20010458 Ver 1_Complete File_20010328

OF W ATF9PG Michael F. Easley
Governor
r William G. Ross, Jr., Secretary
>_ y Department of Environment and Natural Resources
O Kerr T. Stevens
Division of Water Quality
April 30, 2001
Haywood County
DWQ Project No. 010458
SR 1508 (Glades Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. C.R. Styles, P.E., District Engineer
NCDOT
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 impact 35
linear feet of unnamed tributaries to Liner Creek in order to improve SR 1508 (Glades Road) and
replace/extend two pipes in Haywood County. The project should be constructed in accordance with your
application dated 14 March 2001 (received 28 March 2001). After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the
U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 permit unless otherwise specified in the Water Quality
Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit 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 the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
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.
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
2. Stormwater should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground-disturbing activities to provide long term erosion control.
4. The culvert required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Culvert should be buried one food below water level in order to accommodate aquatic life. Existing
stream dimensions are to be maintained above and below locations of culvert extensions.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2 _
5. All work shall be performed during low flow conditions.
6. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
7. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
9. Use of rip-rap for bank stabilization is to -be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap should be limited to the stream bank below the high water mark,
and vegetation should be used for stabilization above high water.
10. Rock silt screens at culvert outlets should be removed at project completion.
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, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. 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,
Stevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
MEMORANDUM
TO: John Dorney Regional Contact: D. Keith Haynes
Non-Discharge Branch WO Supervisor: Forrest Westall
Date: _
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1508
Project Number 01 0458
Recvd From DOT
Received Date 3/28/01 Recvd By Region
Project Type road widening
Certificates
Permit Wetland
Type Type
14 Stream
Mitigation
MitigationType
)Y ON Stream Stream Impacts (ft.)
Wetland Wetland Stream
Impact Score Index
1 Y -@)N F- 5-22-1
Class Acres Feet
Prim. Supp. Basin Req. Req. ME_
c TR 30,405. F I I - I -
Wetland
Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y pp N Did you request more Info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y Q N Recommendation: Q Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 353609 Longitude (ddmmss) 825324
Comments: a,4, l',Tt
County Haywood
County2
Region Asheville
cc: Regional Office
Central Office Page Number 1
AL
d M STAT[
o?
STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
March 14, 2001
Haywood County
SR 1508 010-458
Mr. Steve Lund, NCDOT Coordinator
U. S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Dear Mr. Lund:
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1508, Glades Road in Haywood County. In
order to construct this project in accordance with our current secondary road standards, and
due to the replacement/extension of two (2) pipe culverts in two unnamed tributaries of Liner
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 for
the pipe replacement/extensions in the unnamed tributaries of Liner 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 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 installation and will
remain in place until the project is stabilized.
A
rTi ..'
C7 -1
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
,AIL
Mr. Steve Lund
Page 2
March 14, 2001
By copy of this letter I am asking Mr. Owen Anderson, 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. Anderson and
Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), 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.
YoA7, ly,
CI 'e
C. es, P. E.
Disngineer
CRS:sd
atta.
cc: Mr. R. G. Watson, P. E., Division Engineer
Mr. Mark Davis, Division Environmental Officer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Owen Anderson, Habitat Coordinator W. Mtn. Dist., NCWRC
Mr. John Dorney, Water Quality Certification Unit, DWQ
P.O. Box 250, Bryson City, NC 28713 Phone [phone]

DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
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.
1. OWNER'S NAME: NC DOT - District Engineer: C R Styles, P.E.
2. MAILING ADDRESS: P.0 Dra\,Rr 250
SUBDIVISION NAME: N/A
28713
FROM
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: ???, { I o (-) 8 NEAREST TOWN OR CITY: C (?.? ? P
CIFIC LOCATION (INCLUDE ROAD
I t
NUMBERS, LANDMARKS, ECT.) 5 j2I'5
IMPACTED OR NEAREST STREAM/RIVER: Ah iAh r "?±,y
1 (DErri r.l"s C, Tr
RIVER BASIN: ??CY)(!.(` , f L?c? r1
CITY: Bryson City STATE: ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF D
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME)
Ak
(a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [" NO M IF YES, EXPLAIN:
?Ern LIa- ; C Ti--
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES F1 NOA
[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 E] NO R 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 E] NO>? IF YES, DESCRIBE ANTICIPATED WORK:
(a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION:
FLOODING: OTHER :
DRAINAGE :
TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours):
WIDTH
FT
FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
AA
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAI-NING 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'/?" BY 11" DRAWINGS
ONLY): To widen and pave SR iSoe to meet current NCDOT Standards by use of track hoes,
bulldozers, durrp trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK: Sarre as above in # 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)
Tn „a i n tha npdal width to build SR 1:5n9) to NCDOT Standards. All Channel changes will be
constructed in the dry Rip rap will only be used for bank stabilization. Alders, Red Maples,
Black Walnuts. Will m Sycamores Dom gods etc will be re-established on the banks. All
pipe replacements will be placed slightly below the existing streanbed gradient so natural
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 by 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? YES 9 NO Fj (IF NO, GO TO 18)
.6,
(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 p NO ? N/A
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 [phone].
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 I 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?
Rural koodland, Racidpntial
(0 IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
(g) 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
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AG N 'S SIGNATURE ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
4

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SILT BASIN - B
TEMP SLOPE DRAIN
TEMP SILT DITCH
EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING
RI P RAP

T
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,:--- EGR

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
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
17 March, 1992
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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 CRrmRIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March, 1992
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ROCK PIPE INLET PROTECTION TYPE-A: ° a
0
a
A rock pipe inlet protection type-A is a horseshoe shaped f the structure. The type lAin
sediment storage area around the outside perimeter
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 type-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 CRI'T'ERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or 1#57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992

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March,1992
ROCK SILT SCREEN:
A
A rock silt screen is aloes-level dam structure to be used pans streams yb below
running water
sites. Rock silt screens shall be used to trap sediment ported
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 cons fiction site. The trapped sediment
shall be cleaned out before the device is removed
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 CRTTERIA:
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
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38 March,1992
1 G
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N
unvTrnnn CO.
ROAD NA!vi GLADES RD.
S_R 1508
_
W 0 6.942144
FROM SR 1503 (95501) TO DEAD END
ADD ITION
IMPROVEIr1ENT
TO BE PAVED YES
P POLES TO BE MOVED 1 U,1 CLY ?=
T. POLES TO FE MOVED
R lW WIDTH 45'
SCALE 1 11 = -so'
DATE 4-1-99

,,2 5

3
EROSION CONTROL
DETAILS AND
?S
SS

td" t7 s rIQf1orl 91imho
245.03 Temporary Silt Ditch
_T30
245.05 Temporary Diversion „••_,•._.••;_„•••••••• TD
?1_•
893.01 Temporary Slit Fence ......................
890.05 Temporary%"3DIope *Drain with Earth Berm ,•,•_,,.•• +-
245.01 Salt Basin Type A
245.02 Silt Basin Type B 892.04 Temporary Rock Silt Check •Type-A..........
895.10 Temporary Rock Slit Check Type-B
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock Sediment Darn Type-B
897.01 Rock Pipe Inlet Protection T e
897.02 Rock Pipe Inlet Protection T e-B
894.01 Rock Silt Screen
.............................................
245.04 Stilling Basin .._..
Rock. Inlet Protection:
896.01 Type A ..........................-...: A •• OR •• A
896.02 Type 8 . ............................... B tu! OR •• Q
896.03 Type C
............................... C ?.. OR .. C
12
March, 1992
11
?...:'?. • :.71 1 • 1 l:..t _. • . . • . . . . . . . . . . . .• . . . .
R ailroa ...... .
Control of Access Line-•'..... • • • • • . a
Slope Stake Dine ..................... -
l.• -Wood s ...
T ' .. ., • ?;r •l?li Pole ......... if:%is•t• -a- I ?i'ilot' O•
elePl?unt ai:? ?Ic.?ra
Tower Pole and Line... • • • • • • • • t • -" ' 4 -
.b i
It:1 tS'
Power Pole . • . ' .' .........:. ........ • a S I_II'Itnl'
-1Jasenicil! Lille. .. ..
• ? T 1 T T /•
Guard lZail ..' ........................ . ..
Sa?nitar} Spwer-Line.::...... • .. • .. • . --?- s - 5s
Water Lint .
. G a 5
Gas Line ............. .................
••<IS1'tN G
Chair Link- Fence . • • • . • • . •
Woven Wire Fence ..................
• ''??-?
Refor St., I .......... • ...... f
Temporary Silt Ditch
Telliporarv Silt l? ei1c:?l .
Teniporary.Slope •Draiti .: .:............. • . . .
r
Lal•ril?l• .•. l ........ ....M.. -
Brush
SUc Check Dam Type A• ............... .
Slit Check Dam Type •B ..'.... • •
Sitc Basin l -pe'A'...:. • .... ..'' .--t
Silc Bashi T31)e B .................... r
RocicSilcCheclcDam.... ...................
2al.Lh 13ci'm .; ...: ................
Temp.' Slone Ditch Check.... • • • ,•

Fa-
nlnr??n

!

31 - -op
USE ONLY

-'5 14
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3
• /? ; " ?;, :? .s/??? - % l_ E.vG7 :SN 4 /-" .7?/s7"?rcBED ,9R?"R -

BENNETT' BEST
537 BALD C.T= RD
=, N.C. 28721
(4)
5+00 5+00
I
a i
1 I
1I?
3+00
}
c
KENNETH 14. BEST
37 GLADES RD.
CLYDE, N.C. 28721
(2)
TERRY ROGERS
120 AFRO MD ?LRFS RD.
=E, N.C..-2?721
(5)
3+00
CARROLL EUGENE HILL
ZZ: 3679 LRER CP= RD.
CLUE, N.C. 28721
(3)
1+50
419'
0+00 . t
0+00
R-
RANDY BEST EXCAVATING INC.
3659 CRABIREE rLLiNMN
CLUE, N.C. 28721
(1)
LILLIE 11. FIE
367 GLADES RD.
CL'd)F, N.C. 2,8721
(7)
vi"
10+00
9+00
DAVID ROGERS
5190 CARBIREE HN. RD.
C1,YDE, N.C. 28721
( 6)
BENNETT BEST
(4)
25--
16 -
19 "•
1 N?IE: MI SFA.6+15-6+60 P= Rnd TO 18' RT. OF Cl
IUD
C i SD%. 6+52 S= IN=E C=- LE M
20 - - TD BE RN`IJVED.
6+85
10+00
LUELLA 11. GILLILAND
ADD 18" arp 37 rENM 03VE RD.
CAE, N.C. 2$721
9+00
I
BENNETT BEST
(4)
415
5+50
EK SLR 15"arpl
REPLY 18"arp
5+00 l 15+00
TERRY ROGERS
(5)

15+00 15+00
I .
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LILLIE M FIE
(7)
11
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10+oG I
4 5•v
1
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LUELLA M GILLILAND
(9)

20+00 20+00
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STA. 18+:0-21+20 (class A) Sa E
w l I
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LILLIE 11. FIE
(7)

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15+00 l
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j E!?SI'Ii? 72"
E=D E=&UTIT L 6
LUELLA 11. GILLILAND
(9)
A
4

15+00

BRUCE W. MEDFORD
605 GLADFS RD.
CLYDE; - N.C. 28721
(8)

LILLIE M. FIE
(7)
25+00 C? 25+00
I ? 'V
I

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v
21+80
ROBERT MEDFORD
1434 FDPEI-EL RD.
PM HILL, S.C. 29730
(10)
V L
2+75
LUELLA r1. GILLILAND
I
41
I I
RIP RAP M.
I
20+00 ` I
20+00
30+90 30+00
SHEILA M DUCKETT
I /907 1= OAK RD.
jt1Y?F, N.C. 28786
4 , (11)

BRUCE W. MEDFORD
(8)

?I

41 511V
25+90
I 25+90
ROBERT MEDFORD
(10)
35+008
I
35+00
Il
I
BRUCE W. MEDFORD
(8)

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RED 18" arp
4
I -44
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30+00
SHEILA M. DUCKETT
(11)
i40+00
d
40+00
=i' I I
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BRUCE W. IIEDFORD
(a)

SHEILA 11. DUCKETT
(11)
?I

MIS= 1s" crrp
RalAl 18" Qnp
I
35+00-
35+00
45+00 45+00
LESA MEDFORD JORDAN
144+75 (14)
I
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E=G 19'
I RElACE 18"
I
I
I I ZETA MEDFORD WOODY
1773 LITTLE FAST FCRK
CAL11ILN, N.C. 28716
(31)
JAMES CARROL HENDRICKS
C/o JAMES E. HENDRICKS
585 RAU LTFFE ?
;TALE, N.C. 28786
(12)

I Y
42+00
SHEILA M DUCKETT
(11)
V. 4-
t
40+25
BRUCE W. MEDFORD (8)
40+100 1
40+100
46
18" arp
JAMES C HENDRICKS
C/O JAMES E HENDRICKS.
(12)
?I
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45+00
I 45+00
LESA MEDFORD JORDAN
(14)
55+00 M 55+00
I
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JAMES C. HENDRICKS
C/O JAMES E. HENDRICKS
(12)
LESA M EDFORD JORDAN
(14)
?I
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50+00,
I
50+00
60+00
I
DAN K. BEST
3133 LINER CREEK RD.
CLYDE, N.C. 28721
(15)
3:-7I
55+85
JAMES C. HENDRICKS
C/O JAMES E. HENDRICKS
(12)
55+00.
60+00
' i
E-15" arp
° MIA E 18" arp

.f
LESA MEDFORD JORDAN
(14)
i??1/18" arp
RE= L4" anp
55+00
BILLY F. BEST
CFO 42
BFRFA, KY. 4OV4
(17)
11
ADELINE B. HOLDER
2570 SFPJhU DR.
MMTA, M. 3OC80
(16)
L
DAN K. BEST
(15)
65+00
64+10
I
?I
61+50
r
I
60+00. I
65+00

I
60+00
LESA JORDAN
(14)
WALLACE W. HILL JR.
410 IaMAIE RD.
SYLVA, N.C. 28779
(19)
DEANNA HUGHES
46 =CR O=
CLYDE, N.C. 28721
(18)
70+00 70+00
I
-? I 46
69+20
ADD 18" rnp
I

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BILLY F. BEST
(17)
66+10
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65+00
65+00
LESA JORDAN
(14)
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