19961126 Ver 1_Complete File_19961212

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
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain, Jr.
District Engineer
N.C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
A r LTX.MAI
[DEHNF1
December 19,1996
Henderson County
WQC 401 Project #961126
You have our approval to place fill material in 0.01 acres of waters for the purpose of constructing
improvements to SR 1103, as you described in your application dated 27 November 1996. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification Number
2735. This certification allows you to use General Permit Number 031 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. 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. In addition, you should get any other federal, state
or local permits before you go ahead with your project. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General 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. 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 Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
ADUL4
Pion Howar Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files -
9611261tr
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 • 5Wo recycled/10% post consumer paper
I".

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
In i I 6
Mr. Steve Chapin
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, N.C. 28801
ENVIRONMENTAL SCIENCES
SUBJECT
Dear Mr. Chapin,
p.w STATF°
V 'A
DIVISION OF HIGHWAYS
P.O. Box 5189
Horse Shoe, N.C. 28742
November 27, 1996
SR 1103, Ward Road
Grading and Paving
Henderson County
GARLAND B. GARRETT JR.
SECRETARY
RECEIVED
401 Mum
Please find enclosed herewith erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1103, Ward Road, in Henderson County. SR 1103 is a gravel road that
we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 2.08 miles. Grading
will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
12+60, 29+90, and 58+10. Pipes will be replaced using our standard method of pipe installation described
in the erosion control plans. NCDOT "Best Management Practices for Protection of Surface Waters" and
proper phasing of erosion control items will be used to minimize and control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to work in the
Trout Water Buffer Zone at locations described as follows:
STREAM STATION RANGE LOCATION
Terry Creek 21+00 - 27+50 Lt.
Trib. to Green River 51+00 - 56 +60 Lt.
Green River 58+10 - 59+75 Rt.
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placement/replacement as indicated on the attached erosion control plans, and spot stabilization with Class
I Rip Rap along Sta. 58+25 - 58+ 75 Rt. We are requesting that Mr. Phillips approve our request for said
variance when he receives the required comments from Mr. E. L. Ingle, Area Roadside Environmental
Engineer, and Mr. Mark Davis, N. C. Wildlife Resources Commission.

I

Mr. Steve Chapin
November 27, 1996
Page 2
By copy of this letter, we are asking Mr. Mark Davis, N.C. Wildlife Resources Commission, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request and Mr. Phillips, DEHNR,
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting
that Mr. Davis forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT),
to comment directly to us on the above project and Mr. Phillips, DEHNR, concerning the trout water buffer
zone variance.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being
requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further
please contact me or Mr. C. E. Dumas, Jr., Assistant District EngineerAt--?4)
Engineer
JJS/CED/ng
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, District Fisheries Biologist, NCWRC
Mr. S. A. Brittain, County Maintenance Engineer
DEM ID: ..... ACTION ID- .. '401 ISSUED
Nationwide Permit Requested (Provide Nationwide Permit #}:
JOINT FORM FOR
Nationwide permits that, require 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 ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATIN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BB SENT TO THE CORPS OF ENGD4FE_RS.
COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL, MAN'AGEMENI,
PLEA E(7) PRZqT.
1. Owners Name: NC /Do
2. Owners Address: 1-7-n 9 - Ile---s , Sf, v Al, 2
3. Owners Phone Number (Home): (Work): (70¢)x9/' 79 i
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
!89
i orSe-5&e; IV, e. Ze7¢2 P? 7a??S9 791/
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or city: -/?;r
Specific L,ocation'('(Inclyu?de road numbers, landmarks, etc,): Ae..,
?? ??? Q G n ?/ S/? ??C 3 Ci i7 !J CO///, i7 u r i.? a /7d?
eC fo.
`I 7ze
C/,'54-4ce. c ?/ ?0D` Z ?f?'.n.' fo T?Te Gr?tl' OF !?i"c+; c
6. Name of Closest Stream/River. Prr 6- e e Ar'ble r
7, River Basin: _l? a a?f `??
8. U this project located in a watershed classified Trout, A, HQW, .ORW, WS I, or WS II? YES [q' NO [
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO [
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0.3Z A e,
I1. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: D D /
Drained:
Flooded:
Excavated:
Total Impacted: ?• D
12. Description offf pro posed work (Atttach/PL-
l/2" X I ddmwings only): L?? l? -s? /0 ?°
13. Purpose of proposed work:
14. State reasons why the applicant believes tha 's activi must be carried out in wetlands. Also, note measures
taken to tniiiitnize wetland impacts. S? a
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries ervice
(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 RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO o YES C NO C J
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
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. [ NO C )
17. Additional information required by DEM:
A. -Wetland delineation map showing all wetlands, streams, ahd lakes on the property-
B. If available. representative photograph of wetlands to be impacted by project.
C. If delineation was perforrncd 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? Rw,-,a
F. If applicable, what is proposed method of sewage //
S 5igmature Date
M
I I kuL
ILS AND
DETAk
SPECIFICATIONS
NORTH CAROLLNU DEPARTMENT OF TR INI SPORTATION
DIVISION OF HIGM :AYS
SECONDARY ROAD SURVEY
SUBJECT : SR 1103 (WARD RD.)
LOCATION : BEGIN AT THE 11N.-TERSECTION OF SR 1104 AND SR 1103 AND CONiTIl UE
N A NORTHERLY DIRECTION FOR A TOT_aL, DISTANCE OF 11,000' TO THE END
OF PROJECT.
WORD TYPE : GRADE, DRAL\T, ABC , PAVE, A-D EROSION COITINTROL
WORK ORDER : 6.963179 (TE-XIP.) PRIORITY : 16 RURAL
COL?7IY : HENTDERSON RIGHT OF WAY: 60'
II?IZ`9G
DATE :4D,-34-96 SC.ALE : F'= 100'
NOTES
RIGHT OF WAY
_0 . ... .- 18._0.... 6.-0„ 3'-0„
SHOULDER

1" PER FT. PAVENEEtiT
I
1/4"1 FT. , 1;4" r FT. SHOULD

1" PER FT DITCH
- 41
SLOPE
I- 1;2 : 1
SLOPE
1- lr2 : 1
T? T : C TTITT \'TT A T rylT T R!''Tr1T? A r i s n
1\1?VLJ L1 N A It 1L ?. ?JLLL\. 1/1\ 1\\Jt 11/ V ??
1: 1
ST13C OR
ABC
LEGEND
® PIPE ? PEDESTAL 0 PULE + GU1-WIRE -? -i LIVE WATER
it ))?_> ?-l ? ? -- _ - °„ __ _ ,??? ?,,?? c? ?? , ? _ ." ? l ? •
i Val ey , /? - 1 c = f f `1` ' a I; \ ' •, /. ,? ?\ ?.. .
?so
Pice
• ?'?r` `s? i'J- Cem•Ch/ ?__J ??% ©.•/ 023 / .?,. Camp
?i
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t ep- ArTow 2200 rt • I• ? ::'/ li
'jam/ ? I?1 (r -J is Kno J , ? Q / ? Q` ? •,; •. ' ? ? ? I ? n 1
/ ?? ( / -- I 1 BEN/ G n River 0 // .
?200 lk \\ C 220
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3
FOR PAS/ WG 5 R 1103
HENDERSON COUNTY
I PROPOSED _T_.MPROUI=MCNT
EROSION CONTROL 4
DETAILS AND
SPECIFICATIONS
Std, #

245.03 Nscription Symbol
.
Pipe Outlet Dissipator ........................... 000
0000
Temporary Silt Ditch

245.05 .................
Temporary Diversion ............. TSo
..
893.01 Temporary Silt Fence --------
890-05

245
01 Temporary Slope Drain with Earth Berm F-- 4
.......... --------
Silt B
i
T
A
. as
n
ype
.....................
............
`
J __-___
-?}
245.02 Silt Basin Type B
..................... -
......................
?.
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 .
.
° ..
894.01 Rock Silt Screen ........ ..............................---- -- °==°=-----
245.04 Stilling Basin
-------... .................
..........................
-----
Rock' Inlet Protection:
896.01 Type A ............................... A OR --A
-----
896.02 Type B ............................... B ? -- OR -• B ) -----

896.03
Type C ..............................
.. C OR C)
'- ----
Rip Rap Class "B" ..............• . 0 00 00
Ditch Liner Class "A" ............ . x x x
xxx
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STATE OF 17-95 ENGLISH STANDARD DRAWING FOR cV
NORTH CAROLINA TEMPORARY ROCK SILT CHECK TYPE 'B' U.
0
DEPT. OF TRANSPORTATION M
DIVIST^N OF HIGHWAYS W
R:; SIGH
N.C. =
, r
45
Silt Basin Sizes
Silt Basin - 1
(S.B. 7)
3?
14'
?I
2T
r
21:
3
Silt Basin - 4
(S.B. 28)
Silt Basin - 3
(S.B. 21)
? X28'
G
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
-,Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
I
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on -a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside. the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
8
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, 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.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
clay-, and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.
9
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings"
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.

Typical Section
Showing Proposed Work, & Erosion Control
Proposed
Slope
No grading to
be done on creek Buffer
side of existing Zone Existing
roadway. ?--? Slope
Stream
Grade, Base, and Pave Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and will be maintained throughout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water will be released thru down slope pipe or stone lined ditches.
SR 11113
EARNEST SIZEMORE
RT. I BOX 208
ZIRCONU, NC 28"90
2
SCOTT WARD
DTCO UNTIT 2"933
APO, AE 09222
1
T P `°
1 1b"
IaLjW R•W
X o i?
EARNEST SIZEMORE
2
r
SCOTT WARD
1
T
V
R-Nb' R «' Z4 mP•
BEGIN 0i 00 1 1 1 0-00 BEGIN
I1
D L
PL
SR 1103 a IV /Z
JFSSF STATOV i Icy ELLA BFD1)TN(rFTF.T.1) 6
J?U
Rti1i V
. I?
IF
0
GEORGE HUDSON MARY WARD
RT 1 BOX 221 308 SHEPARD ST
ZIRCONIA, IBC 28790 HENDERSONVILLE, NC 28-39
4 lu 3
y?
y?(
1300
Ll VE 11 O
3G Q 12-5 P L.
EARNEST SIZEMORE
2 II+Z2 '- 1 EAR'ZST SIZENIORE
Z? R w
RED
R/w ? I Cip?N .
1060 0' 2
Z?
LIVE 316
36 CnnP. 3
SR 1143 aA1-6 -??
IV
ELLA BEDDINGFIELD
6

6S CMP.
O
4
JESSE STATON
RT I BOX 357E
ZIRCONIA, NC 28790
5
2/foo
W R, W
0
9qFF,r5R -, 11
00 n/E
0
R,/W P,\\*
1 I T5 o.Iti,
ELL A BEDDINGFIELD
RT I BOX 233
ZIRCONIA, NC 28.90
6
...--------------------------------------------------------------------------------
-l0+00
SR' 1284
:: ----------------------- ----------------------------- 1 j 0'
I
ILtiV R' ,
/4

R'\V SECURED
V
"s
h
M
I L
R'NV SECURED
3300 P L
7
3'_50 P L
CARLOS BEDDINGFIELD
RT 1 BOX 187
ZIRCOVIA, NC 28790
8° STREANI
32? 50
ELLA BEDDNGFIELD
RT I BOX 233
ZIRCOtiIA, NC '_5-90
6
R.".V 11,.W
I-5W144
ELLA BEDM7GFIELD
6
PL
SR 1103
WCHAEL• MCGRADY
12
WAAAV cTRen"%'fA r
L-U 11\ 1 U 1 LA u1 llll "l
T T
R 1 BGX 202 - C
ZIRCONIA, NC 28790
10
HENRY CANTRELL
RT 1 BOX 202 - D
ZIRCONIA, NC 28790
8
PL
So
5
49+00
A-q
R/W RAW
I
I Z4 CMP
MY 46+70
44+20
RAV SECURED
?b
bc?
K?
R/W RAV
I s 0? I a'
L A MULLINAX
000 nr n mirv 1) q
/I' V"L 11 I. 1 LJ
TRAVELERS REST, SC 29690
9
RAV SECURED
/J5
PL
CL-456 z - RIPRAP
.5 7-,481c. i?AnoN
As NaflEo
5rA 156x-25-58,'75RT
JERK BAYNE
1926 WILLOW RD
HENDERSONVILLE, NC 28739
14 L / ?E
WA T6R
C/ L/n

eurrE 2
MICHAEL MCGRADY
PO BOX 98
TUXEDO, NC 23784
112
51-100
Pd ??
?o •?? IG
59 7S
5 0' t
O O JERRY BAYNE
l /3 URGER
14
?1 8+j0 P L
"- o4"CMP,
U
?pp h
U_ Voo
A4
?N
R/W R ,,W
Ma' Ih?
L A MULLINAX
9
58?io
PL
qo
69+90
5 0'
14 1-1 lk
LETA BRIGHT
Is cmp ad 301 E. VICTOR HILL RD
coo DUNCAN, SC 29334
if
18
GENEVIEVE POSTON
RT 1 BOX 192
ZIRCONIA, NC 28790
15
JERRY BAYNE
14
67+00
W
b?
WILLIAM CAPPS
RT 1 BOX 202
ZIRCONLA, NC 28790
16
i?
-R/AV
62+60
JAMES BEDDNGFIEL
RT 1 BOX 202 - B
ZIRCONIA, NC 28790
20' STREEAA.v1 -?
WILLIAM CAPPS
6150
JERRY BAYNE
14
/7
PL
17
16
ROBERT MORGAN
427 FERGUSON RD
FREEVILLE, NY 113008
20
w A pp0
5 0'
T\ r\l I T Al
1C1 w 1 1V w
77+80
!"rTTTi^f TTT\ TT T111(?TI'\\T
VCIVI;YICVC YVJIVIV
15
/8
PL
77+6-7
AA Two
BARNS R/w RED
# 2
7G+3o
FANNIE MORGAN
RTIBOX190 u 17
ZIRCONLA, NC 28790
19 O FANNIE MORGAN
75+I0 19
------------------------------------------- -------------------------------------
SR 1110
-------------------------------------------------------
74+50.--
-------------
P L 72+30 72=30 P L
CARLOS BEDDINGFIELD 1 P RALPH LEVI
RT 1 BOX 201
7 ZIRCONIA, NC 28790
R/W RAW 20
P L _ 70+70 k\- 70+70 P L
51 0'
FANNIE 1\I0RGAN LETA BRIGHT
19 717 J-8
PL
SR 1103
RAiT!'R !''1DDC
Ul\V \JL \it 11 i U
2652 COACH HOUSE LN
NAPLES, FL 33942
22
C WARD SUMMEY
87 ST DUNSTAN RD
ASHEVILLE, NC 28803
21
I?
?I
dx
M
GENEVIEVE POSTON
15
IN
P L•
ROBERT MORGAN
20
T Pqo
I I I
I I
IA
88-70 Q? 88+70
Q c `f to
CMP.
5 0'
81-=00 R,W I R,/W
i
?-5TOico
1~ d VD ?T?1T1DD\xIC
1 a i 1 L a \1 ? V 1 \L ? t U
RT 2 BOX 194
ZIRCONI.a, NC 28790
23
GENEVIEVE POSTON
15
19
PL
SR 1103
RAV SECURED
BARBARA RUTMBERGER
2652 COACH HOUSE LN
NAPLES, FL 33942
25
9I+20
RAV SECURED
JAMES ESKRIDGE
PO BOX 9
WOODRUFF, SC 29388
24
BRUCE CAPPS 90+75 P L
22 FAYE ANDREWS
23
Zo
510'
loa
R/ W
b
A#4
V
?i
A?
R,V? R/V
END OF PROJECT
R,NV SECURED
*1 it c"
I Td
o?
II
,
,l
o?
24"e-MP
FLAW SECURED
rI114U yr vxvJEC:T
V RAV `
1
_ 5 0'
SKIIoC, v/
A:TTAC.NME?NT ?,?~ Z2
GUARD"' RD. -
Y'. q
1 The right of way is measured __rI ft, on the _ lls( 7___ side of the
center line'of said proposed road from a point 5 ft.-5W7A_ of the
SDUTd I corner of the _ [3jgIV _____ to a point 5 ft. W- 013rd
• of the corner of .said NE-Al _____
10 t 80 .Tfl LI tZZ . .
2 The right of way is measured __!_7 -_ - ft. on the -EAST ------ side of the
center line of said proposed road'. rom a.point 5-ft._5WTt_ of the
SQUMWESZcorner of the {[4 _____ to a oint 5 ft. _IOJR____
p
of.the corner of said
-- 76t 30 Ta 777
;3 The right of way is measured _______________-ft: on the ---------------- side of the
center line of said proposed road from a point 5 ft. ----------
---------------- of the
corner of the to a point .5 ft.
of the corner of said
d The right,of way. is measured _______________ ft. on the --------------- side of the
center Iine•of said proposed road from a point 5 ft. __________of the
corner of the to a point 5 ft. _______________
of the ------ corner of said ----------------
----------
5 The right of way is measured _______________ ft. on the _______________ side of the
center line of said proposed road from a point 5 ft. __________of the
corner of the to a point 5 ft. ---- __-___--___
of the corner of said
Z3
_... _--- - ------ -__..-..--.-. --...._.-
' POLE DATA

-
PROJECT SR 103 COUNTY
HENDERSON SHEET 1 OF 1
- - R OF ---- ---LINE--- ----DUKE--.-.------.._... POWER.---
OWNE POLE

_ DIST. FROM CENTER 0_IST. FROM CENTER
- DIST. CENTER PROJECT
STATION POLE PRESENT ROAD PROJECT AFTER MOVING REMARKS
NUMBER LT. RT. LT. RT. LT. RT. ?-
11+50 P 46 19 21 - POLE OK OFF MAINT R/W
12+95 - 17 16 - POLE OK OFF MAINT RAV -
16+95 - 19 19 - POLE OK OFF MAINT R/W
19+75 7 15 15 25 MOVE POLE ON MAINT R/W
22+20 8 19 19 25 MOVE POLE ON MAINT R/W
24+20 - 18 18 25 MOVE POLE ON MAINT RAN
26+35 10 19 19 25 MOVE POLE ON MAINT R/W
28+95 - 27 28 25 MOVE POLE ON MAINT RIW
47+15 - 16 15 25 MOVE POLE OFF MAINT R/W
59+20 96868 15 15 25 MOVE POLE ON MAINT R/W
75+60 - 17 17 - POLE OK OFF MAINT RIW
84+10 12 18 18 - POLE OK OFF MAINT R/W
86+50 101/2 19 19 -- POLE OK OFF MAINT R/W
88+90 10 18 18 -- POLE OK OFF MAINT RIW
104+20 4 25 25 - POLE OK ON MAINT RIW
106+80 - 18 18 POLE OK ON MAINT RfW

Z4
PIPE SCHEDULE
PROJECT: SR I In COUNTY: d EN DERSOAt SHEET OF
STATION

y
1
F EXISTING
DIAMETER LENGTH SKEW
tl ? p
PROPOSED
DIAMETER LENGTH SKEW
REMARKS
y
6+65

??
Ilb
?-S,

o
96
r-mp.
12-455 3 to 3D, 91)" r-mP LIvE -#,,0 r6Lr
Z'7+00 .l 5 96D
t 36 *3,s 0 90° L.IVF- A/20 L

47f)b O
53t 18' 30 01) /A4
38+05 3C../ Do o t
7t D 18 0? 8D° emp
t71+9 8,/ 5 D'
88-t( 'D ?-q-" 'Es -9D (-mP
1 +! " 50" ° CIMP