19990762 Ver 1_Complete File_19990714

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 i e
A6
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Jackson County
WQC 401 Project # 990762
APPROVAL of 401 Water Quality Certification
C.R. Styles
NC ODT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions, to place fill material for the purpose of paving
SR 1705, as you described in your application dated July 14, 1999. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3103. This Certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
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 a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
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. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Domey at 919-733-1786.
Si erely,
rr tevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
990762.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

aaSWEv
?'SSA'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOVERNOR SECRETARY
June 23, 1999

Jackson County
SR 1705
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1705, Dark Ridge Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the extension of one (1.) pipe culvert in an unnamed tributary of Dark
Ridge Creek (DEM Class C, Tr), we are requesting authorization under Section 404 of the
Clean Water Act. This permit request is for a pipe extension. that was inadvertently left off of
our permit request dated June 3,1998 (Action Id. 199830820).
1 am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
drawings for the pipe extension in dark Ridge Creek, general notes and standards on erosion
control measures, and a marked County Map are enclosed. We propose to install the new
culvert slightly below the existing stream bed elevation where bedrock is not encountered to
minimize impact to Wildlife habitat and allow the existing stream gradient to remain as
unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
r
Mr. Bob Johnson
Page 2
June 23, 1999
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC 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 Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Davis and
Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard Phillips
(DENR), to comment directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
You ruly,
C. St es, P. E.
District ngineer
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DENR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, Division of Water Quality, DENR
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID:
CORPS ACTION ID:
1`dATIONWInE PERMIT REQUESTED (PROVIDE NATION.-WIDE PERMIT #) ? T .
PRE-CONSTRUCTION NOTIFICA T TOlv7 APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
1. OWNER'S NAME: NC DOT - District Engineer: C. R. Styles, P.E.
2. MAILING ADDRESS: P.O. Drawer 250
SUBDIVISION NAME: N/A
CITY: Bryson Ci ty STATE: NC ZIP CODE:
28713
PROJECT LOCATI
SUBDIVI
NAME MAILING ADDREO AN ADD BOVREES / 70 j fS O /c, ci a¢ DrFE,c?NAFR _
3. TELEPHONE NUMBER: (HOME) (WORK) _(828) 488-2131
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: ct C k-,s o r, NEAREST TOWN OR CITY: S o l SU..m
SPECIFICLOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) S5Z_ 170 Z3/7t_/ ir,

C
(, 0 .
6. IMPACTED OR NEAREST STREAM/RIVER: i 4ge- (V-i
RIVER BASIN: - 41g, -!;? n c7. -s,S e. e K ?V L("
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:- PLACEMENT OF PIPE IN CHANNEL: / 0 4- F
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 ''/z" BY 11" DRAWINGS
ONLY): To widen and pave SR / 7 Cis to meet current NCDOT Standards by use of track hoes,
bulldozers, dLyp trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Same as above i n # 12
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
To gain the needed width to build SR I ZPS-'to WMT Standards. AlI'Channel changes will be
constructed in the drv Rip rap will only be used for bank stabilization. Alders, Red Maples,
B1 k W Will S camlores etc. will be re-established on the banks. All
pipe replacements will be placed slightly below the existing streambed gradient so natural
stah
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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.
DATE CONTACTED: Handled b 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.
DATE CONTACTED: Handled by Corps.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YESA' NO ? (IF NO, GO TO 18)
3

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
?•0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 24, 1998
Jackson County
DWQ Project 980550
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C.R. Styles
NC DOT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, for the
purpose of paving SR 1705 in Jackson County, as you described in your application dated June 11, 1998.
After reviewing your application, we have decided that this impact is covered by General Water Quality
Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 when it is
issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application fora new certification. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds
(T 15A:04B.0024).
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 conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality 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 Asheville Field Office
Asheville DWQ Regional Office
Mr. John Domey
Central Files
inc rely,
Pr ton HO W , r. P. V
'J
JUN 301998;
DIVI )?GN 14.
DEPT. 3142
980550.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

1
i
i
i

1
IU7

?qq 1457
s 1454
1436

143
If10
LoCA--riO4 rVlc,,P
i i
5R- 1-7b5
1 1
Jj 4c.[<.sonl Courl
v.
f
I?5]
I /J

.1
i
1
V:
1
/
p r.,
} 1460
f
A 1767
159 1765
• S06
/ 1764 //?1
1}77 /
1432
(• / 1460 1769
wrn. R?. 1x6 `•.?.
?4 os 2 h
Ism- 1 17°6
? h It

CpkANT
?1 ? o•F '2"C MP J
E'?/T?Tq 2?•F7S? J / N
(SYLVA4354NORT 175•NW) SYLVA 6 Ml. R \\\- \?=? ?\ _ ??'?\_•, _
• fl ?.
1 r J`• ,??4• /•'_ )^ •_\ ij ,?-? ? , _.? \" ''?d+1?11? / it O]
0e; 10
Ar 101,
r7T
\ i e ? . ?,yc. • ? o ?.? ??• . ?, . iAy((? f,'??? \ 1600
I //11 `ta N i/ .° ??? ?•? ?
-700
? .-?? - -?•// ? Y 1 ?. °° ? ° ?? Jto ? it _. ? . '_ : ? \\ 1,`t.'•,-???\,?
-., ` .,f?Fi Vl_ ./f ^.: b _ \ Ir ? 1_0, I' ` il', .iV\'q//r •I i\
,Vi
?' o?--\•? ? 1 ? '?1 -' _--r ? I, I???li ??, ; I ? ?, r- '? C `j,... ? I ? ?? 1-??-'? ? Ili ?_./
oqil?
??1 ' E \?? \1 17 : phi J ? V,_? .I ? , ?.'J/-.,? / N n ?.? ?+'•\ '/ / ,. \, ? n J, ?
70
? ? - ?.Lb "''- ? `1? ' `? '- _\ to ?"'' i ?! ?' ,'?-G a, - I _ IU/?• :.?• ?, r __!; ?{ - `_.. - -
34
\?? I,' //I ?E _ ? 1 ' ' L i `f "` l .11 ? ?? •°•RD IlrrJ- u?. ; - _
VF, En
..N <.,=? • 'fie _ I 1'P, ,? '?, -
10
.1IL.2

:'Co.
ROAD NAMES
S_R. 1"/D5
W.O. 9(?, iJg
FROM EAlcl of ?4y&We5WZ? 9. 6eo- 7?5 GA/??
ADD ITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED
T. POLES TO BE MOVED
R /W WIDTH

46
Z69 "
1" = 50
SCALE
To ,'=-r'osior7 Gon?i-a?
aryl

I.
?4? • 5. 9, 9, 5.
3,

cJAC X.5 to Al CO.
ROAD NAME /P/D42
S_R_ /705
W_0
FROM
ADD ITION
IMPROVEMENT
TO BE PAVED
I" =50"

Z
z.'
/?eI/iZ5 7_y,,O/Ga l 5cc 1, S1-0, X312400 - <3¢-71-00

9•
EROSION CONTROL
DETAILS AND .
SPECIFICATIONS
Std- oegjcrfryt ion . ' 5=hol
245.03 Temporary Silt Ditch
.............................. Tso
245.05 Temporary Diversion
893.01 Tem
porary• Silt Fence ?-
890.05 "' Temporary'Slope , Drain with Earth Berm .' t-
245.01 Silt Basin Type A ,?•1,..
.................................
245.02 Silt. Basin Type B
892.04 Temporary Rock Silt Check Type-A ..........
. Temporary Rock Silt Check Type-13
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock *Sediment Dam Type-B ;.-
897.01 Rock Pipe Inlet Protection Typed
897.02 Rock Pipe Inlet Protection Type-13 --?--?--?
894.01 Rock Silt Screen'
245.04 Stilling Basin ._••
Rock. Inlet Protection:
896.01 Type A ............ .......:...........: A 0 •- OR . A
896.02 Type B ............:..i..........:.:.. B .: OR .. B
•
896.03 Type C .... '
12 S March, 1992
_•? •Vr?.,
ttd?e?1i
F'
.
.a`...1?.? l?l:.ilt . • . . .
:
•
.'...... ..........:......
lZ.ailroad ..:: c
... +.
• -
L A
.. • .....:... ,.
ine
Control of Access

•.•
Slope Stahe Dine ................. •
.
.......:......

:• ...•..•....
Culvert'

Woods .:.:•.. ..........••..: ....•
' TeIepll?cit Ut:''eI ral.?li Pole ......... tt:%ta't' -a- 1 1111totl ••o- t
tis?er Pole and Line..... . • . • • ••• • • • •
To
-"
'
..:...... • .......... • .,
.
Power Pole .:
.
:
'
.- . : • • . • . O a • O .:.
emcnv Line. ••:.: : •
y/as
.
.
.
'
'
...
....'.....
......
..
.
ilyfowin Unlit '.
•
Guard ItaiI ........................... , .
SllnitarY Sewer-Line .:............ •,
Water Lint :......•........ • ..........
v r••xts-o--
Gas Line .'..•... ~.:..•...•...........•:.• ,,. ?ttt?t+c,srcs
• t
Chain Link Fence ...........:.......
woven IVire Fence: e . o ............. -c -- .
It gcneracton ............. • 4
Refot•estation '. ....:................... .
TST)
TS D
:T1' lporary Silt Ditch : ,"... ... • .:. .
Te II :p o ra ry S it t: I- e it e e ..... • .........:. -f ' e s-- '-•--1 I?-
Teniorsry.Slope?Dt•IZicl' .:....:...:....: •
•e ?• • ,
Brush G?lrri??r ?...._:.• . ................:
Silt Check Dam 1 )e A• .. ............. n
Silt Checlc Dam 'Ilype.B ..'....... • v ... • :
Silt Basin q'ype A• ...:.:'....:?...........' ~-?- '
Silt Basiri Type B?.•.?......'..:.:....... '
Rock Silt Check Darn ......... • • • • • • . '? ? ??.^ `??
2ai:.h Berm .:.........::.;..:........ .
Temp Stone Ditch Check . , .. ..?. .

L,yE'G,t? v .EV?.ey STe??y) E'v -,Alr /?,Vv ' ?LE/?N61? d!?r LU,yrE,t/ y,?Gf f/?
l dr T? sc??E"
s'??.?' t?/?.>'???? _./ 1,En'G7W
(s

3 ? ?•
2c
En/l.T'f1 of .v7sr?/fi/jEy A?fEA
EROS1pN USA ?IVL
Y

LE:v?r// of »?sr'aeBEV /AREA '?
B, 2

GENG?%U 4/= »?S7"7?,f8ED AR?"A S/t

S-?ao S?aa
?D? A gA/1?9rcY
Z lv 5 7yl//R ??'°SA ??•
s?AH/?y.NC 2&??SG
-?l ,4 616,
s '
S? fley JMO ogle
- ,Z 330 /s ? sT.
O
M,
?'J I ? z ? X45
1
s?R. / ?z5= / x-90 17AV/? ?2 yso?
i2eo?ucc ?c? 7c? ? /75G BAG ,e%o?G? ?.
G/e.v?%//c, A10-
F?a,?2 td c00,.?„G?, I
0
I 16 ffor,
60
emv 0-tool 0 -.- op

0
11
?- +So
S? o0
'Oef / QoX SOD ! : s?,?. /S??Go Rkliow&
s' o
o?
D ,/1
1
kireyao ed
io foo /a ? o0
.Zo *ev z v toa
D
. 18, MP I
0

i
?I
I,a.I
i
/s od
f
IS?ou
0
254-00 #-00
0
S7 75- Z -Z- -7-c
RtP iPi9/-' Tom p{?i/
h '9/7
S 0. a ? e,e t A4w ej
RZ, / ZoX 799
' .sy /v,4 Ne' •
O
t ?
? z 3 -? so
L•
b
JA4 . 0--?
.3 P h'?p/ace w??l?
t
Za ?o0 20 foo

3o to ? - 30 ?to?
P?A?2s?n1 J,eL/ s •
Rol. -
I

7-0
. I
0
g
I t
- i 1
i
z S t So .
.2s
i
rnP
z5 ? oo'
/255 Su/Fcie .sPri•aIGS
6dApoy s vi' //e. 46C.
O
0
wAyN?s v, •?/ e, ,vC . ? . ?
s '
,57 -4..3?? . ?8
& V09& .le- -
70 8G Re-loe*kd
B D. T. r?aN/L?e /Cqy
• ? ? ??o, goX 3Z5
i9NNi G Y72 ?•?? 7?? `
ID
' Tp 13G R?/o?&led
3o too

o
?I
?co
30 Aoo
'?D; 00 ?0 ;00
AL 8e47' ,?oye
% 4,44t y UAtugAo S
l3 G.S.G? 3?a,? RC4
VirG%MA ?CS+c?f V4. 23*SS ° . j
t
:37?3? - ,38f ¢a
?i? Rap ,v: Bch ?-
G /ass ,g ?
. I I
LTO
,35 ?-o0 35? oo
TO,4AI MORU,i S nl
P. o. Box Is iL9
G:4N7od /V l?f

OD 400
. Odo?.o e

1!-i
?D f 00 P, ya t00
/?

SAS 4Uel M°Y la
,et. Box 79d
sy / vA, ?/C
SO X00

m,geslj,ee,f 12" 41 ?-
,2t / 6 o)e '79Z-
BE G/A/ SEC
Qe-61/i S5,ccrian/ 2
-fso Al D -5c c TON !
7 .A 7 C/v i -? 7 C-w

SSfOOISc SS+o?
Ey%s?% y
1
s ? .
P i
O
P
• ' T
I

R
5 ? ?I- fig. CM
• IG
h?,•s N
Ol
1
I
So f o0
5'c,40o
O,tf
!00 t00 l00 fo0
s ?
.
• Pzop
' i

1-1.*0
I
SS+oa J

55+00
a,-

a/r 4rA4GJFzaz d ,
17V ; .4,vZy e,?,9 OA401,W. 1
17 -?
6
1
C
I
• Pro os°?1
1
l o ',o-oo .
S,LOO

f
loo 4- 00

p14 70 4Oop
?y

,
s

r ?
I
!ry
i
I
?svL?l
i
i
loS?ov'
I?
13 c- 6ty d6-A1Zzy
All w elCe,e
18
'isi00 75;100
I ?

I I 1?-l
li
I
f
?v
0

,
,po j.gld /Joy /t
Ae, / aox 795
Sy /V4 NC
0
it
i

V
DoT .Bc.;ag
I?
70 ,gyp
i
i
t3 ax 7R
/q

8o f00 8v,?o0
I
1
i

NI
8 CiM? •
AD p
i
1-4oz.
I
I
I
r
7si
'7 5 goo

1
1
I
o
o/gM 61
lgA FD
I7
- ? I 1
,
?O
l?s, o. f
fro e?
i.
eoyoo 8otoa
l7
90,E 9Dfoo
s-
CC
SflR CrA w Ford
i
a 807 I?VonJde Ave-
kv9P fC.)-
e? ass ? ° s?
72?? qo
? fro • T?
C17)
85im I ? 8500
95?cb ??8? ?iS?ao
Boy 1I/
s Wart ??'lle, r? 3Z36Z
ZZ
73f.3
D
0!9 Pao' scd t
I
.

i
i
I 3 O?
I
? I
2r

/oofco
0
t
i
II
I
0
of
FIR i7
9
171S1cao
J Se i?o,5- POLE DATA ? NPN 61-()-)447
?BOJECT DQr _ ?d ------------ COUNW --- ncl-59 L----
Sheet__-- ---- of _l
?WNER OF POLE LINE ..... p_o_??j ------ ------
-- ------ ----- ---------------------------- NIom Ce""M DIrT. %ROYCm __________-
R OttT. CtNTO. " "-'
KATION ?? p-saftT its" PweJtteT orn
"was • MIT. LT• R ?• LT. { RT• Ram Anft
-30
1,30
so t e5 ?
aY i ? d ?,?
M6 0% ZS L ?f .
? 3 5 3011 J ? • /Z' ? Z61
1D Z5
3a9
! t Pi? Jt f?
?
17-1 6
Q5 f- $ q /Yap r- Polo

5-- POLE DATA. ! NRN 6I-03447
PROJECT ?rk_ 'd( -- - .5,e 1
7 -- COUNTY --- 17-?tl? Q n
-------------- Sheet_ _1
)WNER OF POLE
h ±- ------------- --- -------
OI*T. "mod CENTER OUT, "tam Cot 018T.
CtNtlR PwaiSttT -
STATION '? 'ItttKNT RO A? ?11oleeT A/TtR "**too
NVttarot LT. RT. LT. ?. LT. REMARK%
3ffo7 3%A7_ 23' zo- Zs?
Z' 2s Mabp Colt Z? ' . of rf/
33' 30' fib' M6 It
?3 t 2?-
'a' 3d' 6: r P 1?. 'T
.?

n .

I
+--
BtG >\
i \p
. ? ? taa LW
.9s PAP S??-
'? Baba?+z;..
L'!2 e? ?? .Gap =_
1 7AU 16 ?A
•O :?` 7 1 1? .b
y ' ..
Ia63 1700 .32 12
?
.20
.33 1a7 1134 Solm-
12
?o
f A H A L A
.44
23 1
74 a 1703
1M1
.t2
i
230
N AT I O N A L ,
e ,
171
fo
C.
tot 1 Sv N°? ,. 1767
?'k ti? Oe ? ^s
1763
tea „_ F O R E S T
170:
W illih
.a:
1764
TEMP SLOPE DRAIN
TEMP SILT' DITCH
EARTH EMBANKMENT
S I LT FENCE
FIBERGLASS ROVING
RIP RAP
T
TSD

.=--- EGR
'? 8r '
aZN-, p
TEMPORARY SILT FENCE:
-
used at the, toe of a fill section to prevent off
s commonly ed at the .botto*_n,..:
p: temorasy silt fence i a
site sedimentation: It is made of permeable ffence r duce s the water flour while
stretched and supported by steel posts. The silt.
ent. They may also be used to divert water nfwalto o ensure there
retaining the sedim
outlets. Silt fences need to be checked after each regular significant
Silt fences shall not be
effectiveness. They must be maintained on a reg u
installed across streams, ditches, or waterways.
AREAS OF USE:
sediment runoff can be stored and contained
At toe of fill sections where
inside the project limits.
DESIGN Cam:
Material
Fabric
Steel posts length
post spacing
W_ Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum

17 March, 1992
F-f 71
U
_ ?t i U Z
caw
m
_ w
` `--
------ :L ----
? of
--- -----oE0-
VliZ•
a - F ce
43 3
W d 43 U_ ?.
U V Lv Cs. -i 1_I
F¢ c
?E• !-
- U ?.
L Z.. t r :2
X3 6 m
N ¢ W
e- C Q C EU-
r Z Z 3 U]
Cs. ¢
p ffs.
az ?cncn U===M >-
m ril E- Er- c..
ar c- ccc? c.
F .V ? C F
U 6¢ fs. cm aZs]
ov cn.z •? ` Gn.
M z C
00 D w
m G1-?CpC)?c7FLs7FC7 C7
G] E.3 ¢G. V)=U) 1Z
G1 m O fs. ^? fs ¢ z _
Z Z ZOU7 Oc:.C _¢
a¢
o?
F U1
1Z.0
? p•UJ.
cr.
Z: Z;
Z, .. ¢11 I
j:
?? rlNl '
U.J.
r=
z¢
0
z:
1 ,
L-Li
U
W
LL
z ?.
O?
`` e.
W _.o=
(0 ?O
u•- 'l.
CD
\1
V/
0
T
N

19 March,1992
SILT BASIN TYPE-B:

_:A. silt basin type-B is:a temporary basin built.to collect sediment flowing through a :.Y
drainage.way. The silt basin is built at the base of the ditch with its length being-at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992
pIN
I In
l In

H ") 5

I

a
l?
ai
` )
.)? a III ! ? W =
)
•
d`
?.'

LLJ
?`?) {`) • a)My `? I I i I ? LL
\ ? ?' . L ? $ = III III - >-
~
~v -:iI IIII= Z'l.
,ar Nil
^
! II
II( Ii Z ^
Q
ay ?: Via) M ?,,. ^

x _,• „ra, :III III m =z

i1 11 G
0 9)
aaa:?i.
::
> ?
Z -
Q an !
II
I W ,
't??" Z
Z'C
y CL LLJ V •
•fa Y. I I W
I
!

Cm :,I

`)
a
)
) III::
cr 1
a.
`t
` ? =

t 'f )
' a ' ,ill l
"
t. ZS

m mm E

,»

.C
Z
24 March, 1992
r
i
ROCK PIPE INLET PROTECTION TYPE-A:
• e$
e
o •
eeoo
A-rock pipe inlet protection type-A is-a horseshoe. shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The tjpe.p,
rock pipe inlet protection shall be used at pipe- inlets no larger than e6inches k in
diameter where it is receiving flow from several directions. The typ pipe
inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
0
Z,m
z =.T
•I• . cc
a4 O
tr
O
?Z I Q o x
U.
¢ W
w
a z I
w
CL ZD
¢ I ?h- I Cl)
Z
> i W j
Z W
> I
?Z? ?.-?
On LLI
LLI
s co
v
Cl)
LLJ
-is
O C
lf1 tf) U L.L
iI
CD
Z 0
w
a w F w / cw
w n
- x z c Z o o _.' p
d E- wz O,i aoz ?+ N -AW
r O rF G. w cm
w Q
tnz6w? OwV? z c a ? ? z
¢ U Z m d co w O a
z (f) cwozwmaa ; cn wC4
Fz?-?- FO ?z z?U N N ;..1 Z. f-
coOCE-ono na0ZCa* w o aJ o. (J?
-c.. UQz aa..c a z -
¢cn ¢dvOfn FOZ z w f;_Q
?m4.Ow V FZGT E..Of'?wZ IL H
fn Q C, V.Q
z w F ZO Z E- m co w
.]wC1 ¢Fw-3 Z d C7 r:Z
F(n MU G.
Z N Q
U F E. O
w Ca
o w -•? o
¢ a
?,?..:z: ao.awdwn.?w ?
I-co F E-- C4 dzfL'UZE- C4
GU=w
O?wa000? F OCO UF+. w n
Z m fn U F U fn fn C. G U d O F
34 March,1992
ROCK SELT SCREEN:
3
A rock silt screen is a low-level dam structure to be used in streams below- culvert
sites. Rock silt screens shall be used to trap sediment transported by running w=
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum (shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992

i

m

a
l ?
s 3
w

N
n
o .
0
a
m
I
-----
a
m
CL
O
0
.? C.3 Lz3 .?1 Z
Zt, CZ_ Z ¢_ Q3
.+ Li3 Z ¢ --. v
-
C-
Z :-
(/)Zs,ti i
?C ¢ ¢U? ZCs3U O
E- C: 4.G. F0.1Z. O WC
Cl)wU3mF 0 p n 60 ZZfs3
QC 6¢Z? UOin OOGOZ
O Cr]U (r]E?Zp mzCzlZFiCs7?-to>
UZ_3mUE-: =m¢Fa.o?mcm
COC0 -C ?CenvO-3F¢-3¢E-
?-V) Z¢ZZ¢V3¢OmUZ=aG.G'
Z?WO=OOU V1 (%3tOr.COU N_ G
z
LLLI w
Z > w
H
CT-
tD o U
LL. (n
?z
J
N.
y
U r^?
O z =
rr
=0N
Cs
L? ;t ^
X ,
M <7L
o ?
N O (?
Z; I Q ¢ U
W
m lO I
NL ?. U
C: Ni ,I
.. 3 D
_ Z r
W -' m
N ?.
38 March,1992
W
w? N
_t
9o°sKEvJ T??Ei [.a?E ?
'Lfq? ( 1
O/1 J•y
'FkbP. RoLK. SILT S6P-E&14
PROP, 7?Fn,R SIFT /`"CO5
I
lie
e,id
?yE OF
sR' r7o5
Ti?pJEc LASE
SAcxSoN CDUN7
{ Q PROM. lS' Deo6 P pr-
&IZAVFL Drove
II

X FxlsT 33' of 72 "CmP

)QxI jq 33' of 72''CMP

P,POP /Q?al /D' Tv Durc.ET
c
m
r
b
?o
G
m
Nor DRAWN Z 5C-AL
I Pnop. FIi- 510PE
I
r 1 49,g e F/A7?ER

F lsn?? 'GRoua?
NEW

33' of 72'' c/nP
I PROP. 16,XrF_/v0 DuTLET civD /0
0 `ENE