xDiz.._? 2177
2,270 r.sTl i ?_? ?• y ° t? :J 11 f:, 1: ?o ^ 1+f
2017
?? y , ton 7981 .// \ ??. 'J 77otP Ie -
?J _ 'I a 1••9 ` 79!3 :?..
L
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- e
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1'11! J vi ] ' .1 ? .. I ? _ ?Ft` u 272a •y
\?J? F: ]x x7.1' IlIL \ !J .I /, r`(y--,-- x So c'_ aT
i? •?' / '?.. _ 7 is l+ `S - 1:xx7 r,^ .• 1 ` 707 •?'
Fairpladr -/7 ? C r, 77Ji .? ? -
1 I r?• 222E ? -?
er\ r 7, • y?v x f ,' 12x2 j r?.
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x .? i;,°?.- •'7L :]ie. 1
;hv 7.1;3 >?'.. If

C011STRUCT1017 srt7UF..17Cr FOR IIIST11LLI11G ROADWAY CULVERTS
1. Clear only ennilah area and install the downstream measures
sirrh as silt check dams, silt screens, and silt basins as
noted on }plan.
2. Emravate the 2' base. tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at inlet as noted on
plan.
5. Tristall additional pipe outlet protection and inlet
protection as noted.

Rock S.%i
rocE.?.. .n, fuj ........ _.. , _ ... ....... .. .... F-X,!A-.NGJ ROAa wgy - S
FF 43' Fro,., IJew (L ot-+ r:Ctk - A• 19
'" tD o
}isr1Uo ripe
Fld?-So' x 24" CSP?71r Pe. [>
.6u1CR 1.??+E
__ 1 1
fE:
,poQl,Ry P-"Sjo" CwTpoL
f It r-5 kl o-T d it o v4 Jl -8 uT
L (u dude Temp 0aA;t
?EI?CE, ?2ock cNE.t_k O?F?S
sl?? ?3?s1?ls, As N?.?Ed
I I
L2 to=So"i
T' I11. a 10 PrT
Comajt-'tED B,j :

EROSION CONTROL SCNEDULF
(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, according to any special permit requirements
and /or requirements set 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
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 40 .0024(e).
DESIGN STANDARDS IN SENSITIVE 541ERS111EDS
Pursuant to G.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 NQW zone within 15 working days or 60
calendar 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,
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 iR serving.
SECTION 1042
RIP RAP MATERIALS
1012-1 PLAIN RIP RAY.
Stone for plain rip rap shall consist of field storie or- l-oug11 urlhewrl 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 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 Illillt111u111 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
DETAILS AND
SPECIFICATIONS
Std, I Desc1i.pka Bymbnl EAU
245.03 Temporary Sill Dilch .............................. nn VI -2
245.05 Temporary Diversion V1-4
893.01 Temporary Silt Fence -111-111- -------- VI - 6
890.05 Temporary Slope Drain with Earth Berm .......... _?- '- Vt - 8
245.01 Silt Basin Type A ................................. ________ vI i0 -0 1 245.02 Silt Basin Type B ................ ___ V1- 12
892.04 Temporary Rock Silt Check Type-A ....._. ----------- V1 - 14
895.10 Temporary Rock Silt Check Type-B ............> ____________ VI - 16
892.01 Temporary Rock Sediment Dam Type-A ___ vi - 18
892.02 Temporary Rock Sediment Dam Type-13 .__ V1- 20
897.01 Rock Pipe Inlet Protection ..................... U - 22
894.01 Rock Sill Screen Vt - 24
..........
245.04 Stilling Basin .-------•--......-•--------------..........®----- VI - 26
Rock Inlet Protection:
896.01 Type A ............................... A [_] -- OR --A ? ------ VI -
---- .V1- 30
896.02 Type B B -- OR -- B ? ----- VI - 32
896.03 Type C ............................... C [_] OR --C ? ---- VI-34
851 Rip hap titled bitch ....................... 1b
851 Flbergli4A Rovltio tltted bitch ............. tMnnnfjpJtf
©59.02 Rip hap F.111 Slope Pkatection .............
Small Stream ot- 13r7khch .................... ?_--
P;rr. n<<7tFt E-tv.31 o:s?P?ro? o d8®
b aaa
VI-1 laarch, 1993
I ? bAN e..le? S Q 1-I3G-ST[]t?1C 1?1?N YA('? ?
l' 14dLx2 ?E
OFZ Y 1?1?_ rn Ck Ch. JCG?.'YU;(StE
_....._-_. ..•- •------ a Pre-.c? a?
Roo,«h9 P,.Jt-r
CIRS] C'TfO,.Ct '?
1 zxZxZ
DRAWN DY:
DIST171cr ENGINEER:
p.r Te r/oFF Dlee /-/? -9S
170ADS1bE LfIVIRONAIENTAL
ENc1NEEr1:
ILxt.x1
12xzxL
'(l tt :
r)/Pt- LocltloNS 41AY
VAI?Y DtJ tr) Gr?ADE
'HAN GES IN t?oA UtVAY
I
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Ro?:nS R: vJa[•
CIaSS L'- Trou'c
OLE I+`- 100' v/i

lzxz?z ]C 9t70
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?® Itx2x.L
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WILKES COUNTY
•?,, uR BELLOWS GAP
NORTH CAROLINA
RICH MTN,
f- 'NOUN THURMOND CHATHAM a". 730036' PREPARED BY THE
UDGE IgINS GAME LAND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PARKWAY Z5 I DIVISION OF HIGHWAYS-PLANNING AND RESEARCH BRANCH
ECREATIONA - IN COOPERATION WITH THE
t AREA U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
HTON PARK STONE MT .?
r ?
A
1736 SCALE
1 0 2 ] 1 a MILES
7 7
h 's APb?I•r ro ? 1J• SCALE FOR ENLARGEMENTS
173S L737 _. lm
?. F,Qy, i? Brwer 5 1784
Irwld 1737
] 770 1731 I y 10.000 FOOT CEO 1AMC ON NOUN CAWLIIIA MANB COOPOINATI SYSTLM
7, •s 1.7.h POIYCONIC rRO,ECTION
.6
1712 1713 ,7
"IT • 111i 0 1 Iv11 `
!t11 N•.v f. GT Y•' 1711
701x• 4OG 'J •ty
q . L C6ph c to ?
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.i' !? ? !12! 1 e ?' ? 1 7.e ,?,; :Y" I 1 \ Jot b
Rp"Ir4'? Mosl•Y (' :s 1 Y 1?.• iL 1116
1911 WEUS KNOB 7' Iol
LG' ^ T - c ?"Is' 2j l 6 197] .i' ESEY. 1810 - ft , 7077
O .L4ll
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'91f e
V4 0 {"Cj li?2i a ,u L! _? 7a3e a
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710 L 17,7 r 11 thS ,) 19!? ,4?1 v 1971 - I"52 ` • ::7e a .t}^.
sal ? ? y ? s •r, !It_ L7 7 ,,
's H '?DOCkI• ] G ?lty IpF ! n Z1A7? ?uu N 7037 + L?11
1 1721 D•haA 1402 ? rye If.s o'?•? Om t 2?3j46 .?. u s° ? n '? `b • ?M1
_LL
a• Radka1
1Zi!_7 7 1.1 !t Lt ° Iv.e Iv,E'y« L+ ` ls?n ..,1 0- M I 1Lll a I.:.?ia v ,I,'d4 .J 4
' ? +711 ?' ! 7^^I ?YL ;,Lomas !!21- -"?st` .5 ? ?0 ?darbam e
1721? b v ?1?EEZ ' 1 ti. Irsa b ` Ir}. v f 0 :030
--f/•` e?i In1'. 27x7 ?. 1fL r.J 7 vs .J J.
171 ti to v .J ;242 v ?.. j " 2N
.v '?IL .n .° u1vV
17.. r e / 1i2.7.
/ ii 6 1m\ _7071J
1_2 v"LL71 II?1 21:8 J 1 v v L. 7 :.?, 9.2127 > .r y
°: r.? 1LLi ? 17 P• J .2°ii%?i 1.2 .a .v Lv'2r o J - ? ? ?
1 1L42 ;f. 1 _? 0t.; h " 19M '? r A24J3 ? J ? / ? 122i? 1
t>u?? v^ I7y ? •'' p Iv ;r v 203 "?, ? ,ry??e
i t7S
r-, In.• 1Z17. 1t3t c - IM 2?a7. '10?I J I.s3 Irk
-7 2127 ?
-? ` 1139 P '' j?17 .v 2:73 a 741.,(
5. ' 1 I s Hayf • I? C vv 10 .1 /1' i1vv0? a ?? ,L}2h • \ 2J? .7 7C7] ??: PIE HI `NI
17 9 2'-'Sl. l I t 1 iv
.? 3 ? toe 4, >}* 77 P POP.101.1,
,2781
1 1931 1 •? I vo \:v;M,l \?, I ? M r:: ?,v ':.1?`?R ??:%
'v S •t127 ?• ? - ° 1931 - .,7I n ?1 ?f
-._..'..+ 2- e t ,?: .,J I 7 7 /.J J •3 I.J l? ?•
Mulberry s 1? I ^70 •. ivs7 021 Z' ti!tv9. 'P n .12a Iv?v, 1? 7Clr 3 Q Q 121 ;j
ev
MUlBER11Y ?.. 3J r J M =? 2121 U,r 771( 6 -•
IUNb+CI ?: ?.r+s 1Y.41- n o 11 F" Pvt. 1 70 7?fen?s r ZI._
pf. 1.770 a 7177 J `? J n :S lx__- J C
17
3 1L0 70 e 7 \ ??? J]L?
'f ?w 112! • 911
1117
7„e 21yr A •_1q)7 3492 /(K/j/ /J "??' RONOA'.
LY12 • e rJ H is s •` f
I ?\\ 1 r>-• ror..sii ?A
/ _i; Isgi m! ? 13111 a / y \ ! k?: FAS 1.?' I _
L+: d- ! 1 ' River y ?? ?• `r i? r
1 • :I 37n •S `I fA ` I .2772 ,? 7 S
? h5' 19 ? d ` 1 • •:A I? 1 ,VF? „• il?! + 7
-` 'In / / •.yyal ( j]j1 7710 ?•rk
7ui ti n3 1 ,• 1 iiz!
rr Ials
P v - 2311
'
.? I `? 1-'` / • •?P ' 272E 7J_' ^v I e o ? . ??,..
11
1 ,s71', • >y Ya 1 1
1 IC A1Pf1AINS ,731 7'•1 C ?/
I A ?^? I/ '; f a 1d? I a ?. 771II A / y?
3.103
?iu?6 ¢dtit
riQn R u.1
xwi:2 Piper
P,bE
utct ?l.i??E

oRngY ERos?olJ Co?tTRol.
LF- 00-T gt?owtlj -Burr
lu c-ludl: TElnpomAR
Pr=ixE' • -ce-k cNELk Llf\$
sit--T ansi?{s, As Need
\11
?,- XoCK ST-LT SCREfi1?'
1+50 ! ? 2+
l 50

1
SC.?t_? 1 to = 30:F-c?
Ex mw, 23,X 15" GE
REPIAC E W Irx 40 YZ4„
stArz\j pN-T 11?z8-94 _.
'peAw?t By ? ?.???•s ..
. STATE OF NORTH CAROLINA SUBJECT PROJECT Fpr(neL S2 1-139
IEPARTMENT OF TRANSPORTATION tr4iST F?2ot-1(? Poaei?y QIveL 6_T2. 4di LKES -'COUNTY
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY I)kg DATE-7-1299 STATION 04m -00 G-'CD?
P. O. BOX 26201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF
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COIISTRUCTTON :;r IMICr•. FOR INSTALLING ROADWAY. CULVERTS
1. clear only enoilah area and install the downstreain measures
Ruch as silt check dams, slit 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. 7ngtall additional pipe outlet protection and inlet
protection as noted.

EROSION CONTROL SCHEDULE
(1) All nderviate temporary erosion control measures Will be
installed before clearing and grubbing operations begin.
(2) As construction progressee'tempornry 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.
MANDA'T'ORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Piirsiiant to G. S . 113A-,97(3), Provisions for a groiind
cover sufficient to restrain erosion must be
acr-omplished within 30 working days or 120 calendar
days following completion of constritction 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 qufficient to restrain erosion must be
provided for any portion of a land-disturbing or SO
activity-in a HQW zone within 15 working day._
calendar 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,
req,.ieRt 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 iR serving.
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAY.
Stone for plain rip rap shall consist of fields tone 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.
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 Ral). 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 miniiTium 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 weightof 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
DETAILS AND
SPECIFICATIONS
tS d. # Dascdl2ka
?y bol rMs
245.03 Temporary Sill Ditch • ....................... .•-- TSn vI 1
245.05 Temporary Diversion v1- 4
893.01 Temporary Sill Fence t- -------- V1-6
890.05 Temporary Slope Drain with Earth Berm
245.01 Silt Basin Type A ............. VI 10
245.02 Silt Basin Type B ...................... -__ V1- 12
892.04 Temporary Rock Silt Check Type-A .......... ----------- v1- 14
895.10 Temporary Rock Sill Check Type-B ............> ------------ V1-16
892.01 Temporary Rock Sediment Dam Type-A ............ vt - i8
892.02 Temporary Rock Sediment Dam Type-B ._. _ V1- 20
897.01 Rock Pipe Inlet Protection - --- vt - 22 ......................... a) 894.01 Rock Silt Screen ......................................... -- ?:_'-__-- Vt 24
245.04 Stilling Basin ..................................................... ®----- v1- 26
Rock Inlet Protection,
896.01 Type A ............................... A [? -- OR --A ? -----.VI - 30
896.02 Type B ............................... B OR --BJ VI - 32
L)
896.03 Type C ............................... C L -- OR -- C ? ---- VI - 34
951 R.1p Rnp Whed bitch ....................... 4b_
951 FlberglnsA ttovltid tAlidd bi tch ............. tnlvtnnn/t tf
989.02 Rlp Rap Pill Slope Pt-otectlon .............
Small Stream at brzthch ....................
P, r r- c),-T irk E"t"?Y o:3:P?tok 8 6 6
8 Bibb
VI-1 March, 1993

OIL UE?? NUT _
DRAWN DY:
M MAk-1,-.5 12-01-a4
DISTRICT ENGINEER:
? J TET? /AFF .an 3 /-? ? -9S _
ROADSI bE UNVIRONAIENTAL
. ENGINE: EII:
Cotoo E.0- P,
r
Io%7-x2
v
44.
40' x 18" CsP, Tip- B, PlcPtacc
IZx2,.Z
II nE L OCA LIONS AMY
tAPY Dv rQ GI?ADE
HAN GES IN ROADWAY
GALE
Eost Pc-omO o-Z
RocNr;nc3 (Z:vcc
Glass d -'Tc'ou
IOAZ zZ
? o E qzt Pro, Rogr;no, Q:.?e?
(CIASS 6-Tr-,,?
t-- --- F- Spa. ItgB
4O' K Z4" Cs P, Tip..
® t2 xz,cZ
T'V'0.. To C-Ast Pr o,49
Roo.r:r,g R:ver
C\ o.sS d --Tcou?