HomeMy WebLinkAbout19990559 Ver 1_Complete File_19990520State 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 LIP,NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 15, 1999
Rutherford County
DWQ Project # 990559
APPROVAL of 401 Water Quality Certification
Stephen Moore
NC DOT
Route 1 Box 169C
Marion, NC 28752
Dear Mr. Moore:
You have our approval, in accordance with the attached conditions, for the purpose of paving SR 1723, as you
described in your application dated May 20, 1999. 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 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 send us a new application. 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). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided 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 Dorsey at 919-733-1786. -
Sinc rely,
. Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files 990559.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
e
a MAY20i"
STATE of N CAROLINA
DEPAVTTV ", T SPORTATION
JAMES B. HUNT IR. E. NORRIS TOLSON
GOVERNOR SECRETARY
May 19, 1999
Mr. Steve Chapin
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: SR 1723, Luckadoo Mountain Road
1998-1999 Paving Project
Rutherford County
Dear Mr. Chapin:
I am attaching a straight line diagram with erosion control plan, a completed
Division of Water Quality application form, and a county map section relative to
the paving of SR 1723, Luckadoo Mountain Road, in Rutherford County.
Luckadoo Mountain Road is presently 14-18 feet wide. We plan to pave
the road 18 feet wide and increase the typical section. The typical section is
also attached. Grading will be moderate to heavy. The project begins at SR
1006 and continues in a northerly direction for a distance of 1.82 miles.
We propose to extend three culverts (1) extend 24" culvert 15 feet on the
inlet end at survey station 77+20, (2) extend 30" culvert 20 feet on the outlet end
at survey station 91+10, (3) extend the 30" culvert 20 feet on the outlet end at
survey station 91+20. We also propose to place 85 feet of pipe at survey
station 72+40.
At these locations, we will maintain upstream and down stream pre-
construction channel widths and depths for bedload self-scouring and aquatic
life migration. We will preserve indigenous plants where practical for planting
along the stream banks. We will utilize mats to line the disturbed stream banks.
We will also use natural substrate to line the bed of the disturbed channel.
c?
C?7
.n
Route 1, Box 169C, Marion, North Carolina, 28752
X.
Mr. Steve Chapin
Page 2 - SR 1723, Rutherford County
May 19, 1999
By copy of this letter, we request Mark S. Davis, North Carolina Wildlife
Commission Mountain Region Coordinator, to comment directly to you
concerning the nationwide permit request.
By copy of this letter, I am sending seven (7) copies of this application
package to the Division of Water Quality.
Your earliest consideration for this request would be appreciated. If any
further information is needed, please advise.
Cordially,
Stephen A. Moore, P.. E.
District Engineer
District 1, Division 13
SAM/grw
Attachments
cc: Mr. W. D. Smart, P. E.
Mr. L. R. Watkins, P. E.
Mr. Mark S. Davis
Mr. John Dorney
Route 1, Box 169C, Marion, North Carolina, 28752
DWQ ID: - CORPS ACTION ID: _
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26_
PRE-CONSTRUCTION NOTIFICATION 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 OR TYPE.
1. OWNER'S NAME: North Carolina Department of Transportation
2. MAILING ADDRESS: Route 1 Box 169C
SUBDIVISION NAME _
CITY: Marion STATE: NC ZIP CODE: 28752
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) _ (WORK) 828-652-3344
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Stephen A. Moore, P. E.
District Engineer
Route 1, Box 169C
Marion. North Carolina 28752
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Rutherford - NEAREST TOWN: Bostic
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 1723, Luckadoo
Mountain Road from SR 1006 for a distance of 1.82 miles.
6. IMPACTED OR NEAREST STREAM/RIVER: Duncan Creek RIVER BASIN: Broad River
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-1 OR WS-II)? YESX NO ? IF YES, EXPLAIN: _
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? -
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK: _
(a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 5.3 miles
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0 acres
(a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 140 FT AFTER: 280 FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: _ FT AFTER: _ FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
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? _ WHAT IS THE EXPECTED POND SURFACE AREA? _
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Grade drain base pave and erosion control SR 1723, Luckadoo Mountain Road, from SR 1006 for 1.82
miles We propose to extend three culverts (1) extend 24" culvert 15 feet on the inlet end at survey station
77+20 (2) extend 30" culvert 20 feet on the outlet end at survey station 91+10, (3) extend the 30" culvert
20 feet on the outlet end at survey station 91+20. We also propose to place 85 feet of pipe at survey
station 72+40.
13. PURPOSE OF PROPOSED WORK: To provide a safety paved road to the traveling public
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
The existing length of pipe is not adequate for the proposed typical section Usual measures such as rip-
rap silt fences and check dams to minimize impact.
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: _
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 _.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES NO XD (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369.
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? woodland
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
?;OCTIV, TY?IS C TSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
May 19, 1999
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
k:
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF 25'
COUNTY: Rutherford TOWNSHIP: Golden Valley
PROJECT: SR 1723, Luckadoo Mountain Road LENGTH: 9,174 feet, 1.74 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #: 16
LOCATION: From SR 1106 for 1.74 miles
R/W WORK ORDER NO: 6.892007B
SUBD/RESID. PRIORITY #:
CONSTRUCTION W. O. NO. 6.8920076
DATE: 1217/98 SCALE: 1 "=50' DRAWN BY: D. G. M.
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as need
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way
9. The erosion plan should be used for erosion control purposes only.
Ev Ds !onl Cs
Lf F1?1f1es
Q
. ?i
Page 1
PROJECT S R 112 Lvc Ka? l `+n
COUNTY ?Y'
R/W
TYPICAL SECTION
RPA
A. FILL SLOPE.
B. SHOULDER SLOPE '.
C. DITCH SLOPE . . .
D. CUT SLOPE. . . •
L4
- ------------
Pavement
PER FT. SLOPE
?4
? ?, ,,,?, /:1 SLOPF
ABC Canpacted
ABC Loose STONE BY
TONS (DRIVES).
TONS al'TrEps• )
TONS (ROAD)
TONS ('T'OTAL)
Sheet 2 of 25
Sheet 3 of Z?
FULL SUPERELEVATION I ,?-k OF PAV'T. IS PROFILE GRADE
r - FULL SUPERELEVATION
I '
SECTION-EE
Y13 SUPERELEVATIDN I 213 SUPERELEVATION
I P. C. OR P.T.
SECTION-DD
SUPERELEVATION = I NORMAL CROWN ,
NORMAL CROWN
SECTI ION-CC
LEVEL { NORMAL CROWN
I
SECTION-BB
NORMAL CROWN I -NORPAAL CROWN 1 1,1 I
SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2'LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation is +.06-06, the superelevation
at the point of curve or point of tangent is +.04-.04
.06 x 2/3= .04
Superelevation for 18' Pavement
.02 0.4' E.P. to E.P.
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
.08 1.4' E.P. to E.P.
Normal Crown -0.2
ROCK 5 1 L T G I cCKS - OUTLET OF
?
P I P
- - rock
'
? f fhe ou?-le-?- °nd o bP 3
?- +?M?s -f-he?am?rPr
h)
?ff
npa
o
r + he
r qa o` -, ap?t'?? !n i? ?!??Ng
?"?~ c
sh
ts
ee
c D
/1'1 /N.
-
- -_ - _yIST/NG Z57, .
_-x Is "
-- -
- ?- 30 ^SP
,2 k 30
In
cX/s
l ?.
-vY M r, ,
36
/7) H.
,?
- ? ?2
C S P
12? /W.
I
yQ '?-
------ =X/S?/NG ?? ?I2.?
esp
STD. #
??so3
215.05
893.0/
sgo.o5
ZI502
895!0
992.02
14
SHEET L aF
z-6mo FoR z-r1fL1?S1,0 corVTRO? o?yrc?s Y?Bo?
s
DES 4CR1PriD.v
TzlonFal si`r 091 zll rs
--TD `-
TZ-1mmul PI VERB/D/1/
TE?IPOR?9RY s//T F?i?C?
TEA?PaR?Ry SZODZ OOIN w1Z11fI11aERN
s/LT BM511V TYPE B
T??tPOR?Ry?ocK s??rcH?C? ryP?-B
TE?IPOr?ARYROCKSEO//???T0??1 TyP? B
CLASS B D/TCf? PROTECT/DrV_
. RIP -RAP
ROVINC7 DITCH PWIECT/O?l
OCITLET S/LT P?OT?CT/Drl/ T1'P?B
BLUE
RED
BRON11V
vri nul
COLOR CODE
R R
.*-94
T?iYIPDR?Ry E C.
F/LL AREA
?: C. Ol/?/y? CLEAR/yCi??RUBBIyC
(MavE` ay
x
iq.
E
In
I?
I
I
Q
?X/ST?fX?yCS? ? ?i
4
b I
1 R4/7f/Z-"FOB CoUrA/TY -4
sR 17,--'-? L 41CXIADC0 MTN. /2,D.
I .571,ET 7 OF zs
--
Q/
O
of
y
- EX/sue M?L_ - Q . ?
Z?aSTic SUNS!//NE R7?- .
To 51Z- 1741y
'?, 'A?YiN ?.4Y I3rc-GE?sT?F?
D8.378,f?,' 76
- . - 6L5/ ?i?-SUrla?'y/NEHWX
BoSr/G? NC. X80/8
-t- 6 / T P?D_
• ? 36'RT_ ?oK?
?r i ?X/ST. MIL
__
To s2. /721
AEG/N P.2czTKTsTA. Ot?.?S,? /_oD6 .
T??G?n/ PRoPas?? 25,*Ip,,Iw L.T. £'lk-7T;
? O
r/o Z_7-
/Z 1
'coNd. Zae
-?zo rE? PEp_ - -
z3'LT
/ AESS/E S. SM/The
?B. 32/, PC. ?Sg 'G9
P_ P.
33'LT (cK)
a
w
a
d
I
h
8
q?
lv
? J
I
2?-'
S? 1723 ZaOklADCO 141N--
8
s??ET cl-'- 25
" f 5? PP_
O ?3'RT G?IQ1/E?
tt?S FdP.
2S_ ? ART (NEED
? ofE.sFT) __
f 2' GR_ a,Q
f/5- T?l.E PED.
I o l?-S;RT C/?ovE?
I -.7
I
n TF,2eY ?E?-N W/}?/lER
I ?? rya ? Pte. ? yS ?8?
?-
? p BasT/G? NC , X80/8
1M
I\
I
A
d
s
EXr? z o'X /s''?P
5
X09 TEl? Pte.
a
ST 7,0 5r t?
?3 z 9D, P6 zoo, '6'?
239 GUC,?'AZ? MTN. !?
,? ?sric , N?_ zoo?S
?I
i
Iq
I
I?
J
I
I?UTh?E,C ?oeD GourVTY ??
S,? 17217 Luu?, A5IrN /,D
I s/elE? ? aF 25
6 -TOA144 .Z), lllec Gu,P,QY
I n8.(577, Pte, 76Z, ' 96
JTO#IV NUDON RZ)-
I 80,57-lc, NC_ 25015
-?- ? q T?1F PED_
I ?s?;eT ??l-Wd? ?rv?RG?o?iV.7? cf}BL.E_
?s N?EDED?
I
G y ?o'G2. D,e.
r?
W
Q
i
0
X, ?- 112
p8 688, PG. X73, 97
P_ o ,Eox /376'
EGLZWEC,2OJ /1/C_ ?Sam
t?z P?
al
toy P.P
ii
l-
Y
/7
W
i
F
2U1,?E?f ? GoUNTY P-7
syEET is o/4?- zs
bA f30 iP-
?? 2o.5fz 6NzO-Z)
5 _ o?GSE7") -
4-28 P_P_
z6`s "C Cox)
e
DfLoYD G?GBFLT Mc GU?,?Y
6??/ z?asric -sUivsNi?vE .S?Gs?Y.
$o5r/G , NG. Z9018
I t?z PP
2G? Co,e)
o ?? f63 E/P_
I 28 ;2T CoK?
6 SOMA D, Mc C 4/22
V Z?. 677, 74-2, "?6
/o oi? ENT?1 NCE
?N
Lry 1-5r, -70 Ix
2'0'6/Z DR. 4
I
+y/ P?
?7'LT lOK)
L%11!D? 1,y/j-TE,?S.LEDM?D ?'T/rA'JESLE?F?ZD
23? 9' ,C'oce _ •ep
, 417A- e?oeD, /vc.78/39
x-77 PL
13.7'LT.' elNEm or4F ,e5 ?
O GA2;e Y AMZY G.e?E l/f/-25U
DID- 6?9, Pte-?f, ' 97
l6.6'LT (NEED Or?fSET)
LA-e eY s. MARY c7,e., ''- t,?'+7?RS
XE 29o, T-?. 2811-11 11
I - -S e /7Z,3 L410/', Zk?? /y77V RD.
I S?EE7' // OF 25
i /o:SoiL ?iYTl?. IsJBAN?vv?
W/?X/Si ZD'x /5" .QCP
I l _
/6 T?1pED:_..
to I
ExiST_ ,2o'xis'',ecP
I ? I
A 8 13o/,?N/ES. ? KrNNETj/ H. SP/FEY
22
??- G8 9, P6. X09, ' 57
I Ru7HE,2?D,?DTor1/? Alec Z2139
Zb? '
o b I°L z? 6',eT?vE?
I M) or??.SET?
I ?I
I /
n
D
7 FGo ?D 6iL8F..,?7" / IcCUI?Y. .. 20
i
I
o?
al
-77
LINDA WATE,?S - RIB !?F°•? - z5
a13. 689 ? ?°? ?f3o, ' 97
/5`So/? ENTi?4NcE
+7s ElP_ PL
g5'1T. ?NEE? oFfs?T?
?I
W
Q
k
4
l / 1 G iN?A i.?/J1TE2sGEDFc eD ?A?7ESLE_7> N
a?. E99 , '97
0
7AME4,=a e? co,1-1N7-1--' '29
I /l se /7Z3 L1?c,?4D? ?"/T/?
25
TE/_E. ,
3o RT foK)
_ aB_ 707, P4? SSS 98
36D LUC,?AT.z-? TiV_
- 0
I Rl - _ _ 13oBB?' T.
// IJB 639, P? ??, '97 .
po„3ox GoG
i STANFIEL.D, NC_ 29163
E.?'/sT, s?f''lc?///TEor4fC ?.?ort/?J' GUT
ExJST 2o'x/5?'csP 27
+ 79 T?l?. PEA
25"er co/O
Z6.2 ,e7- (oK)
I
/4 Do1z/5 li,/f1-TE,?S' FA/l?ES
(989/ Pte. Egg, ' 97
6yo9 PARGO gz)
I C-#A Z[.aTlE, NC. ZS216
0
0 -
t%II 20
2s;er. ?oK)
t? ? ?.Y/ST y?XJ..S" 22.7'RT ?NEEA Chi'=f1?
I ? ?;; /MCP
I ? ? - - - -f-SS ALP
2Z,-;C7 INE?D ?i?SC?)
Z3CNN/E S,/CEN?Y?/!Y </ SP/VEY
'97
?B. 689, X09,
i
` EXrsT .ae?iN
7-/o LT_
a
97
A8. G8 9 , fr 38/,
6 700 L/NET3E,?6EIZ AD,
NC_ 25579
Pu
G/NDW WA TEl{5 LEDF??'D.TA?FS LF?' fob
D,F . 699 , /-?- 413-0.1 ' 97
q
0
0.
i
i
FI
?I
AoNAL? ED1N,4lZD Ls/ATF?S -
=7 eA UN D,2
KINGS 1?1041I1rhlN, NC. 2,609,9
Ex/sT a,??-??
T/o 97:
3?
0
p? az.z'RT (NEEv o?.s?
3l
goL,0,YT -0 To YCE Z WATE95
97
30
NI
V,
I
I
3L
Sc /7Z.3 /-ZA L? l?'ITN. ??
s/?EET ?3 of 25
Q/
/ 'z ? 9
to8 07
P.P t86
?811T 69K) 22'Lr CoK) ?L
ENI? ABi}N?DNMENT?1
<ST?. 36 t 3/ 1??GT?/`IDJ
f /S E/P_
26'LT. C1vEzD OFFSET)
f.S1 E.IP_
13E?/N ?8/1NZb/Y?FNT?-1
ST.4.3,V t 5/ LFNGT? / 9d
,,-,5-x1577 PRA/iV
T/o v-
Flo
aid
g
J
I?l
Ill
ICI
?ml
Ilan
?yl
11
co6Nry 39"
/6 S2 /7Z? L1/cKA?.?? Ml/V. RD
oV 7 z5'
475
75,T-X7- CNF-ED OFFSET)
PP
433
?9'RT Cox)
/5 RAMoNA M. ?F2E? SL?cK - 37
DB_ 6? 9 , P? 4116, -/ 97
Cf/A>2LDTTE, Me. 282/7
_ 36
ej
?P
?X1577_ .?.?/iV
/,? T/D RT
-175
- JLf
D0,PoT/fY AIIA72ERS LOVE
689, .?_ 4137, `97
A-57-5- ?DLK .2D-
ST/?NF/OLD, Me - ?8/63
+60 iLP-
/5: 9 %J, li 42 D or=fSET)
0
v,
Exisr. Z)RAIN
7/- 0 GT_
l7 DIANE W. ,? Z1ch'A S B sT/MsoN
vs- c-"99, "F7
//D 7 fA2L.141 Z,2/YE"
,?j?yGS Afo41NTi,11V NC, 28086
T
,2?T,Eoe? co?lrYrY q
,-R 172,3 LZlcf 4 D,- 1167H RD_
S/??ET I O? z5
S' L???N GgT
I LI
I
0121
i
1
Q ?
Q I ?
° N
2727." CCK)
FX/ST. 7?.PA/N
T/o ?2l_
?12
az3 G 7/, Pte, /?S, ' 96
?? ?D? A NT U??`TE,? C/RCL6
\ ?fitRL?TlE, NC. 28262
7-Q
,37
G uY P 4- 7S G aY Gs?/.?
//'LT ei,VoVE) /9?T ?/?-/o???
30 X/5'
?8 ?oeorHr y??T?,es LD?E
vs- 6a 9 , Pte. X37, ' F7
+/7 PP.
27'LT LGK)
?I I
0.
0
e
i
,i
?I
i
i
i
I!
i
i
F
9
,euT Er o, (f 04,11117-Y
S,? /7Z3 Gl1l.??Z? MTN-
V- 69 6 UY)4111elc-
?,? RT ?2ETl?/N? ???i2T C?'JOYE)
-- - ExisT, see .773
o
o--
EXIST
_ 720'r67-,C--,V/ST ?X/ST b? A141 /. 4 ]x'47 -
yTo?
a?
z1 7
Q 2QBE,?T ?! ,MM.S-EY ?ETUX?
?16
?5
-II/
+68 ZF74P. t6S PP-
/70 ! 7.' INEED <rVo VE)
.t.?}8 ?uY1???,PE
/6 'LT <MovE)
20 Hoes y V/ ,t?
,BK. 6G3 , P?_ 393, ' 9G
39o ydEAT??RST?,{/? ,Di?_ 0
N
I'o?E.S7- CITY, NC_
7 7S9o
28D -
Qv
Is O, Fgy P e yEL Y/ K. L L/-I'l-e L14 b
(R) 7-IA10T?f Y R ?` DEI30,Pf}ry _ La4KAZ2nD
5X- 677, Pte- 560 9 6
39a lt/E.4Tf/E,?STo?V?D,?.
,?o2EST c?rY , N c . ?°0?3- 7-s9o
• ? P s ?r1
t 7S
17'2T.
lS ?20TfiY 1?AT?,?S EVE
T> S. GS 9 , ,? - X37 ' 9 7 ?
k
\M \
.6-11 I zs'
I?.
,eury??/, ? Z) co4 // VTY 5
S.2 /7Z.3 Ll,/C,?AD? /1?ITiY
17 ors 25
fy .
\ END . _ AB.?NDGiVVNJENT ? Z
STA:_:?"3?GS Ii167771,400'
b
SoBBY P l/?LV/
FX- 677, PG-56o l ' 96
-- 56
f
IQ I
I?I
4
?oBE,eTls! ?A?''l??Y <ETUX?
i6 P?t.??. J ?A/??sEY 447
Z?F- 6 7/, PG - 14.s, ' 96
k
t 4
STA. S 8 t 20 GE/YGTI/ / 74'
20 PP. \
/8'LT, (i?TA/N
/?pT3E.?T l41,IQg/75EYCETGlX)
- 67i PG /?S ' 96 -
A
1
I
-6
c.
r.`
ti
?l
ZO BoP?3Y P. ?NEl.yi .?. LU?DGt?
Rr
BK. 663, PC, 353,._:.96
i
,a
i
?UTt/E,?iCO/ZD COC//VTy /
,5;z 170-3 GU MTiV-
S171ZF-&-T /8 OF 25
----- ?6 P?Ln42J- WL
e
4
d.
?Q
e
_?apa o
M?
n
'i
I•
P. P.
QT IN)
\ ,t3oI313f' P. ? /?ELV/ K LUci'A-?
f?_ S6a, ' 9G
,k'-X_ G77
57
S?'
4
Q
tzO gat,TjY P_ NELY/ K. LU4?/??X-d
8K_ 663 , ?- 393, ' 9G
4 79r PP.
IeUrI70Z 1.P 4 04411 VI-' 6Z1
S,? 17ZZ LI.ICK.4Z?50 A171-V
zs
EXrsr- 9Zo'x
z6 PP
I
?J
n?
EiVD ?rB?n/ZJGrVi????/l ? 3 /
STA. s7'?s7 LN?T}/ /7a' ?
QV
i
i
d
?201Z?? W ?A/"1sEY?ETUX?
/6 P/late T. ?f}MSEY G'?
6/
60
18
5'?
y
8E61N ABiJNL???r?Eil?r:44
STA. 67tSo ?NGT,?,/27S'
R ol3FRT w. leA/" 1sEY
t/vl SEY
/G P/G-AR In
X3. 671 ? P?
EX/ST_ ?iPA//1/
7 -X0 GT
-r o3 P?
37'LT. 60k)
S f ai°
?1%51
on
4,';4 f
5 "d-C
1
I I
I I
I ? I ?1
g
41P
v
n
d
Ik I
S,2 17,z„3 A?z
20 oo= 25
-• -
lzo,t??=2T W 24MS?' lErux?
Q ?6 Pike Ir 67
'
Z)3- 671 , A5;. /SOS,
96
1
d
/
G
+3o P.?
1 fo3 CENTSZ E?+'?ST. So'?.?
iv1TiV. RTC
Z3osT/C, Ile- zRolg,
tt6 P.P
25'LT. (oK)
A1,07 E = NEED
Pl?P?sE,D P/P?
k
IMI
uC p? 1
N
?ie?r?,e?.e? CoUNTy .74
S7EL-T 2 / of 25
906E2T W- /ZA-MSEY ?E-Tv,Yj 73
==sl<}: 72f 9?- 46 M! r, 76 - AS
-? - Proposed $5? ?s ?
z5? ZS'
31
A'
ti
,eo r?E/zT W, Rwm y ??-? max)
T_ IZ4iIsFY
?S 6 ?/, pc_ /ys, ' qG
/5TtOX/B??SJ
00
oo??
i
I/ el, ..
f o3 E_/P 72
S?
+zs PPP
i /6 7
1
2o,eT w ,2AMS7Y ?ETUx?
/6 PiL?2 T. /?MSEY
Z% 6-71,
sT?°
,d 70
y,
tom?
g,?- CG3, f?- 393, ' 96 I
- -w
R
? o\ u
/ 'GiYL s??E/?? aJ
UPI
?X/sT. 60x ?''csP_
L?
7StSo END P.eoPo?ED ?Si?/c,/ LT?-7?
QV
Zl ANA P/Z/rcysl-R?-
??. 3Z3? ?./53? '69
a
a
2lJTL??.?fOr? C?U/IiTY 79'
I s.C 1723 ?U zip /-
s??E7 zz o? zs
va, 3z3, P6, /S3, '69
I
I - __----------
?. o'soiL ENT/
I
i
E
i
-L.2
u
rl
i
i
i
as h 75
D
;04 h?
' - AA-Msc Y
j 51<- 27? , PL? -X03,
7V
5f
;2 J EaNA PR/T??Rp
D13. 3Z3 , PG. /S3, ?6 9
5f
/ f ZS END EXisT. ?, S',Q/w Z,7-eAl
5r
P
113?B1Y P.` ,cfELV/ K. Z.
BK 66.3 j "G- 393, _ ' 96
V-
0
a
f,
I?
I
I?.
v
I?
I ,55C 17ZT Lt?c DCb 14I7VY 11F?D-
s?EE7- 23 p? z$
I
b
f
d
i
Z/ EDNA PR17'; Xh ,2D_
p F Fz PG- /S3, '69
a N
i F
Oz
3?)
77
??rz ?as?icJ /vc_ zSaiB
Wo?E/V B?PIZ.YE ??t?i¢Nr?NE?? °oD I
5?.
P
G-\
DNA P.e/rc.HNzA
21
F-
,,
-1
a
ti
a
Ep
e
INII o
kv? 8ro
II
II
s
II
I!
II
?T?F,?foe? CoUrJ/Ty 8q
7Z3 LUG ? N)rlV. Jq.D-
s,4L ,,T Ztk OF Z5
P/oNEER 6/1eL ScauT
(ZZ 1 4,eA4 COUNUL -NC_ :__
aT?. 335, Pte. ?S, ' 71
Z)13 '66
SHEET' D? Z5
END P2oTEci sTA, 9/711 se ! 723
W ?
AND Pieo PosEp X5',2/t t/ LT RT. c
END P.?oPDs?D S?/h? U:
I I ? 5'1-1 Vz5 Sj2E/rM
?.,Y/.Sj. !?D'x 3D'G :P
p u
/x c
cl+ a
?c
? p/9/yE?? Gi2L scot/T
22 A.e?? Co UrVC/L -?/V C , t? ,
t? ?i3_ 33? Pte- ?S? 711
Da 3,?5 Tom- psi 9? ? ( Dg_ z?3, PG.3? 9, ' 66
Drl. z?f3 /?c,3? 9, ' 6G I I
J O
/ If
G21U- COX) ;
J
1 R
l
Y
.I
I
ICY L
/ C
o
KNOB
1
.y ?.i
./ ( ?. r., NIGH )\
:? ., - PK s
COUNTY
ERFORD
RUTH
_
_ J ?
.`•
? C•
.,;.I /
.• •\
p I
G `
_
/
ti
SILVER CREEK
d- \
O
\
(
?
KNOB .?•
KNOB .
IOL
Y
,? ,
?? / / •? / BLACK MTN.
Luckadoo Mountain Road: begin project at survey station 0+00 in ELEV. 2614
SR 1723
,
the centerline of SR 1106, thence in a northerly direction for a distance of i
1.74 miles, to the end of project at survey station 91+74.
174 feet
9
,
, P c1
k \ ??j; 1732'735
1731 \ • \ i
- ' 1700\ (
a. e
l
/ "
'
.?•
I \ 0
/
1728
RK !Cane
\ 1733
... ?
FO
/• Creek ._??.-?] .>
1733
• CAMEL KNOB MTN, Ch5 p 2.2 ,I
..
0 r
.^
b 173
/ ELEV. 21241 p 1512
• 't;- 1700 .. 1809' _p(IW ,NaC i
1736 7 i
' •I I 1512
! \GOICen VCe7
ti 1727, 1 1716W
17371
' ( \ ? I IT26 1
_
t ` •/1516 N Ina e. .1723
/
r I
• j CARSON MTN. \
l ss 30'
_
• 1515 1723 1006
( / .? 17(11 ( 2 '
/ I
( / .' J 0 > Wr SI9r9 17m
) 1761 (
1799
"
.5
,• '> (
p 1713
'713 LOOKMTN 1749 1740 I m ?+Mlp `
• ( 6 17- /1730 ', .? 17 39
1006 1763 \ ?
l
\
I ?
'•?• / 1721 0 ,5 1612 •L ./? Z
'y
;
1738
701 rzl\' :1 I \
1713
?
17aa R \- /•. -?
1720 p
P
rt 5 J•I /y0 - 1716 n ! \OJ \ 17.6 1.4 ,• i
•,
'• • 1717
•
•
(Y
o ?:
?. s1 y ? -
s
' )Yriw 1715 /
/
•
1718 , 2 6 ,
765
17-2
"I ?'/' ?• _ /
• ' 1702 1716
l •
\
`'
Y b
1719
•
i
/" N 1705 1748
I
j:
m ! 1715 1713
1807
\
3
v
1714 ,J (
y
1 1767 1789
(
/ '1706
1707
.6 g( ? ` I a 1811 4?p ? '' I
( 0 100] • 6 5 ?. SyrM11+ -- `,2. 1797
i
-
Na
1706 .•L558 1 1785 1
9 B1o. - •i?
,
586
/ '• \ p( $y-nshlne P1753 (y ?DflnpJ•
.(. I
Ch
'. - Ch. 81006 ?. apj '.f
I
\
(??
1754
ti
1751
p 1'/09
1"6
C-t
i
t
V-
Ch
J•
il
.
A
rpo
r /
.
W
son
N 55
-
tl ,17 I 173 .?l`.
] 1706
?
ti I
-
N 1?
-
100
1752
6 1]13 %6
C'\ I
p
'
'
\
' 559
m 171o•
,
1538
----\ 7J'7J•
TINE A
/
MI.VMnv1
---
1758
L• •?..-.. ,? .? 1769 .6 9
m
•\ If/•eIJ 1757 •?,
Mt. 'n : T• I. 11757
.
`J I f ) Olivet"': ' S
'. 1769 Ch. 1759 •a
\ \ (
2 i
t?( '•J 179
1760
C eeE W
I
t wmi h W i
\ 17%
P I
\ j1
'
]fill
17
66 b /
\ •' \O' (• C • • ? \
'?
2 _aKUTN
Cleee
_ __
•101. i 1? - -.
1 ]60
-
, / \ 1787 1762 / I
( T •0
O
_ _ _1/ 6qM I 1766
7 1765
.. 176
.. f is
a 505111
C
\A"
/ I
363
POP.
7. 1766
-
.
$ r
?`
\ S r
/tt`p
P
6
J
B
•1763
L
?
I
. e-
1765
v SRNDALE
1 ? \ 11 \ 762 L I
y
1
?
1 \
101.7.9]5
_
_
• 6
_
1793 1 ?78
/
' •
A
'
g
6
r
C!j
4'(ky. l 1762 (tr /
_ _ _ _ C5* /
]a
V
17x9 9
1]93/
,
1776•) ;.I
•\ •1 \ \ /.:i l-_? / / tWEC
- -
•
, /
_ 4 r----
1762 Q
r FORM-CftY
\
1
I J
\
Iron. 7M0
•
, 17
9 % 73YC
?.
_ 1.3 jq ?7 \ B1FNtOR017 ? 17? ?..
•t 74
221 \ 10f. J7S 1
1781!-,/-'/