19970483 Ver 1_Complete File_19970603

State of North Carolina
• Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
[D EHNR
June 11, 1997
Jackson County
DWQ Project # 970483
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. C. R. Styles
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
in 0.05 acres of wetlands or waters for the purpose of paving SR 1713 at Jackson County, as you described in your
application dated 22 May 1997. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3108. This certification allows you to use Nationwide Permit Number
26 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. 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 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 tinder Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorsey at 919-733-1786.

Attachment
cc: Wilmington District Corps of Engineers
Corps of leers Asheville Field Office
Asheville D Q Regional Office
Mr. John Dorney
Central Files
970483.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50'/o recycied/l 00/6 post consumer paper
in ly
s n Howard; r. P.E.
1\ f

?Scno?
Y M•n
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1713
ivlr. Bob Johnson
DIVISION OF HIGHWAYS
P.O. Box 250
Bryson City, NC 28713
June 13, 1997
215 Army Corps of Engineers
Reg. Field Office
Room 75, 9Tve Park Ave.
Asheville, TqC128801-2714
Dear Mr. Johnson,
FNS, 0
U,04MrNTq( ?99>
CA(,
GARLAND B. GARmTT J R.
SECRETARY
After conducting an on-site field investigation of Dalton Road (SR 1713) with X11. David
Baker of your department and Mr. Mark Davis of the Wildlife Resources Commission. it
has been determined that the channel change between station 12+50 and 16-100 will be
eliminated. This will decrease the total amount of channel change on SR 1713 to
approximately 320'. We hope this will now enable you to issue a Section 404 permit
under Nationwide Permit #26, without having a public hearing, since the amount of
channel change has been decreased to under 500 feet.
Therefore, we are asking that you review the previous permit application submitted by
letter dated May 22, 1997 for SR 1713 in Jackson County, under the aforementioned
stipulations.
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 under the aforementioned stipulations.
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Watei Act from Division of Environmental Management. In addition, I am
asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT),
and',\/fr. Richard Phillips (DEHNR), to comment directly to me concerning this permit
request also under the aforementioned stipulations.
If you or any of the above mentioned agencies would like for us to resubmit the entire
permit application (minus the aforementioned channel change) for Dalton Road (SR
1713), we will be glad to do so. You can reach me by phone at [phone].
0

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.
Your Truly, .
61'1?1 ,r`5
C.R. Styl , P.E.
District Engineer
CRS/mtg
c.c. Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. F. D. Martin, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC

Y
L /
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1713
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
P. O. Box 250
Bryson City, NC 28713
May 22, 1997
DIVISION OF HIGHWAYS
"i
N, ?a ?
"!Fti, to
/0 !99>
re
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1713, Dalton Road in Jackson County. In
order to construct this project in accordance with our current secondary road standards and due
to the replacement of two (2) pipe culverts and three (3) channel changes in one unnamed
tributary of Cope Creek (DEM Class C-Tr) we are requesting authorization under Section 404 of
the Clean Water Act.
I 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 and cross-sections for the channel changes and for the pipe replacements ih the
unnamed tributary of Cope Creek, general notes and standards on erosion control measures,
and a marked County Map are enclosed. We propose to install the new culverts slightly below
the existing streambed elevation where bedrock is not encountered to minimize impact to
Wildlife habitat and allow the existing stream gradients to remain as unchanged as physically
possible. In addition, we propose to build the new channels in the dry, and construct them in
such a manner so thby will match the old channel in width and depth, leaving natural substrate
material along the floor of the channel. Only the banks will be rip-rapped for stability.
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.
By copy of this letter I am asking Mr. Mark Davis, Habitat Cooridinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.
GARLAND B. GARRETT JR.
SECRETARY
..Ul ISSN
?ft ow
ow

.M
Mr. Bob Johnson
Page 2
May 22, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), 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.
Yours trul ,
C. R. Sty s, P. E.
District E ' eer
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Cooridinator W. Mtn. Dist., NCWRC
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit 03
411,
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application for 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 ENVIRONMENTAL, 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 NC DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Department of Transportation
2. Owners Address: P. 0. Box 250, Bryson City, NC 28713
3. Owners Phone Number (Home):
(Work) [phone]
4. If applicable Agent's name or responsible corporate official, address, phone number:
C. R. Styles, P. E., District Engineer
5. Location of work (MUST ATTACH MAP). County: Jackson
Nearest Town or City: Sylva
Specific Location (Include road numbers, landmarks, etc): SR 1713 - Dalton Road
6. Name of Closest Stream/River: Cope Creek
7. River Basin: Little Tennessee River Basin
8. Is this project located in watershed classified as rout SA HQW, ORW, WSI, or WSII? Yes [X] No [ ]
9. Have any Section 404"permits been previously requested for use on this property? Yes [ ] No [ X ]
If yes, explain:
10. Estimate total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project.
Filled: 0.05 Ac
Drained:
Flooded:
Excavated:
Total Impacted: 0.05 Ac.

12. Description of proposed work (Attach PLANS-81/2' x 11" drawings only): To pave and widen SR 1713 to meet r
current North Carolina Department of Transportation standards.
13. Purpose of Proposed work: Same
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation 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[ X ] NO [ ]
With Application
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 so? YES[ ] NO [ X ]
With Application
17 Additional information required by DEM:
A.
B.
C.
D.
E.
F.
Wetland delineation map showing all wetlands, streams, and lakes on the property.
If available, representative photograph of wetlands to be impacted by project.
If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line.
If a stormwater management plan is required for this project, attach a copy.
What is land use of surrounding property? Rural Woodland - Residential
If applicable, what is proposed method of sewage disposal?
DALTO4 R8
d
y 4?
5R- 1-1 )3 ,

1lf1

1A.,
t...
SA uc S a nl w
CO (A rJ
°

vJ

.AS IM Ad

1
'e° •Od .)) 1431.10 1lft?
n

1,711

1341
w1wAr
Jl71
' n IAA, \ • e'
fi
3
?•4 •JJ Un Un 7i11.11
w 1? M

1fiL
lfli ?A
1al.

Qi• b1 c JJ $
lf11

1a
11

ILL

tfl
a
I
.? 14a
1 tau ° A6
7A
v .
I432 Ai
=?
. SOW" A" >< !? ?r+
yy Ill n 7A
Jail.
?s i
1f>a ae • •
v . Ff
.le .o
III1
J 1!!L /per 0? ` III! IL7f
..1 II 1lfl ma •?
nY`
U •/J .
aL
1% vilt
(2? \ llll ?
Bu

1:: 1!]s
° u

°
y
As
IA,7 y •

r ,L-•
11r7 0 O S'f v?

4 .17
1t11

o 11
1 a0
Ib 0
k
?
4'.• 4?
!7_! 1

AJ
.1 ,y 0 R
VIVA ?: ., '^T
v.1,nvv
JAIL s
h 11Jf.
1.43
im mi . Co y]3
•?O. ?JZ19
'pe 1 1 V
°
tft
,le ?;;
1M2 a
ViL
LOA
?od
0
TA
(
S
'
uu
o ?
? ? 71
ti la' 1?
'• ?
Jiff.
JfrQ ?1u1 Inf.
AO
Im
0
r _, !Zi! Jn!
•As
A0 F O R E S t
1
rixh t:?.?
•
?
?9
UU
u>z l1iL

'+t+ 7M1 1121
1311
a:;:v
1
y 11 ? 4? .?J

? 1 Y )y ? ? 1ML
?" :?
?? 111!
y t
Im un
.1 lf3' 107

IS
.1 121k
? 112!
J70f
Od•* Ho a
I
N
r
)SIO Xj-?S A D DEC ICATIONS

,
Silt Ditch - - ......
Temporary • . . - ,?
..-
piversion
TemporaNSilt Fence ; . • - -- ' ..... germ
,ttj
Temporary Slope Drain with E
Temporary
Type A - • ' , ... -
1 Silt Bann Type B •A ... • --•
B ............
. ... ..'
12 Silt Basin ck Silt Check TyPe-
Temporary Rock Silt Check Ty . TYPe-A - '
Temporary Rock nt
Se
10 dime Da B ___%) U,
01 Temporary ock Sediment Dam Type- A -----------
U.
?.02 Temporary let Protection Typ ?B .. - - -"
• 01 R°ck Pipe inlet Protection Typ .• • .. • ......
7.02 R°ck PAP ..........•••--•••"• • . • -
Rock Silt Screen
. .
4.01 ....•-
a Stilling Basin •• • .. . OR .. A
45.04 Inlet Protection: A•
Rock A ............ ....••- OR
•- 8 1J
Type .• B
896.01 .. ..
Type B ....... • C - OR C)
gg6.02 •• ,- -
.
3 Type C ........
896.0
March, 1992
12

:p
i
a
1
i
,...,.r
f
MpORARY Suz FENCE: ection to temporary silt fence is commonly used at the toe of a fillesd a the bo tom, t off-
sedimentation. It is made of permeable filter e fabric
s the water flow while
etched and supported by steel posts. :airing the sediment. They may also be used to divert water flow to protected
,tlets. Silt fences need to be checked after each significant rainfall to ensure ter
Fectiveness. They must be maintained on a regular basis. Silt fences shall stalled across streams, ditches, or waterways.
REAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
IESIGN CRITERIA:
ae-
Fabric
Steel posts length
Post spacing
mffi-Er-Irre,
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
y
17 March, 1992

or'
Ct
?Im
Z
I I I??
D
I.
dx
III z
mw Lli
111 wE (__)
= -------- ?.? z
- _; OF W
x- f-
?ix
3F wv m c I Zvi
Ca
Nt CL
x4 dm v 5
?a ?'' v III CD E-?
G5 p m CL C0-
Gd d O
5 m v] ?'
:c 5 d W r_OC
O O Z f- 0=
?maa z? f
d
2a" ?UTFZ?? z
? ??? .?O>"'C7m2 Q
C'j
dZ ?T d[a?dCa.
F5 mwW RE-O= mwi- st
a ix 'm m
?cw7 4a? ?3?mocm ootw?
ro -3
0., ta7C.?zFs ZF
?F O vQ
O
m? Wa??DCJ'?c?7fccaa 47 (-- -3 -7 IC ?
7.m O3ZCa.C.?4.da?fa]Z Nf E
<; "? O? O G. D T d ?r jl I tY1
t1 d W
ox
f N F ?-
?zial
18 March, 1992

4
SILT BASIN TYPE-B:
A silt basin type-B is a temporary basin built to collect sediment flowing through a
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

opow
IIIII ? 111111 -
= a _-
IIIII ? VIII
= m -
111111
111 II
= 111111 _
11111 111111
iw -
1111 0 (1111
- s =
Z IIIII II ¢
¢ - III W
W
IIIII ? IIIII
IIIII J IIIII
Hill _ 111111111111=
11111 :IIIII
a IIIII a IIIII
IIM 111111
s
i

it
zi
o m
M
W
CL
~ z46
? O?
m ?xz
Z
N ? Q N
? Ll r
v
F'
N
i
0ow
0
F
24 March,1992

ROCK PIPE INLET PROTECTION TYPE-A: a?
o•°
°
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 type-A
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The hype-A rock 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
~V
1
33 March, 1992
1

Q
w
a
a = q,
cr ?.
~ J
w

c
w _s
"? T a Z ? Z F'
Fwz p ti <?Z }v? o E- ?- o E- '? a w ? m
z<win. f'ow??? z
Z <aU?".,]Zm <Q ern°W
O W O C W CO Oy. 0.' . i F VWI w CO
4.
FZ4.fL F p.7Z Ir-I
.7FC]E(6- cnp?T V ZW 9L. j. <?az -4U z
E°.o rnw
il:p?LLO W -3E..Z W Er W W
T z V z Q= w M 2 -3 W z
U(nmue-.3 M< -3
..4?.aoCi a..7wswwwtaw
61 ` ?, V ..7 94 I W ..7 z V F. .. 4?i W
F H d 2 Z z h< p Q!' Z d V T w
o W=Ooo =to 0 WE-T
z mmu -u V) 06Lu eoF-
O
O
C
C7
J s X
!? a O
LL.
z I I _
I
w CL
CLl
I
?a, cD
cv)
I H '
'w?
>I
IZI
w ?
O ?
N
Q ?
r Q
Q Z
J N z O
CL s ao
U
N W
J
O
C
f-
Z
0
a
w w z Z N
o
N O
N
w w
0 0
O O
~ I--
N N
I- Ci
o Z ,
r. FI
z?
0
w °f ?l
ml
st
z2
•r.?m
Q
W
CL
O
F-
U
W
I-
O
Z l
cr-
CL C?
W ".Z
Z F. ?
Cp=
z ?
z?
IL L•OC
P--# 4v
CL
F..
Y F
cr-
Q
Z
Q
0
:D. E.
77
34 March,1992

lbw

ROCx SILT 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 water
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

r'

l
LL?
O

>
CL

Q
m
f -
1
a
47 _
_ W Z
a m z czE" ads
CL cm
W p ddWO ?ZWU? O
Zcn ?Ua 0].4U3 Ca -3
O ?m?0. W a?aF? C.W ?
m C4 cn 2: -3=to F0 Z?ZV=WWOO
O
dOddZ? VOVI EO„pOOZ
?? V ?=Z;" FZO? VF1?Z W
E..W.. WFpCi?WZF? a47?
C?ZJmc.)E..: ?md o-a?mm
?Ep..?JaNmQaw<Waxad?
WF..rnF- aF Nt,]aZ VFd-? F
ONWOxOOay=I,,, O??O?yc''W
z mc,mvF?? mvr?ac.? m.»c
Q
L` Q
Ptcr
s
w
z >
z
z
O
LL.
X
N O
z
u
N
NL V
b
d
i
0
W
N
Z
W
LIJ
U
Cn
? d
J z
? jxz
U F..
00
?o
Zz?
? 26, r
Q rc
? f
Q
?E
n
7
38 March,1992

?;gC,? s ten/ L U .
1 '
R 0 A D NAME 22,a
S. R. /07/3
W.O. ?.9G z/39
FROM-
ADDITION IMPROVEMENT

TO BE PAVED
P POLES TO BE MOVED
T. POLES TO BE MOVE D
W WI DTH
SCALE
,?EVlsEC? 2-z7-97
r? ?" Z `aw ?r wlrBs
I ??= 50

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # Des •ri tion • .
Symbol
245.03 Temporary Silt Ditch
245.05 Temporary Diversion
.............................
893.01 Temporary Silt Fence TD
890.05 Temporary Slope Drain with Earth Berm .-
245.01 Silt Basin Type A 1'` ..........
_
245.02 Silt Basin Type B .-..-...0
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A ............
892.02 Temporary Rock Sediment Dam Type-B 897.01 Rock Pipe Inlet Protection Type-A -.. r
897.02 .""." • : s
Rock Pipe Inlet Protection Type-B ti •
894.01 Rock Silt Screen
245.04 Stilling Basin '. ............................... ... .... '.......
Rock Inlet Protection: LEJ
896.01
TYPeA ................................ A0.OR
896.02 Type B ............................... B E]--OR .. g ??
896.03 Type C 0--
12 1 I
March, 1992
rxisting-Road ...........
Railroad- ::.'.................. ... .
;..Control of Access-Line ......!......... -- A
Slope Stake Dine ..... :............ . `--
`ti:`' Culvert .': ... • .. .......
r Woods • . • • • `?? • • • ..... . 11,C)dOO-1.0 or
Telephone o?:'1 elcgr<<i?li Pole ......... ?IIN I-S't' -o- ? ?rttot? o- t
.. .......... . .. -? -
Tower Pole and Line. . .
sower Pole .......:.......... I t::xIS't' ' S tc'tlpt? b t
1 E. asenicnL Line..:.......... • ......... r
Guard Rail .. .....:............. r r z
•' ':i SS
Sanitary Sewer Line.: :............... ----? -*-
Water Ling : ..'.'....' ... .......... -t tr -t t
GA
.
Gas Line .'.. ......................
...................
Chain Litil•: Fence-*
Woven Wire Fence-:..... o . •,........ .
.0
Recleneracion ................ •.. .
.
Reforestation ' :..::........... . .:...: .
i»porary Silt Ditc11 ...................
Teniporary Silt Fcnee .. ............ .
'Tempo rat Y. Slope -Drain ............... .
Brush 8Z1ITi(.5r .. .'.:..... ......
Silt Check Dann Ty])e A.....' ......
Silt Check Dam I)pe,B ... ............ .
...Sic Basin J?-pe'A• .... ..'....:', ........ .
Silc Basin Type B ............... • ... .
Roclc Silc Clieck Dam .............:.... .
l:al`l11 Del-III .... ........................
Temp, Stone Diich Check

PROPOSED F.x151,IN C,

t i LSD
---M ---I'1 r----I I ?-
IT
CIS
' n '
LIT

wR j SE,vN I-,VOWS
X 173? 6PSAI oN M '11-f RZ ?D, I
SqA/ 9Z111
O
j .boo
,_I
4 ? /0
18 cMP
I
!s° µP
(J65??,5- Z/Zo ww
Sy /?,?, nrc,

0 f 00 I
Ir- .
1
104-00
/YC41ZS4AII &4AI
.O
copes eecc?K P?
4
16"Cntp . ?o+oo
/0+0o
?EFF TNT S
P. O. ,8oX 2 /G Z
0
14
I
i
S 5--
5 +00 i
I
0
I
10

i
5+00

0
1500
154 oo
I CANIZ/ES C. CeAwkl'W
P,417-01• pal.
Sy/vA 1?C
I
L
lZ f So I z?= ,wP ` /2 ? So
i
r-

4
10 4 ao,
I
?o +oo
Stq 1D+?M = 12+,f5
NEED l00 ?o?vSe ?i93?'Mr^t
FOe C1+.9NNCI !1?AN6G
RE.aFf
0
A
r?.pr w.• •,.
Zo 4.00
X22 1'-'c?o? ST.' ?
wAy?cSV://? ??
/q go
pe wEy 4,eA jAk%1
.P41 To.l OW,
srv /s Rio ?s
Sy?v9 We
.Z' P.o?Eo/d
tfc" of 4r
to
lR i.00 w l8
-5M. 1'7,1,7B,
,eoet woo//
'To e ,?EMovED 1
s r,4. /7 f SAS = /7 t8S
R4- Luc ?/W 7S /G' 4,rr, OF
r-04 /oust ANd wooc%N.Dee:L'
SrA. /q Aso = /74(0$ /
Page &M// ,4wal sr"gls
T Be: ReW-Wt-D
srA/Gras =
To a e ENcASa~d
7b aoNS? . ?, ,'?s
8t- V. T, grab 5
f 16 ?- 20
srA. /5?So. /(,f/o I
I/f X 7e ' T,eA-%R
To Be moved OFF 2/W
00

ZD4-00
1 M J.He= MON7- AVE ,
O
s r?• 17.95 = /8 ?` ?o
No r r.- as 4r
r nn TO
67A. I(,+50 ,etDa« ?/w To i5" per of ?
F°R- Pa,srP?Iovse; I'a,?.p,8o?l
i? Aid ST??6? s?
/8: cmp?0
h?
Ilv + 20
zy ?
I
/5 4-Z"i
115400
7-?6-xxy F1z,4A4/,,t)
7j// /TvW 2d
SyI?A N.e .
O
0
IT
I

'
j ,25foo
I 25,1o0

:fSE /C/2A???/.?N
b b 0
f.0. Bolt 208 I ?

J),915AI Xo/.

I
' /vA N 6

LEN O,CV6-/ 2zt$5
°
-
?A?roi? zo( rte
e/
sT45E/ ga 9,

I ? z2?sp ?
-
1
0

a

1

1
r
e
M
T 1
1
1
,

0 I
11
4

I

? ? oo . ,Zo foo
r•w-?r•
D. F
Jf, /YC ? E ,Bu ch AN?4?t/
Tow ,ecy
'sy%,1 /rc
8
II
fool IIz8r
a
I o
z?t?o
I
25 fao,
I
2+-00

POLE DATA
PROJECT Dg/fir, /U, s-S e / 7/? COUNTY rack n ?o. SHEET
OWNER OF POLES inign i ? Lam) )A Pco r d-
W.Q. NO. 6.96 2 139

STATION
POLE DIST. FROM 'a
-PRESENT RD. DIST. FROM Q
PROJECT- DIST. Q PROJ.
AFTER MOVING
REMARKS
NO*
R T.
I.T.
R T,
LT.
R T.
LT.
/ ?5 P 18' 15
35 '

L ew

I
ova
.1
I
I
. J
C
,ut
S
.v
o?

s,'/i Fe,ee-
\ \
\ 1?
• ? ? ??? CtiAnnQ
I I ?'AC ? ? "? ?? ? sl' •w
I I ?iq /0-l 00
i
?I
5, 4,-- :?/
Sh9 moo - /Z tOo
//l?O Oof/e? En? ? G?rrJ?:
%lA /Zf00
sd/ F„e.

I ?
jl?

-
! I I
I

- -
-??-I ra
7-7

l
I I?IfTI IT?I
" I t

T
?

_w_ .-.•-..A---?-- _.- .__ .».. -?._ -- _?. ?.._ __
I

i
k Y! ) i 1
1 0 ? J ?
_

t ti? I ? _ ? ?
- -? - I
-
- I I
heCE ?r?
2
1

i I I
I

•
I
_

I 117

I
? L 1??

1 I
+L4- I
I.I--...
-ter - .. __?_._L_._..?-•_r: -- -- - - - ' -- '- --- ._ - . _ _ - .

_ I +
I ,
in 1 I 1 !_.
?ey?? sib ? 3
Sf,? / 2 75 1? t 76
- - - HEW , M+0o
_ A/ CtiprN?/ l1? Cti ooe, ?. l
Ew Inlo oo-<le-? E I
S?-ro. JSt70 ? l ?
I /. 1 +50
r I
F?^?G 15 +oo
r
r i c, I,
I I, + J Q
I
I ?
' I
Check /)i+n.s
qI I.
" / 4 +00
;I
I I
Ae,, ?! s o
it
i
I '
? A nc.l I . I
T, e C n I
"1 IrP? I I
J Z,4 1 `' I 13 4-00
I
I
o'
t5o
? 12 toD

I l i I I ' I i ? I I -

I I I
+174, T ? j! I 111 i

l
, ? C ' 7?L-..LCJ Y` ?. - -•L` J _ i ??_ ? -I I I
- i - I ? Y(? I i i -T I ..
1
7

t
L r 7
L
L
L

'?

.
4 ,
? - --
-
--
t
L rrt
I
? l i
? I
L
LD
_ -No /? ?4 .-_.1S be -YEW CGhrn pry - dLC? - - --. _
I
N; -? h e
_-
I -
I
T - -r - - - - a - -
-
--?r-} _ -
- --- - - - - _ - -_ 1 . _ 1- - -r -?
i i I I
_, - - - --- - 1 -_,_ -' -
? ?_ --- r -..---- - - ------'.. __. _._._-._ - -- -=-._?.. ,??` t _. -I- ?-'- `- - --• ._._ •_ _i _ - _ ? -- i -.ice _?-..
t , 1

RA l7,rGN
r

a 8'x ,x_2'- S?r_T l?RSi,?
E-B

"

I RAP D+TGN

SkV.Y2' s l J-r aASIAT DE_13

c S??T S aEE/J

aRA??cµ f?`
TEMP..5,Lr FENcE SITE # 4
STA . 15 }-61

EdyE of
TRH LLAOE
? a?

I I_4-
I

? I

I ??
I
I I
I I
I I

le"
I 3u
? ?? I
I I
_

E SAGE W/ S o ?X 16"unP
TRE?VEL Ur1E

RfzoposED R-p PAP
I DIMP
°1

I
RocK 51 LT Sc.? E6r1
I
I $ Rpm e- N
I
I

>?Q

I GhEGK DHm5 SP)qcl-
I ?s R??u;RED
I S

Yne
li 2 1 'vV I DaAWrI T? SGALE
I T

I I I I I I I I 1 I I I

' I A

ore
1 f A, -A'

1

1 !

1 I
I
I I I I i ? I? 1 I
1
V-X
'
1 i
?
' I 1 1 1 1 I I I I I I I I I '
I I I ! I I I I I 1 1 I
I I I I I
! I I I 11 I
I I I I I I
I

! I r-K
1
I I
!
I
1 1 I I I I I I I I I
l I--!. r--I
I I I 1 I ! I ? I I
I
1
I I 1 1 1 1 1 1 1 1 I I I I I
I I I t I I

I I I I I I I I I I I I I ? ! I I I I I I I I I
V I I I I ! I 1 I I ? I I I I I I
I I I I 1 1 1 1 1 1 I I ? I I I I I I! I I I I
I I I l i l I I 1 1 I I I I I I I I I I I I I i I I
' I I I l i l l l I I I I I I I I I I 1 - I I I I f I i t
I I I I I I I ? I I 1 I I '
I I I I I I I I I I I I I I I I I I I i I I ! !
I I I I I I I 1 I I I I I I ! I I I
I I! I I ! I I I I I 1 1 I I
I I I? I I I ( I I I? I I I! 1 I I

I I I I I I I I I i I I I I I I
I I I I I I! I I I I I I I I i t I I I
I I I I I I I I I I! I I ! I I
! I I I I I 1 1 1 ? I I ! I I I I I I I I I I I I ! I I i I I
' I I I I I I I I I I I I I
I I I II I
I I I '. ! I I t
! I I ! I I I I I I I I I I I I I I I I I ! I I I
I I l i I I I ? I I I I I I I ( I I I I ? 1 I I I ! 1 ? ' I
' I I I I I I I
I ? I I I
I I I 1 1 I I i 1 1 1 I ?
i? I I I I ? I I I I I I i 1

2/ )-'70 -? z t 4o
t 6o
%/f Gne?
Te Ale, dh&nel
23 too \ kll?k 06 5409 4+40
1 `
f;p
g 1 Sr'ld FcnCG
• 111 11
tSo '•
i ?
a ?II ?
o ?
?a +oo I
fence-
+ ? II
75
/• ? II
/ \ lie ?n0? Iilcw ChRnrIC,
4?, +h d[ "? 61-+ . ;)t76
l i l t 1 11 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 11 1 1 1 111 11 1

I f 11

1 I ? Y I
O/
u _
I I I

1 I I I I
I I I I I
_

I
I
_
I
I _

II I I

- i _ -

'

tan r+c
_Y-
3!-3U?jLm j7
-26 i 17
-
II
T: I

I I r, I
I I r-?
_?.-
? ? - ?___.? fta ?? I ?? ?? nit- _ - -
?-? ?-?--r ?? I ' -
.
7-7-

l
Call

I

1- ? _ I
-? ._ ? i ',_ ' ' t--- -? t ? I l ?- I - ' ?I
i I r
-t , _
1 I _ I I ?- I
? -1 I
-7--r {-
? I _
i
??