19991010 Ver 1_Complete File_19990921

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State of North Carolina
Department of Environment
and Natural Resources `
Division of Water Quality
James B. Hunt, Jr., Governor D E N R
Bill Holman, Secretary Kerr T. Stevens, Director
September 30, 1999
DWQ# 99-1010
Graham County
NCDOT
P.O. Box 1551
Andrews, NC, 28901
Attn: Mr. B.C. Burch
APPROVAL of 401 Water Quality Certification
Dear Mr. Burch:
You have our approval, in accordance with the attached conditions, to construct culvert extensions
associated with the widening of SR 1219 in Graham County, as you described in your application received
by the Division of Water Quality on September 23, 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3103 or 3108. This
Certification allows you to use Nationwide Permit Number 12 or 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 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646.
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
I. A -..'
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Sincerely,
Kerr T. Stevens
V
991010
v %%J
JAMEs B. HUNTJR.
GOVERNOR
STA'T'E OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
SR 1219
GRAHAM COUNTY
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Picld Office
Rill. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N. C. 28801-2714
Dear Mr. Johnson:
?a STAn
September 3, 1999
??)I (S .SUe?
iv
PAYMENT
RECEIVED
DAVID MCCOY
SECRETARY
The North Carolina Department olTransportation (NCDOT) is proposing to
grade, drain, base, and pave SR 1219, England Branch, primarily along the existing
roadway. In order to construct this project in accordance with our current secondary
road standards and due to the proximity of a trout stream (Sweetwater Creek and
tributaries, DEM WS III - Trout Water) and extension of pipe culverts, we are
requesting authorization under$ection 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control,
stream, stream bank, and construction limits and various sites along the project where
we will be in conflict with the streams. In addition, I am sending a typical section of
the road, cross sections, drawings for pipe culvert replacements, general notes and
standards on some erosion control measures, and a marked map. We propose to
install all the new culverts slightly below the existing streatnbed elevations where
bedrock is not encountered to minimize impacts to wildlife habitats and allow the
existing stream gradients to remain as unchanged as is physically possible.
Andrews District Office
1'. 0. Rox 1551, Andrews, N. C. 2890
1, IA y
Mr. Bob Johnson
Page 2
September 3, 1999
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 are being
effectively controlled. If the planned devices are not functioning as intended, they
will immediately be replaced with better devices. The rocksilt screens and other
erosion control devices will be in place prior to pipe culvert construction and will
remain in place until the project is stabilized.
By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlife
Resources Commission (NCWRC) Western Mountain Region Coordinator, to
comment directly to you concerning the 404 Nationwide Permit Request.
A request will be made on this project for a temporary encroachment in the
Trout Water Buffer Zone of Holloway Branch and I am asking Mr. Davis and Mr. Ed
Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me
concerning the Trout Water Buffer Zone Encroachment.
Also, by copy of this letter, I am requesting authorization to proceed under
Section 401 of the Clean Water Act from the Division of Environmental
Management. (A check payable to Division of Water Quality in the amount of
$200.00 is attached to this application with the new fee schedule).
We would like to begin construction as quickly as possible. If further
information is required, please call me at [phone]. Your early review and
consideration will be greatly appreciated.
Sincerely
Brian C. urch
County Maintenance Engineer
B C B/rr
Attachments
cc: Mr. Richard Phillips, P. E., Regional Engineer DENR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Eilvlromllental Engineer
Mr. John Dorney, DWQ, DENIZ (with attachment)
Mr. Mark Davis, NCWRC
Mr. W. D. Laughter, 'T'ransportation Supervisor III

DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 24r,
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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME :
2. MAILING ADDRESS: o . "Kz 16.?l
SUBDIVISION NAME:
CITY: ?fi?/b,eEJ? STATE: we ZIP CODE: 2'B9z7I
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) ?.c° /Z/?fi?GLAn/2?Ai?CN,?19? /i?
3. TELEPHONE NUMBER (HOME):
(WORK)
4. IF APPLICABLE: AGENT'S NAME OR RES ONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: 0` C ..ecIv 1,5
3Z/-?/o5
f o . ?x 155 &/C 9o PP. ? 4M
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: ?,P14i5/Ar?1 NEAREST TOWN OR CITY: F&A/sV/ F
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NUMBERS, LANDMARKS, ETC .) : '-:?e /Zl 9 - ?n ZAn/L) ??An/Ge-1 .?o.4b
6. IMPACTED OR NEAREST STREAM/RIVER: f7 ?c OAK ?E-/lLanlDl ,C?tl
RIVER BASIN: 677"G? l.?/??SfF
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
/ ?SiJ£?Twr+nE,e
SUPPLY (WS-I OR WS-II)? YES [,/I NO [ ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF C ASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [
7c. 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?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [?r IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [VT IF YES, DESCRIBE ANTICIPATED WORK:
9a ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 9'7 AC.
.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2
,., A
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
EXCAVATION:
OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: -30:5-.f' 0 FT AFTER: *40 FT
WIDTH BEFORE (based on normal high water contours): ?0 FT
WIDTH AFTER: All - (p FT
AVERAGE DEPTH BEFORE: /0 FT AFTER: /.? FT
(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 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: 8 1/2" X 11" DRAWINGS
ONLY)
//,.?E o,?"-???'?'?Jia ?So ? 1 ?l??Y s ?v'-?l ? 'c??°?90'? ?4??? A Z'?o'G?n?,?Ec
?..?J..a,?Lf /?r9C.U? e? r4,JZ? ,l_aAr?f_„e G.?iGC ? Cfi>G/?ie2? ? ??.Qv?r
?P?_?ti?tj?ns?.?.?x. CJFL ??,G,E
13. PURPOSE OF PROPOSED WORK: /p ?Jica?P? Gt .?tey? ??G?6^?ri1c c3eGonc?arS4
3
*I A'I
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) 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 OR THE USE OF
PUBLIC (STATE) LAND?
YES K NO [I (IF NO, GO TO 18)
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 W
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO (I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
i&• 4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR 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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
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.
te?e-. WHATT? IS LAND USE OF SURROUNDING PROPERTY?
Toe,T .Toc? ,2C ?? , 7?i9,eri? L??n? . AE-f/ DEnJ77?L
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. 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
ENVIRONMENTAL MANAGEMENT (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.
R'S T'S SIGNATURE
9/?. t p'/'q ; ? ?
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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lit. Ill? __, .1 LL 6 fL??1-1 t 4 N /•
?1f+Od1 lift 11,1 ` ISwIM MID ????•
lei
No-d
of 11to ii11 75 20'
` 0.1.1
S PAS k > f 1? ATE-A A
? -ice _ ?..
u>t 1.II1 t]1foA
M n n O r
ID D +? 1 • (? e
1107 ,? ,
Milltown 0
b V , !? f 1 fj° 6 O
1111 t!
1,or ? 6
.l a
• 'e 101
110, ?., ,
so-* ' i,r
l11r
list ? 110. ? 1fa .r1 Ilei \ e? ? 6 ?+?? a ??? ,
Mr" rrt I
lion } s , G ?. ?? C 1100 ?
• 02 1tot 1 Ito$ J?,?•
ties P Is x 1100 11 /
`viol tf 1 ,?
f o1As1.
V ?•Ff ` 1101 _?f?_ ,??1 11 , If
,l\ V'4tr
IIYAHJktff
RAID N _ 1x'13' '
.v?•"r'?.S .??.? fOprOn
L-
1 I
• e
?o
I, 1 5 rn? (,?S
II
GRAHAM COUNTY
Gralfront 6
?JO U1?TTY: GiRA.H?X M
ROAD NAME: ENGLAND RRANCII RD. ROAD NO. SR-1219
WORK ORDER NO. 6.93208'
FROM STA. 0+00 ON CENTER LINE OF N-C.-143 1.15 MILES
TO' STA. 60+80 AT END OF i'ROJECT
ADDITION: YES NO xX
IMPROVEMENT. FE;X] NO
TO BE PAVED: YES xx NO
GUY WIRES t,
POWER POLES TO MOVE: YES XX NO
CABLE BOXES 1 .. 1 GUY WIRES
TELEPHONE POLES TO MOVE: 13 YES xx NO
RIGHT OF WAY. xx 50'
RIGHT OF WAY:
1 1 45'
SCALE: Y " = 50' I 60' ?imm DATE: 8/21/98

1 1/2: 1 slope
4771 Z.
orJlatter ?-------- I 9'
' 6' '
i SHLD.
-- • - • ------------- ---
I ?
1:1 slope
orJlatter
1 I /.
9'
9 ,
SHLD. ,'3'
I DITCH '
- .J
PIPES.XLS
PIPES
PROJECT NO.
STATION SR-1219
SIZE FLOW ROAD NAME: ENGLAND BRANCH
LT. RT. REMARKS RD.
1+80 EXIST. 18" "m REPLACE WITH 2411 GMP. RT. TO LT.

11+20
EXIST.
18" Ad -
REPLACE
WITH
18"
CMP.
RT.
TO
LT.
15+05 EXIST 18" REPLACE WITH 18" CMP. RT. TO LT.
17+00 EXIST. 60" REPLACE WITII 60" CMP. RT. TO LT.
19+40 EXIST. 60" CM '. REPLACE WITH 60" CMP. LT. TO RT.
23+90 EXIST. 15" REPLACE WITH 18" CMP. RT, TO LT.
24+20 EXIST. 15" REPLACE WITH 1811 CMP. RT. TO LT.
28+80 EXIST. 18" REPLACE WITH 18" CMP. RT. TO LT.

33+75
EXIST.
18" -AM -
REPLACE
WITH
1811
CMP.
RT.
TO
LT.
37+95 EXIST. 6" REPLACCE WITH 481- CMP. RT. TO LT
44+30 EXIST. 18" REPLACE WITH 2411 CMP. LT. TO RT.
45+70 EXIST. 24" REPLACE WITH 36" CMP. LT. TO RT.
51+20 EXIST. 18" ? REPLACE WITH 24" CMP. RT. TO LT.
55+45 EXIST. 18" REPLACE WIT11 18" CMP. RT. TO LT.
58+65 EXIST. 18" REPLACE WITH 18" CMP. RT. TO LT

7J
Poled
POLE DATA
ENGLAND BR. RD.
PROJECT: SR-1219 SHEET NO.
COUNTY: GRAHAM CO. - 93
WORK ORDER NO.6.932085 OWNER OF POLES
NANTAIIALA POWER & LIGHT CO.

POLE DIST. FROM
CL OF
PRESENT RD. DIST FROM
CL OF
PROJECT DIST. TO
CL OF PROJ.
AFTE MOVE
STATION NO. RT. LT. RT. LT. RT. LT. REMARKS
-CW s MOVE POLE 25' LEFT OF NEW
5+90 16' 13' 25' CENTER LINE
74 MOVE POLE 25' LT. OF NEW
50+40 19 12' 12' 25' CENTER LINE
i-GW's

55+65
10'
7'
25' MOVE POLE 25' LT. OF NEW
CENTER LINE

fol

Poled
POLE DATA
ENGLAND BR. RD.
PROJECT: SR-1219 SHEET NO. 1 OF 2
COUNTY: GRAHAM CO. - 93
WORK ORDER N0. 6.932085 OWNER OF POLES
G T.E.

POLE DIST. FROM
CL OF
PRESENT RD. DIST FROM
CL OF
PROJECT DIST. TO
CL OF PROJ.
AFTE MOVE
STATION NO. RT. LT. RT. LT. RT. LT. REMARKS
1-GW 74
9+35 1 14' 14' 1251 MOVE 25' LEFT
1-Gw 74
17+70 5 ' 5' MOVE 25' LEFT
74
19+90 6 14' 9' 25' MOVE 25' LEFT
1-Gw 74
' ' 251 MOVE 25' RIGHT
74
25+65 8 11' 11' 25' MOVE 25' LEFT
i d4
28+45 9 0' - 10' 25' MOVE 25' LEFT
1-Gw 74
29+85 1 14' 14' 25' MOVE 25' LEFT
7 [?
31+87 11 9' 9' MOVE 25' LEFT
I-Gw 74 a
33+30 12 7' 9' 25' MOVE 25' LEFT
1-GW 74
36+28 13 10' 15' 25' MOVE 25' LEFT
"1-Gw 74
314+79 14 13' 13' 25' MOVE 25' LEFT

Poled
POLE DATA
ENGLAND BR. RD.
PROJECT: SR-1219 SHEET NO. 2 OF 2
COUNTY: GRAHAM CO. -93
WORK ORDER NO. 6.932085 OWNER OF POLES
E. T. E.

POLE DIST. FROM
CL OF
PRESENT RD. DIST FROM
CL OF
PROJECT DIST. TO
CL OF PROJ.
AFTE MOVE
STATION NO. RT. LT. RT. LT. RT. LT. REMARKS
74
1
41+57 15 ' 13' 25' MOVE 25' RIGHT
74
48+05 1 18 8' 8' 25' MOVE 25' LEFT

STRSal
srn.I s+oo I ty
T- 04-
PA-m? a
510' Sin S t
. RIty i
4.50 4.50
I
(3) 1 (2)
1 C ? eL? DA-PA,S -Sr)ACe
4-00 . 4.00 ------'? S D t<-(,-l (e
?^ of
I
I
GRACE GARLAND 1 ILLIE L. GRADY .--
EUGENE KENDAL
RT. 2 I 36 WINDSOR DR.
RODRINSVILLE, N.C. 28771 2.50 1 2.50 TUSCALOSSA, AL. 35404
I v T?,P9 Cl?cck t7?1?^ S
I
]•OWO I_ 3.00
I
I
1 S ! v -T I-JC U
2.50 2-50
5 1 0'
?XxZ
R I IV
I EXIST. 18" CMP. TO DE REPLACED
pct' ( i•0o WITH 24" CMP. RT. TO LT.
2-00 ?? - I- STA. 1+80
(3) 1650 _ I 1.50 (2)
I
PL STA. 1+20 STA 1+?20 PL
?L-
pp BRIDGE: 40x19'
1400 A ?_= ?• rROM STA. 0+70
(1) __? - TO STA. 1+30 (1)
ca (
z
N.C.D.O.T. c 1 N.C.D.O.T.
-4
0-50 0.50
0L 1
N
1
510
RIty
0+00 I 0+00
nr.rTWI "nnTr.rr nm Cmn n,nn n?i rftnlTV" t imi.. nr r.i r IAA 1 1S MTTFS
STRSa? 10+00 ( 10+00
I
5 10.
I? w
6.50 .
I 6.50
(3) 1
I
I

I
I
I
9-00

6.50 1

I
6-50
I

I
I ILJ
6.00
I 0-00

1.50 I
7.50
510'
Rlw
I

,-00 I

I
I
7.00

' 6-50 I
I

I

6.50
I

3) I
I
6400
- I
I 6-00

5050 I

I
5.50
I
s 10`
-'RIw - --?
Sf00 I Sf00
(2)
C2)
STRSa2

STRS43 1Sf00 I 15+00 SrW3

?? c'I ! ('?? r !' 'i 510' T t, pe 8
LT Pf, s ri
( .
BEAGLE
) d?
R W
I '
Y 3 Z?
I`

14-50 14-50
(4)
I

PI. STA. 14+00 1 At 14'00
I
I

11,50 I
I
I , .
?I

17,5o
(3) I
I
I
MRS. ZORA SLAGLE
02,00
( GARLAND ) I_ v
I
I 13,00 RT. 2
ROBBINSVILLE, N.C. 28771

12450 I
12050
510'
i R I IV
I

12,00 I
I_ .
I
I
12,00
I
I
(4)
11,50 _
I! v 11,50
STA 11+25 PL

ii,oo EXIST. 18" CMP. TO BE REPLACED
WITH NEW 18" CMP. RT. TO LT.
STA. 11+20

(3) I
10,50 _
I 10,50
I
510'
RIIV
10+00 1 A. 10+00

STRSO-4
r? To,-r
Sn?n Q ??ti
20+00 I
v
5 0'
I
lot
20+00 p ST(1014
.11 R I IV \
e0 EXIST. 60" CMP. TO BE REPLACED
Aer -4 WITII NEW 60" CMP. LT. TO RT.
STA. 19+40
I
ie?oo I ?I
I
(SLAGLE) I
I I
MOVE BOXWOODS OFF R/W ie\so I
FROM STA. 18+70 - I-?
TO STA. 19+00 I
I I?
V
n;oo ' 86- I II
?.p I W
"y ko
103
11450 I_I
R Op
I
14
100
10400
CHANNEL CHANGE RIGHT OF STA.
17+00 THRU STA. 19+35
ia6' BRANCH
PROPOSED CHANNEL
16' FROM NEW CENTER LINE
TO BE RIP RAPPED
16400
EXIST. CHANNEL
50
yoe !'>
- - - - / ?? k 3X2
I
A? I EXIST. 60" CMP. TO BE REPLACED
I WITH NEW 60" CMP. RT. TO LT.
STA. 17+00
ieso _ I_ ie#s0
I
I (4)
I
iefoo - I- ® 18.00
I (SLAGLE)
I
I
15-50 A is.5o
I
(4) I
s510, EXIST. 18" GMP. TOO BE REPLACED
RIIV ? , WITII NEW 18" CMP. RT. TO LT.
STA. 15+05
1S?iO ®- 1_ 00
smsas
(4)
(SLAGLE)
( 4 )
. LIP. Vj
t STR504
I ? ? r> 3
_ (4) Y
510,
74450 ?_ 1 7/50
I EXIST. 15" CMP. TO BE REPLACED
I WITH 18" CMP. RT. TO LT.
- -I - - STA. -24r+-2@- X4.4 '70
24,00 1 Y ,??)! , _ ??..)P
i
-.- =1= -- 1( X
I
I EXIST. 15" CMP: TO BE REPLACED
77050 . 23-50 WITH 18" CMP. RT. 'TO LT.
I STA. 23+90
I
I
I
77.00 . 77.00
I
I
I
I
72-50 27#50
510
R 1 IV
I
I
I
77.00 . 7700 ( SLAGLE )
I
I
I
71050 21#50
I
I
I (4)
21#00 . 21#00
I
2-0
' 1
30' I %
REDUCE R/W TO 20' I
LT. FROM STA. 20+00 1 .
TO STA. 21+00 67 7o?so 70.50
FOR ONE STORY BARN
510
25' RIIV
220+00
20+00 I -T
M545 30+00 1
(4)
(SLAGLE)
291501
29100
?0>
28150
261001
211501
21100
26,50
(4)
26100
25130
1 ' 30+00 STR50-6
I
510'
R 1 IV ;
I_ . 29130 y7
/) P
(4) r
t
I "
I C)
I-L1J 29/00
I L-A (BEAGLE)
I
I
28150
I EXIST. 1811 CMP. TO DE =REPLACED
WITH NEW 18" CMP. RT. 1 STA. 28+80
I
- (, -' 26100
I
I
I
I
_ I 2115o
510.
R I IV
I
_ 1_ ? 21100
I
I
I
I
28130
I ? (4)
I
I
I
1_ . 26100
I
I
I
_ I - 25150
I
I
i 510-
R 1 W.. .
I
25+00 .25+00
STR50-7

(4)
(SLAGLE)
(4)
STR30-7
(4)
r?
i
33•so »•so
1 EXIST. 18" CMP. TO BE REPLACED
I WITH NEW 18" CMP. RT. TO LT.
STA. 33+75
3t3+00 _ _ ( ?
I 35?+OO
510.
R I IV i
3?•so _ (_
I
I
I 34.50
71.00 1 71.00

I

37400 I
__ I.
I
I
.
37.00
I
I
I
37.50 _ . 77.30

R I IV
I

37-00 I
I_
-I
I
.
72.00

1.50
7 I
I

I
I
I

71.50

31.00 I

I
71.00
I
I
I
30.50
I 30-50
I
510-
R I IV
1 v
30+00 30+00
(SLAGLE)
(4)
1
SIRS" 40+00 I 40 00 SM5"
,I
R IV
I i
76,w .
I 76,w

I 1
CIA 00
(4) I
(4)°x%0
1 10100 I
1
70,00 .. _
__.
I
(SLAGLE) I 1 w
C4??lc

76150 . 76150

r

76,06 _ - _ !_ - -
I tJ ?20?"C ?TJ2.EftM

-111 / I EXIST. 36" CMP. TO BE REPLACED
' r I WITH 481, CMP. RT. TO LT.
• h\ v 17150 -
51
\ 11'50 STA. 37+95
V

I
77,00 (_
1
I . 77,00

9 I
1
(SLA,GLE )
76150 _ I
I
I v 16150

76100 I
I
- I-
I

.

16100

(4)
4!1'c I
I
(4)

16,50
C7
1 510-
R I IV
35+00 1 ® 38+00
i
S1R5a9 Q S tOO

4.30 .

v I
I
510,
R I lV
- 1-
I
44.oo V -
(6)

43.30

. I
I
- I-
I
I
I
43.00 . I-
I
I
I

42.30
- I
510'
R.L. CRISP RIW
RT.2 1
ROBBINSVILLE, N.C. 28771 I
4200 V I_
I
? I
4i•so
V -
- I- -
(6) I

41400
. I
- I-
PL STA. 40+90
I
I
I
40.30 -
(SLAGLE) 1
I
510-
R 1W

-, 45+00
??•so
STR50-9
EXIST. 18" CMP. TO BE REPLACED
44.00 WITH 24" CMP. LT. TO RT.
STA. 44+30
13.50
13.00
11.30
I
13.00
41.00
40.50
(5) .
JAY & SONDRA MEDLIN
12840 S.W. 58
MUSTANG, OK. 73064
(5)
(4)
(SLAGLE)
-4OtOO
SMa10
sO+00 _ I . sO+OO M5040
I
510'
RIIV--

(6) I (7)
I9.00
I
I 40.00
I
I
4e-50
I
I to-50

40-00 I
I
1_ ??
I

48.00
1 JACKIE AYERS
I P.O. BOX 226
I R0BBINSVILLE., N.C. 28771
47050 - I - F7, 50
510'
\ R I IV
I

47.00 I
41.00
I
I (7)
ia.so_STA.
(CRISP)
r" r(2
'frk girl.) I
(6) 46-00

7
45.50 45650
(5)
(MEDLIN)
J
. - I- XIST. 24" CMP. LT. TO RT.
I 0 BE REPLACED WITH 36" CMP.
TA. 45+70
510'
RIN j-./
9[s+oo v - I_ -sus+oo
?? SStOO I SS O +90 STR50.11 PL
STA. 54+90 STA. I
510-
R I IV i
SO-SO
?i?2fgrY1 ?c?{?,L ?A?l t I
I
I
I (7)
51600 _ I- v 54400
I
(6) I (AYERS)
I
I
(CRISP)
st-so = I_ . 55-50
I
I
- 51600 _ v 53,00

T???T
44a4 N I

I
?f21rAm ??€2 -??- 1
I
51,30 . 51#50
s 10 ,
R I IV
I

51-00 I
I _
.
51-00
I ? F
? 1.I ? c
I

I r 1
l
51?5o . 51#30

3100 . 5100
I EXIST. 18" CMP. TO BE REPLACED
I WITH 24" CMP. RT. TO LT.
I STA. 51+20

(4) 5050 I

I
.
50050
(7)
1
s 10'
R I IV
SO+00 - _ I _ v SO+00
1 .
.
STR50-12 60+00 1 . 60+Q Q STR50.12
I
510.
RIW
?9) 59.50 _ I_ v 59.50 (8)
I
I
i
59.00 I_ V 59.00 (l,
56.50
I EXIST. 18" CMP. TO BE REPLACED
WITH 18" CMP. RT. TO LT.
I SS
TA. 58+b5
I
56-00 56#00
TONY ENGLAND 1 RANDALL ENGLAND
RT.2 BOX 5-M I RT. 2 BOX 5-N
ROBBINSVILLE, N.C. 28 71, ROBBINSVILLE, N.C. 28771
7.50 - 57-50
510'
,
RIIII

s7?00 I
I
I_ .'

5700
I
I
-56.50 -
-
I
I 56.50
56.00 . sa.oo

I EXIST. 18" CMP. TO BE REPLACED
WITH NEW 18" CMP. RT. TO LT.
STA. 55+45

e rq
(8)
(9) .
510
RIW
I ?
KS?nn g?+nn
STR50-13 6S 4-O0 I 66+0 0 STR54 J3
I
510'
RIW
61.50 1 6/#50
I
I
I
61.00 64#00
I
I
I
I
63,50 1 63#50
-I
I
I
I
63#00 I_ 63.00
I
1
62,50 _ 1 62#50
510'
R1w
I
62-00 62.00
I
I
61.50 1 61#50
- I-
\ 61.00 61#00
END OF PROJECT STA. 60+80 \ STA. 60+80 END OF PROJECT
I
I
(9) 1 (8)
60#50 . 6050
T. ENGLAND I R. ENGLAND
I
510,
R1w
so+oo - 1 sofoo
Symbol
DESCRIPTION SYMBOL
EXISTING FENCE: OR - + +
------------- -------------------
PROPOSED ROAD:
-----------------------------------
EXISTING ROAD: --------_ ----•
RAILROAD: ___ ___ _ _ _ _ _ _ ___ _ ___ __
CONTROI, OF ACCESS LINE--------- C
-? _ _ _
• r • - • ? . " • rid , \
SLOPE STAKE LINE: . - - - •
---------------------------------
1 0-10
BRIDGE:
--------------- --------------
CONCRETE CULVERT: -? _ _ _ _ _ _
CMP PIPE CULVERT ? _-_-_-_. __- _ -___-_ __ ?_ ------- _
WOODS: OR - ---•---
---- - ------.--.--------- -----
TELEPHONE OR TELEGRAPH POLE: -? EXISTING: -•a- ... _PROPOSED:-O-
.. _ ____
_-_ _•_'
TOWER POLE LINE: -E?pw - - • _ - ¦ __ _•_1-_ ......
...... _
POWER POLE: -? EXISTING: J PROPOSED d
--- ---------------------------
EASEMENT LINE: -?iw I I-l -I, -
----------------------•---I-------
GUARD RAIL: _ _ _ _ _ _ _ _ _ _ _ _ ------
h.- SANITARY SEWER LINE: ?- -_ - S.S. S.S. -_ _ _1_
WATER LINE: BE300 --I i i
GAS LINE: _? •------- ri---- ^ ---------------
---------------------------------
BRUSH BARRIER -?iipw
,;_ --- - --------------
EXISTING CHANNEL : -? _- ` _-?' - " - - - -
PROPOSED CHANNEL CHANGE: -?
FIBER GLASS ROVING: =--s- F G R
--------------------------------

A !+
ECDS-STR.
STD. NO. I DESCRIPTION:
EROSION CONTROL
DETAILS & SPECIFICATIONS
SYMBOL:
PG. NO.
245.03 TEMP. SILT DITCH TSD VI-2
- - - - - - - - - - - - - - - - r - -
245.05 TEMPORARY
DIVERSION -, TD -No Vl-4
-- - - - - - - - - - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE VI-6
----------------------------
890.05 TEMP. SLOPE DRAIN ?_ ,- Vl 8
WITH EARTH BERM
-- - - - - - - - - - - - - - - - - - - - - -
245.02 SILT BASIN VI 12
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCIC SI1:1' CFiECIC VI-16
TYPE-B
892.02 TEMPORARY VI-20
ROCK SEDIMENT DAM'
TYPE,B
. _ - - - -- - - - - - - - - - ----------
ROCK 1 PIPE INLET 7-22
PROTECTION P4
--------------------- .
894.01 V
ROCK SILT SCREEN