20051764 Ver 1_Maps_20050216

mailbox:///C ~/Documents%20and%20Settings/Nicole_Thomson/Appl i...
Subject: Re: Draft minutes Permit Drawings Review 2-16-OS
From: Nicole Thomson <[e-mail]>
Date: Mon, 14 Mar 2005 13:24:16 -0500
To: Charles Cauley <[e-mail]>
CC: Eric Alsmeyer <[e-mail]>, Travis Wilson
<[e-mail]>, Chris Militscher <[e-mail]>, Beth Smyre
<[e-mail]>, "R. C. Henegar PE" <[e-mail]>, "Eddie J. Bunn, PE"
<[e-mail]>, Jimmy Eatmon <[e-mail]>, Dennis Ethridge
<[e-mail]>, Michael A Turchy <[e-mail]>, "Wendi Oglesby
Johnson, PE" <[e-mail]>, Gary Jordan <gary,[e-mail]>, Rob Ayers -
FWHA <[e-mail]>, Jerry Page <[e-mail]>
I had the opportunity to sit down with Randy Henegar a little bit ago, and here are my comments from
our meeting (which I would like appended to the draft minutes)
General comment: ~ j~Need the calcs for all treatments, ditches, gassed swales, spill basins, etc.
_ ~. _
-{-Randy said the calc layer would be turned on for the permit.
Buffer sheet 4 of 8 (Site 1): ~~The bypass ditch through the buffer for the spill basin is fine, provided it
_~~__
is at a different invert from the levee s reamer and that th 1 vel s reader catches the 1st inch of rain fall
and prove ed that the velocities are non-errosive. ~~lso, temporary impacts will be shown for the pipe
replacement.
Buffer Sheet 5 of 8 (Site 2): ~~'Temporary impacts will be shown for the removal of the culvert as well
as for the bridge bents. Also, w ere e rt ge eats are in the stream, permanent stream impacts
must also be c~- a~Tcu7ated and shown in the permit application. here are also temporary impacts for the
utility easement.
Buffer sheet 6 of 8 (Site 4): ~ j'Temporary buffer and stream impacts will be shown for the pipe
- ~" extension. ~~'Also at this site, temporary buffer impacts will be shown on the upstream side for
construction. ~ j~There are no stream impacts.
^~'Wetland sheet 5 of 13 (Site 1): ~~'The slope is listed as 4:1 but will be changed to 3:1.
.~~ ~
Wetland sheet 7 of 13 (Site 2): ~tImpacts to the wetland due to shading will be listed, but do not require
mitigation.
Wetland sheet 9 (Site 2): ~porary impacts around the PFSH will be shown.
Wetland impact summary sheet will list temporary stream impact amounts.
Thanks for the chance to comment.
Nikki Thomson
Nicole Thomson
Environmental Specialist III
NC Division of Water Quality
Transportation Permitting Unit
1 of 2 3/14/2005 1:25 PM

mailbox:///C~/Documents%20and%20settings/Nicole_Thomson/Appli...
2321 Crabtree Bivd., Suite 250
Raleigh, NC 27604-2260
Telephone: [phone]
Fax: [phone]
Charles Cauley wrote:
Attached are the DRAFT minutes on the Interagency Permit Drawings
Review (4c) Meeting held February 16, 2005 for your review.
Please send me any comments or changes.
chas.
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2 of 2 3/14/2005 1:25 PM

Subject: DRAFT Minutes of the Interagency Permit Drawings Review (4c)
Meeting on February 16, 2005for U-3823, Wilson County
Participants: Team Members Other Attendees
Eric Alsmeyer-USAGE (present) Eddie J. Bunn-Division 4
Travis Wilson-NCWRC (present) Jimmy Eatmon -Division 4
Chris Militscher-EPA (present) Dennis Ethridge -Division 4
Beth Smyre-PDEA (present) Michael Turchy - PEDA-ONE
Randy Henegar - NCDOT Hydraulics (present)
J. Charles Cauley-Division 4 (present)
Wendi O. Johnson-Division 4 (not present)
Gary Jordan-USFWS (not present) i ail ~ ~ ~"
Nikki Thomson-NCDW not resent m ~ ~ I ~`~ ~ t~ ~ ~
Rob Ayers-FHWA (not present) t'1~ ~{ ~~ ~
~9~`
Mr. Randy Henegar opened the meeting with a brief description of the project.
Items discussed are summarized as follows:
1. Eric Alsmeyer requested that the locations of the impact sites be added to Sheet 2 of the Wetland Drawings.
2. Randy Henegar -Temporary impact areas will be added to the Wetland Drawings and Summary Sheet.
3. At Site 1, Sheet 4, temporary impacts for dewatering during the pipe replacement (Plan Sheet 6 /Sta.
45+00) will be shown.
4. At Site 2, Sheet 5, the removal of the culvert (Plan Sheet 8 /from Sta. 83+21 To 83+90) was discussed.
Charles Cauley asked if the culvert floor should be left in place. Travis Wilson requested that the culvert be
removed entirely, due to potential scouring. Temporary impacts for diking for dewatering the stream will be
shown.
5. At Site 2, Sheet 9, the temporary impact around the preformed scour hole (Plan Sheet 9 /Sta. 91+30 Lt.)
will be shown. The area will be 30'+/- in length and 10'+/- wide.
6. At Site 3, there are no impacts.
7. At Site 4, Sheet 11, the temporary impact at the end of the 18" RCP stubout (Plan Sheet 11 /Sta. 126+80
Lt.) will be shown. Buffers will be shown on plan.
8. Randy Henegar -Layers with hydraulic information will be turned on.
9. Beth Smyre requested a copy of the updated plan.
There were no further comments and the meeting was adjourned.

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DIVISION OF HIGHWAYS
WILSON COUNTY
0-3823
SR 1158 (AIRPORT BLVD.) FROM
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' ~ A P
/YV`'i OF US 264-A
DATE: JAN. 6, 2005
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DIVISION OF HIGHWAYS
WILSON COUNTY
U^3823
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A p OF US 264-A
,1/U`1r DATE: JAN. 6, 2005
SHEET 2 OF 8

BUFFER LEGEND
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~~----- FLOW DIRECTION
- -C- - PROP. LIMIT OF CUT
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TEMPORARY
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EASEMENT
Poe- PERMANENT DRAINAGE
EASEMENT
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UTILITY EASEMENT
~_ PERMANENT AERIAL
UTILITY EASEMENT
PROPOSED BRIDGE
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PIPE cuLVERr N.C. DEPT. OF TRANSPORTATION
= ExISTING DIVISION OF HIGHWAYS
PIPE CULVERT WILSON COUNTY
^ DRAINAGE INLET U-38Z3
SR 1158 (AIRPORT BLVD.) FROM
Q SINGLE TREE EAST OF NC 42 TO EAST
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DATE: JAN. 6, 2005
SHEET 3 OF 8

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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3823
SR 1158 (AIRPORT BLVD.) FROM
EAST O F N C 42 TO EAST
OF US 264 A
DATE: JAN. 6, 2005
SHEET 6 OF 8
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BUFFER IMPACT SUMMARY
IMPACT BUFFER
TYPE A LLOWABLE MITIGABL E REPLACEMENT
Site
No. Station (From/To) Structure Size! Type

ROAD
CROSSING

PARALLEL
IMPACT

ZONE 1 (SF)

ZONE 2 (SF)

TOTAL
(SF)

ZONE 1 (SF)

ZONE 2 (SF)

TOTAL
(SF)

ZONE 1 (SF)

ZONE 2 (SF)
1 44+95-45+55 -L- 2 Q 60" RCP X 11533 7641 19174

2
77+25-91+55 -L- 250',1 @55',1 @50'
21" PRESTRESSED
CORED SLAB
O.A.L. 205'
X
7871
5029
12900

4 126+79 -L- 18" RCP X 4968 3261 8229

TOTALS: 24372 15931 40303 0 0 0 0 0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3823
SR 1158 (AIRPORT BLVD.) FROM
EAST OF NC 42 TO EAST
OF US 264-A
DATE: JAN. 6, 2005
SHEET 7 OF 8

.. ..
PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
3 TEMPIE PIERCE 1906 CAMBRIDGE DR
KINSTON NC 28501
6 DAVID R. ELLIS 4270 WILSON CHRISTIAN RD
WILSON NC 27893-9287
7 U T WILLIAMSON 1744 AIRPORT BLVD W
WILSON NC 27893-9283
8 JOHN T PERRY 2405 NORTON BLVD U-3
WILSON NC 27893
9 TRUSTEES OF URAH T. WILLIAMSON PO BOX 7057
WILSON NC 27895-7057
13 WILSON CHRISTIAN SCHOOL
WILSON NC 27893
14 GREGORY-THOMAS DEV. CO. INC 2408 WINDING CREEK DR SW
WILSON NC 27893-8615
15 HERITAGE PLACE OF WILSON. LLC PO BOX 3299
WILSON NC 27895
16 ADKIN FAMILY LIMITED PARTNERSHIPS 6054 HAYWOOD DR
ROCKY MOUNT NC 27803
17 HERITAGE PLACE OF WILSON LLC PO BOX 3299
WILSON NC 27895
18 WILSON RALEIGH ROAD ASSOCIATES PO BOX 31788
RALEIGH NC 27622-1788
19 FLATIRON PROPERTIES WEST, LLS PO Box 1987
WILSON NC 27893
20 GOODWIN FAMILY LIMITED PARTNERSHIP 3005 FARMINGTON PLACE
WILSON NC 27896
21 GOODWIN FAMILY LIMITED PARTNERSHIP 3005 FARMINGTON PLACE
WILSON NC 27896

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NORTH CAROLINA
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U~823
SR 1158 (AIRPORT BLVD.} FROM
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,YV'1r OF US 264-A
DATE: JAN. 6, 2005
SHEET 1 OF 13

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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U~823
~/ SR 1158 (AIRPORT BLVD.) FROM
V ~ C ~ N ~ I~ EAST O F N C 42 TO EAST
~ ~ A p OF US 264-A
,YV`'~f DATE: JAN. 6, 2005
SHEET 2 OF 13

WETLAND LEGEND
- WBL - WETLAND BOUNDARY
WBL , WETLAND
WBL
~1dDENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES FILL IN
SURFACE WATER
• w ~ DENOTES MECHANIZED
+~'~ ~' +' CLEARING
O5 PARCEL NUMBER
-r---- FLOW DIRECTION
- -C- - PROP. LIMIT OF CUT
- -~ - PROP. LIMIT OF FILL
t~-F--~r PROP. RIGHT OF WAY
~' PROPERTY LINE
TEMPORARY
E- CONSTRUCTION
EASEMENT
Poe- PERMANENT DRAINAGE
EASEMENT
tee- PERMANENT
UTILITY EASEMENT
~_ PERMANENT AERIAL
UTILITY EASEMENT
PROPOSED BRIDGE
~~ PROPOSED
P[PE CULVERT
EXISTING
PIPE CULVERT
^ DRAINAGE INLET
~3 SINGLE TREE
~'-"11ir1ij''" WOODS LINE
RIP RAP
PREFORMED
SCOUR HOLE
!LLfI_l_L DITCH/GRASS SWALE
® LEVEL SPREADER
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-~823
SR 1158 (AIRPORT BLVD.) FROM
EAST OF NC 42 TO EAST
OF US 264-A
DATE: JAN. 6, 2005
SHEET 3 OF 13

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® DENOTES FILL IN
WETLAND
' _ ,^ DENOTES MECHANIZED
•~•~ ~' • CLEARING
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~' ~~
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JOHN T PERRY ~ ~I
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TEMPIE PIERCE
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/_ ~-_ pDE k w~z~nooua anu arremoN McIN
/ r SITE 1
PLAN VIEW
~ ~~'- ' 100 50 0 100 20
SCALE 1" =100'
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3823
SR 1158 (AIRPORT BLVD.) FROM
EAST O F N C 42 TO EAST
OF US 264-A
DATE: JAN. 6, 2005
SHEET 4 OF 13

~. ~w~
SITE 1
SECTION A-A
20 10 0 20 40
SCALE 1"=20'VERT
®OENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
20 10 0 20 40
SCALE 1"=20' HORIZ

\ ~ . GREGORY-THOMAS DEV. CO. INC
GREGORY-THOMAS DEV CO INC ~ r \ ~
~ '.
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--`~ ~-~ --_r. ~ ~ xD POST i ~._ ~•
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MASMDOUS S%LL RETENTION WIN ~ ~ 1 NAiARD LL RlRNTION N
/ I
EXCAVATION IN WETLAND ~ ~
~ ~ ~- ~
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WILSON CHRISTIAN SCHOOL "~ ~ ~
13 N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SITE 2 ~.~ WILSON COUNTY
PLAN VIEW ~ U-3823
DENOTES EXCAVATION SR 1158 (AIRPORT BLVD.) FROM
IN WETLAND
DENOTES FILL IN 100 50 0 100 200 EAST OF NC 42 TO EAST
WETLAND - - ---___------.--_ -._-- -- OF US 2fi4 ~-
* ~ , ~ `-'_~_'_'_ DATE: JAN 6, 2005
~~'~~.~ DENOTCLEARINGNIZED SCALE 1"=100' SHEET 6 OF 13

GREGORY-THOMAS DEV. CO. INC ~ \ ~~ ,.
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f ~ MAIAROOUE i91LL IIlTWfION BA61N ~j
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~- ~ ~ N ~ N.C. DEPT. OF TRANSPORTATION
~ I ~ DIVISION OF HIGHWAYS
WILSON CHRISTIAN SOHO L ~ HERITAGE PLACE OP WILSON. LLC
13 +~ 15 WILSON COUNTY
U-3823
SITE 2 PLAN V~EW SR 1158 (AIRPORT BLVD.) FROM
DENOTES FILL IN 100 50 0 100 200 EAST OF NC 42 TO EAST
® WETLAND OF US 264 A
~' ~_' ~ DATE: JAN. 6, 2005
~~ *~ ~ ~ ~ DENOTCLEARING NIZED SCALE 1"=100' SHEET 7 OF 13

3

SITE 2
SECTION B-B
20 10 0 20 40
SCALE 1"=20' VERT
® DENOTES FILL IN
WETLAND
20 10 0 20 40
SCALE 1"=20' HORIZ

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HERITAGE PLACE OF WILSON. LLC
15
ADKIN FAMILY LIMITED PARTNERSHIPS
16
1,
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DENOTES FILL IN
WETLAND
• DENOTES MECHANIZED
w +f «
y ~ CLEARING

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-/ PDE ADKIN FAMILY LIMITED PARTNERSHIPS
~ 16
NTION WdIN
SITI
100 50
~1.~ 1
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3623
2 PLAN VIEW SR 1158 (AIRPORT BLVD.) FROM
0 100 2 0 EAST O F N C 42 TO EAST
- --- OF US 264 A
~_ DATE: JAN. 6, 2005
scALE ~„=~oo~ SHEET 9 OF 13

~•^~-~ ~ I III
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r' ~m ~°Fv III I11
. Z ~ III I11 I CONC IfIAND
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° i i " TH 29 FLATIRON
~ ~I © I IIIIw ~ QIIII PROPERTIES
~ ADKIN FAMILY LIMBED PARTNERSHIPS ~ nllc N I I Io 8 ~I ~ ~ m WEST, LLS
.1 I O
16 ~ ~ 9 I ~ `,III ~ ~ 19
18 I Q I 'I II
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WILSON RALEIGH I ~` M zz
ROAD ASSOCIATES ANN ~ 1~ .,1 iJ CONC ISUND
CONC IS1AN0 ~'S F+
CONC. ~ d t~ , 'P Ifi I \ '~~,
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r~ m~ I ~{NN cAL. uc rANr. so• cs IE 1 PBMOVt\ ~ ~:,y,, N \ \ "
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e- -_ -- _-------- - ------_----__~ -------- ~.~ --_____-_ ---~, ~~ ~ ~1 9
--_"~E-_ ~ oNC cac - - - - - P I,K _ 2 •_pce ~ A. N
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HERBAGE PLACE OF WILSON LLC ~ coNC Isu~NO ' ~ i ~~',
1 ~ ~ I 66' CbI ~~
ADKIN FAMILY LIMBED PARTNERSHIPS I ~~
16 N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
~ U-3823
SITE 3 PLAN VIEW SR 1158 (AIRPORT BLVD.) FROM
100 50 0 100 200 EAST OF NC 42 TO EAST
~ - -{ ~ OF US 264 A
`_' -~__'_'_~ I DATE: JAN. 6, 2005
scALe ~~~=~oo~ SHEET 10 OF 13

A ! M
~/ r
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FILL IN SURFACE
rrs~ IJ, ~ E
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-
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-
- F- -- _...-
E` E------ .~---~-i
CONC ISUND A Q
N
GOODWIN FAMILY LIMITED PARTNERSHIP
20
~~fLLfILf~ DENOTES FILL IN
SURFACE WATER
GOODWIN FAMILY LIMITED PARTNERSHIP
_ 2

~3
~p0
~~ -__-
RPORT BIYD 60 BST

- _ . .
-~------- 4,
.._. ~-_.
_ _ _ - - _ _ _ .r.- - - - _ - - -_ .a ~ - 8 -t
:~___' - _ - - ~ I
F- \ I i` ~ 0=89`5 0 7T• IRTI
EE ~ ~ R25,TJ'
o==Yo• oo~ ur IRn I I ~ rn=76.)S
. I~~ •+ l•~0.58' I ~ '^ III C~ B N19' 54' 48.6' M
R:25A7' n
CONL ISIAND ~n=ecs~• I
~i ~`~~ 9 Ri]'2r'N.6'E I I Z II 1
I iK ~k
p Q ~ ~k( II ~ II ~~~<
N ~ po Ii N II p~F
I ' C I >n~ II CC
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~ •
GOODWIN FAMILY LIMITED PARTNERSHIP
21
SITE 4 PLAN VIEW
100 50 0 100 20
~-1-~-11- --
SCALE 1" =100'
GOODWIN FAMILY LIMITED PARTNERSHIP
21
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3823
SR 1158 (AIRPORT BLVD.) FROM
EAST O F N C 42 TO EAST
OF US 264 A
DATE: JAN. 6, 2005
SHEET 11 OF 13

WETLANDS PERMIT IMPACT SUMMARY

Site

No.

tation (From/To)

tructure Size/ Type
Fill In

Wetlands

(Acre)
Temp. Fill in

Wetlands

(Acre)
Excavation in

Wetlands

(Acre) Mechanized

Clearing

(Method _)

(Acre)
Fill In SW

(Natural)

(Acre
)
Fill In SW

(Pond)

Acre
( )

Temp. Fill In

SW (Acre) Existing

Channel

Impacted

(Feet) Natural

Stream

Design

(Feet)
1 44+95-45+55 -L- 2 @ 60" RCP 0.019 0.021 0.017 0.028 82

2
77+25-91+55 -L- 2@50',1 055',1 C~50'
21" PRESTRESSED
CORED SLAB
O.A.L. 205'
0.547
0.001
0.298
3 114+90-115.20 -L-
4 126+79 -L- 18" RCP 0.002 7

TOTALS: 0.566 0 0.022 0.315 0.030 0 0 89 0
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WILSON COUNTY
U-3823
SR 1158 (AIRPORT BLVD.) FROM
EAST OF NC 42 TO EAST
OF US 264-A
DATE: JAN. 6, 2005
SHEET 12 OF 13
~~~. ~ .
~~~~

PARCEL N0.
3
6
7
8
9
13
14
15
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES ADDRESSES
TEMPIE PIERCE 1906 CAMBRIDGE DR
KINSTON NC 28501
DAVID R. ELLIS 4270 WILSON CHRISTIAN RD
U T WILLIAMSON
JOHN T PERRY
TRUSTEES OF URAH T. WILLIAMSON
WILSON NC 27893-9287
1744 AIRPORT BLVD W
WILSON NC 27893-9283
2405 NORTON BLVD U-3
WILSON NC 27893
PO BOX 7057
WILSON NC 27895-7057
WILSON CHRISTIAN SCHOOL
GREGORY-THOMAS DEV. CO. INC
HERITAGE PLACE OF WILSON. LLC
WILSON NC 27893
2408 WINDING CREEK DR SW
WILSON NC 27893-8615
PO BOX 3299
WILSON NC 27895
6054 HAYWOOD DR
ROCKY MOUNT NC 27803
PO BOX 3299
WILSON NC 27895
PO BOX 31788
RALEIGH NC 27622-1788
PO Box 1987
WILSON NC 27893
3005 FARMINGTON PLACE
WILSON NC 27896
3005 FARMINGTON PLACE
WILSON NC 27896
16 ADKIN FAMILY LIMITED PARTNERSHIPS
17 HERITAGE PLACE OF WILSON LLC
18 WILSON RALEIGH ROAD ASSOCIATES
19 FLATIRON PROPERTIES WEST, LLS
20 GOODWIN FAMILY LIMITED PARTNERSHIP
21 GOODWIN FAMILY LIMITED PARTNERSHIP

a See Stet 1-A For Index of Sheets
s
a
n
N
M
V
0

d 1'~~il:, ,,Yll' 1~~~Vll~~ilil ~~ll1~~L11'Y~
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VICINITY MAP
~I~~ ISIrD~ '~F ~-TTG~-I~ ~~~~ S
wrLSOx covx~
LOCATION; SR 1158 (AIRPORT BLVD.) FROM EAST OF NC 42 TO
EAST OF US 264-A
TYPE OF WORK GRADING, DRAINAGE, PAVING, CURB fy GUTTER,
TRAFFIC SIGNAL AND STRUCTURE.
Ran evweR umrq ra -s~n .wea"n
•~'• U•~823 1
Ran IYLM I.A.At01.N¢ OpOOfil,
-L- POT 19 + 75.00 ~ -~- POT 132 + 00.00
BEGIN PROJECT U-3823 ~ -, BEGIN BRIDGE ~, END PROJECT U-3823
N ~ -L- 62+22 ~, 1
~^
.- 0 l j ~ eaa~a swrav '; 1 ~~` ~ -Y2- POT 13 + 60.53 ~
o
C ~ ~, "I1 _~ 1~, ~ ~vj /~ p
~~., ~ ; , ~~, , 9
~~ ~, : - ~,~ ~ ~~ X13
1. 4 ~-,
\ 'I, ~, % END BRIDGE 1 V 1 i 1
_ ~_= 1
~ ~ -L- 64+27 ~ ~~ 1~~~ ~~~ Tp N SC a
j
p ~~~ ~ ~
Q~1/J(~ 1 ~ .,_ ; ,~,~ ~ ~
~'
~ FEB ~ ~ ~
1005 ~~ ~ ?p
i
n ~AND$T ~~~~~ 1 /, ~ I ~
""^~ryA R ~H y
~~~
~' -YZ- POT 37+00,00 --
~ ~ ~ THIS PROJECT DESIGNED TO HIGH QUALITY WATER STANDARD END CONST 14
2','; A PORTION OF THIS PRO]]ECT IS WI HIN THE MUNICIPAL BOUNDARIES OF WILSON PRE~ir~Jr~AaY parrs
~~ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 3 ~~~K~w~,,,~~~H
NC 42
U~
0
V
z
U
o ,
P
U
O
oV
M
"
~
" GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepor~ in rn:Olfla d: ~~GTICS HNG12YE8R DIVISION OF RTGRWAYS
'

=
ADr 2000 = a,5oo
DIVISION
OF HIGHWAYS C,AROIJNA
STATE OF NORTR
C 50 Z5 0 50 I ADT 2015 = ZZ 000 ,
Divuivw I DDC
~ ~ !A9 Ward Blvd„ Wilww NC, s1l9!
"'
PLANS DHV = 11 % coos sr,~uun .Tr8CP1Gt1fONT
~ ~ D 55 % LENGTH OF ROADWAY TIP PROJECT U~823 - 2.087 Milu
50 25 50 1 0
T 3 % ' LENGTH OF STRUCTURE TIP PROJECT U~823 - 0.039 Mileo
RIGHT OP WAY 1>fiTE;
T
H
TROGDON III
PE rs
~`'"~'
rs
oa O .
.
,
~ TOTAL LENGTH OF TIP PROJECT U~823 - 2
12b SEPTEMB nro~cr r~ ROADWAY DESIGN sreta nauGr ~'~~
~ ~ = 50 MPH .
Milea ER 30, 2004
i, [ ~ PROFILE (HORIZONTAL) ENGINBER DEPARTb!»YT OP T1tANSPORTATION
vm
° `/ ' TTST 1 % DUAL 2 % FEDERAL 1ffGHRi1Y ADM1~YISTRATIO
iv 10 5 10 20 I
STTTNG HATE' P
J
PAGE
PE
. .
.
,
c FUNCTIONAL CLASSIFICATION SEPTEMBER 20, 2005 rAO~ °B'~ ~
im PROFILE (VERTICAL) RURAi MINOR COLLECTOR rs ,vrirov~
oa mcwsvu: nmuox .a~sr>Nrw n+ra

°
Note: Not to Scale
*S.U.E• = Sub~taface Utility EBB
S°Tr~'1'E ~F I~I~R'I'~-I C_~IZOL,Iti.-~
DIti'1SI0~,' ~OF ~-IIUI-IY~'~~1'S
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY••
State Une ----------------------------••-------.. .._...._
County Line --•--------------------------------- ----
Township Line -------•-------------------------
City Uns ---•------------------•--------------
Reservation Uns ------------------------------- ~ - -
Propsrty Une ---------------------------------
Existing Iron Pin ------------------------------ p
Properly Comer ------------------------------- -~
Property Monument---------------------------
Parcel/Sequence Number -------------------•-
Existing fence Line ------------------------•---x- -x-x-
Proposed Woven Wire Fence ----------------- e
Proposed Chain Unk Fence ----------------- e
Proposed Barbed Wirs Fence ----------------- ~-
Existing Wetland Boundary -------------------- -ti----
Propossd Wetland Boundary ------------------ w-
Existinp High Quality Wetland Boundary ------ ~ ~-
Existing Endangered Animal Boundary ~-
Existing Endangered Plant Boundary --------- ~-
BUILDINGS AND OTXER CULTURE.'
Gas Pump Vent or lYG Tank Cap -----•------ 0
Sign ---------------•--------------------------
Well ------------------------------------------
Small Mine ------------------------------------ x
Foundation ------------------------------------
Area Outline --------------------------------- ~
Cemetery --------------------•---------------
Building --------------------------------------- ~~
School --------------------------------------
Church ---------------------------------------
Dam ------------------------------------------
XYDROLOGY.~
Stream or Body of Water
Hydro, Pool or Reservoir ______________________ r-----~
`----J
River Basin Buffer ---------------------------- --zz
Flow Arrow ----------------------------------
Disappearing Stream ------------------------ -_--
Spring ----------------------------------------c~''~ •-~
Swamp Manh -------------------------------
Proposed Lateral, Tail, Head Ditch ----------- ~
False Sump ---------------------------------- ~
RAILROADS•
Standard Guoge ------------------------------
~w
RR Signal Milepost ---------------------------- ~
YIIEPoSf JS
Switch ---------------------------------------- ~
RR Abandoned -------------------------------~ ~~
RR Dismantled ---------------------•-----------
Rlc~rr of wAY•
Baseline Control Point ----------------------
Existing Right of Way Marker ---------------- Q
Existing Right of Way Une ------------•--- - -
Proposed Right of Way Line ----•----------- --- ®--
Proposed Right of Woy Line with
________
Iran Pin and Cap Marker -----
Proposed Right of Way Line with
Concrete or Granite Marker "---------"--
Existing Control of Access ------------------ - ~.;__
Proposed Control ofAccess ------------------- - ~.-
Existing Easemeniline ------------------ - _E-_
Proposed Temporary Construction Easement - e
Proposed Temporary Drainage Easement----- - roE-
Proposed PermanentDroinage Easement----- - roE-
Proposed Permanent Utility Easement -------- - ~E-
Proposed Permanent Aerial Utility Eosement__ ,tine
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement ------------------- - ----
Existing Curb -------------------------------- -- ---
Proposed Slope Stakes Cut ------------------ ---~---
Propased Slope Stakes Fill ------------------ -- -_v---
Proposed Wheel Choir Romp ----------------
Curb Cut for Future Wheel Chair Ramp ----- cr
Existing Metal Guardrail ---------------------- - L ~- -~
Proposed Guardrail --------------------------
Existing Cable Guiderail -------------------- -~- ~- -o -
Praposed Cable Guiderail----------•--------- ^
Equaility Symbol ---------------------------
Pavement Removal
l~'GETATION.•
Single Tree ---------------------------------- 4
Single Shrub ---------------------------------- o
Hedge ----------------------------------------~--
Woods Line ----------------------------------^L
Orchard --------------------------------------- ~ 0 0 ~
Vineyard---------------------------------------f v~"aY~-a -'
- ~-J
EXISTING STRUCTURES.•
MAJOR;
Bridge, Tunnel or Box Cuvert ---------------- taws
Bridge Wing Wall, Head Wall and End Wall - ~ taHC •~
MINOR;
Head and End Wall ------•---•------------- to~c „.
Pipe Culvert - - - - -
Footbridge ----------------------------------- }-~--~
Drainage Box; Catch Basin, DI or JB --------- ^tB
Paved Ditch Gutter -------------------------- -----
Storm Sewer Manhole ---------------------- p
Storm Sewer
UTILITIES.•
POWER;
Existing Power Pole --------------------------
Proposed Power Pole------------------------- b
Existing Joint Use Pole ----------------------- -~
Proposed Joint Use Pole---------------------- ~-
Power Manhole ------------------------------
Power line Tower ----------------------------
Power Transformer --------------------------- 0
USG Pawar Cahls Hand Hole---------------- ~H
H-Frame Pole ----------------------
Recorded U'G Power Line-----------
Designated USG Power Une (S.U.E.7
TELEPHONE:
Existing Telephone Pols --------------------- ~-
Proposed Telephone Pole ------------------- -o-
Telephone Manhole -------------------------- Q
Telephone Booth -•-------------------------- p
Telephone Pedestal -------------------------- ~
Telephone Cell Tower ------------------------ ,I,
lYG Telephone Cable Hand Hols ----------
Recorded USG Telephone Cable ~------------
Designated WG Telephone Cable (S.U.E.7 -- - - - -~- - - -
Recorded l~G Telephone Conduit --------- n
Designated U'G Telephone Conduit (S.U.E.')- - - - -n- - - -
Recorded lYG Fiber Optiu Coble •---------- ~ ~~-
Designated WG Fiber Optiu Cable (S.U.E.*j- - - - -~ ~a- - -
WATER:
WoterMonhole-------------------------------
Water Meter---------------------------------- o
Water Yalvs ----------------------------------
Woter Hydrant ------------------------------- d
Recorded lLG Water Une ----------•--------
Desi noted lYG Water Une S.U.E.'
g ( )--------- - - - -
---•-
Above Ground Water Une ------------------- °~o.ar~.
N;
N Satellite Dish ----------•------------------ ~
TV Pedestal ----------------------------------
TV Tower------------------------------------
lhG NCable Hand Hole ------------------
Recorded WG TV Cable --------------------
Desi Hated U-G N Cable S.U.E.'
9 ( )---------- - ---~----
RecordedU~G Fiber Optic Cable------------ ~~-
Designated USG Fiber Optic Cable (S.U.E.')-- - ---~^---
GAS;
Gas Valve ----------------------------------- 0
Gas Meter ------------------------------- ~
Recorded USG Gas Une ---------------------
Designated lYG Gas Une (S.U,E.')----------- ----°----
Above Ground Gas line °" `°'
SANITARY SEWER;
Sanitary Sewer Manhole --------------------
Sanitary SewerCleanout -------------------- ~
U'G Sanitary Sewer line -------------------- n
Above Ground $anltory Sealer ------------- °~t smno-v ss.x
Recorded SS Forced Main Line---------••--- «~
Designated SS Forced Main Line (S.U.E.") -- - - - -rt- - - -
MISCELLANEOUS;
Utility Pole -----•--.._----•------------------- ~
Utility Pole wish Base ----------------------- ~
Utility located Object --••------------------- a
Utility Traffic Signal Box -•--------------------
Utility Unknown U~ Une ---------------••- _ --_Nn-
USG Tank; Water, Gas, Oil ----------------•-
AEG Tank; Water, Gas, Oil -----------------•
WG Test Hole (S.U.E.') --------------------•- ~
Abandoned According to Utility Records ---•- AATUR
End of Information --------------------------- E.0.1,

effuaa rw. I sir
er
USE TYPICAL SECTION N0.1 AS FOLLOWS:
-L- STA 19+75 TO -L STA 82+22
-L- STA 84+27 TO -L- STA 132+00
-Y2 STA 14+66 TO -Y2- STA 37+00
o,,

-L- STA 82+22 TO -L- STA 84+27
~m<~ ~
PAVEMENT SCHEDULE
C1 PROP, APPROX. 21~" ASPHALT CONCRETE SURFACE COURSE, TYPE 39.68,
AT AN AVERAGE RATE OF 140 LBS. PER SD. YD. IN EACH OF TWO LAYERS.
' PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B

t,
~Q ,
AT AN AVEAAOE RATE OF 112 LBS. PEA S0. YD. PER 1~' DEPTH. TO
8E PLACED IN LAYERS NOT TO EXCEED 1Lp" IN DEPTH.
D1 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
I19.OB, AT AN AVERAGE RATE OF 342 LBS. PER 90. YD.
PRDP, VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE I19.08, AT AN AVERAGE RATE OF 114 LAS, PER S0. YD. PEA 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2Ld" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825,08,
AT AN AVERAGE RATE OF 459 LBS. PER S0. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.08,
EZ AT AN AVERAGE RATE OF 114 LBS. PER 30, YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LE99 TNAN 3" IN DEPTH OR GREATER
THAN 51~" IN DEPTH,
R1 2'-8" CONCRETE CURB AND OUTTEA.
EXISTING PAVEMENT,
T EARTH MATERIAL.
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE 3TANOAAO WEDGING DETAILI
SURVEY
d
:;.:
,~,
1~~!"
___,_ ,
~~~ ~~
3.. y/ MIN. r .
MIN. '~
Detail Showing Method of Wedging
~~~~
,_
~~
`l
i~n'~ ~~
~~
U f MIN, ~ 3„
MIN.
NOTE: PAVEMENT EDGE SLOPES ApE 1;1 UNLESS SHOWN OTHERWISE.
TYPICAL SECTION N0.1
TYPICAL SECTION ON STRUCTURE

DETAA, A
SPECIAL LATERAL GRASSED SwALE
I Hot to ScWJ
Fn
CrounO D YotY~ ~°°°
B Yh0 =13Ft.
B =IAit.
a. ~+w To ~+10 LT
a. +80 TO 7D+00 LT
DETAIL !
SPECIAL LATERAL 'V'DITCH
Ixot to Scowl
nA
AOo ~ Sbos
eva Tp I
a um.p =lair.
Yc=.d =ld Ft,
TYDe of Uner = PSRAI
-I.OI+00 TO 12+00 R,
k !l+ao ra n+DO er.
UCIAIL UT MALAHUUU] ]PILL '
RETENTON BASIN N0.'P
TOTAL CAPAgTY AEOUREp ;4pJ7 oO, tT,
TOTAL UPApTY PRpvIDED :4266 cu, fT,
a 3.5' w/ LO' FREEBOARD 5.
.5' . 7.5' `'7
YODEL 20-IOC SLLACE GATE
zap
r a~rri's e1e'A' G." T7 .0'
16.0'
1
I`- 60.0'
uCIAI~ Ur nA CAttUVU] HILL
RETENTION BASIN N0.'3'
iOfaL GPAGTY AEOUitED : N53Tcu. ft.
TOTAL CAPACITr PRpmOED :116)8 cu ft.
w ].5' w/ LO' FREEBOARD -5,
YODEL 20-i0C SLUCE GATE Y
IY
44
2~0'
o'
96.0'~i
iD4.o• -
DETAIL !
SPECIAL LATERAL 'V' DITCH
Ixot ro Scual
`rw
e+oxeY veoe
~«~
4 Tp uln. D = 1bft.
~fAter YD=. d = 1l Fr.
feprk
TYDe of Uner = CUtf 1 p9 !Af
.4. 66+00 TO A7+00 LT.
DETAI. OF HAZARDOUS SPILL
RETENTON BASIN N0.'4'
TpTAI CAPAgTY AEOUIPED :2348 cu. fT,
'TO7dL CAPACITY PROYDED :2898 cu. tt,
a 3.0' w/ LO' FAEEBOdRp 5,
YODEL 20-10C SLUICE GATE /
12'
~~:::~ 15' T~.a'
11
I•~-38.0'
III -' s4.a'
DETAIL 9
STAl0AR0 GRASSED SwLLE
1 NDT tD Scdel
J roun
a
Yln,p =O,OFr.
B =1l Ft,
k 44+IO TD u+7! Rt.
a. M+% TO b+9! !L
RETENTION BASIN NO.'S'
TOTAL CAPACITY REOUREp :2042 W. ft.
TOTAL CAPA[Itt PROV1pEp :2496 cu. Tf,
0 3.0' wY I,0' FREEBOARD 5,
YODEL 20-bC SLUCE GATE /
~0'
1
Ir
24,0'
40.0'
PREFORMED SCOUR HOLE
PLAN vlEw
Permanent Solt E7elnf,orcenreni`
Plpe Or Gltoh motting tPSRAU ; `.
Outlet
A ~~
Square Preformed ~r_y
Scour Hole IPSHI l4'min typJ
(RID Rao in
basin not shown
for clarltyl '
.'~ Sead wltR native `..
~
.,grasses at IrY3t011atlonr.
o'
u
U
n
DETAIL c
LATERAL BASE DITCH
I NOt to 5[WI
:
0 A nee. ~
uln.D =iOFr.
~'
B = LOFt.
D = 10Fr,

.{.117+00 Tp 119+00 RL
-YI-16+S0 TD l1+lO !r.
~I DETAIL °
SPECIAL L~+ERAS~B~aSE DITCH
1y Tp f~oYje< `FSaoe
I~ Yln.O = IA Ft,
uox. d : 1! Ft.
e : e.oir,
Type of Liner 9SRN
J- N+lO 10 97+00 lT.
I RETENTION BASIN N0.'2'
TOTAL CAPAGTY REOUREO :70JT aA ft.
TOTAL UPACItt PROVIDED :7580 a. tt.
a 3.S' w/ LO' FREEBOARD 5,
YODEL 20-qt SLUICE LATE
O01oais eN! ~ 7 ,0.
IY 21
Jo'
6].O
79.0'
SECTION A-A Q
Ploa or Olicn
'W~e Outlet
PSRN
~pu_mini d
., > -
Llner: Class B RID Rap e->-~ ~ tUCk
1~,_thlok wffh Filter Fobr(C
InstOllleveland flush
with natural ground.
A
g 4FT.
p 2FT,
w 4Ff.
d -~QA
183 SQ, FT, FILTER FABRIC
250 CU. FT. EXCAVATION
9 TONS CLASS B RIP RAP
323 SQ. Ff. PSRM
Natural
Ground
-L- 91 +30 LT.
RETENTION BASW N0.'6'
TOTAL CAPACITY REOUREp :1940 cu. t+,
TOTAL CAPAGTY PROvgEp :82q cu. tt,
P 3.0' w/ LO' FREEBOARD 5,
YODEL 20a0C SLUICE GATE
u e~eull~
o'
lD.o'
Ir 1
I I~Ta.a-~{ I '~
III' - 82.0' -'l
9lO1ECT A6lRwG! N0. wEET N0.
U-3823 2-A
BW weer No.
IOADWAY DlNGN NYDMUEILS
B4CINEFR ~DO,Ig!
~~

LEVEL SPREADER ,~o~.as«~E,
ROADWAY
S CTION-AA FOR CONCRETE LEVEL SPREADER
w
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= Lti / ~'~-- PDE ~' 2~' ~----~
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w ~ a~ ; 20, L
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10'
PDE

N NATURAL GROUNp
1
L1
. ~ ~ ~
--
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~
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20' 30'
STATION LENGTH ~F I FVFI SPRFGIIFR
T
a

~~.
~,
U~~
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QTS
~~
MCA
43+80 -L- 55 FT.
46+30 -L- 70 FT.
76+30 -L- 105 FT.
77+50 -L- 25 FT.
85+00 -L- 35 FT,
92+00 -L- 80 FT.
Permenant Soll
Reinforcement Mot
IPSRMI
~~~C ~_
2' max.
-Relnf. Conc. 6'
1.5'-~

T
7
0
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=;
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MODEL N 20•tOC
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OUTLET
S
PRIMARY
• I
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VIEW A-A OUTLET .
L , B..

8' g" SECONDARY
OUTLET I OUT~Y~
SECONDARY

OUTLET m ~_
B„
- A PLAN VIEW A
I TOP OF WEIR I ;
_ _ ~• VIEW A-A
• S,.
OUT ETY ~
HYDRO GATE BOX II All
MooEL x 20.1oc
VIEW B-B
GATE
k 20.10C
W
'TOP OF WEIR - -
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OUTLET `9ECONOAAY
OUTLET
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OUTLET
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MooEL M zo-10c VIEW B-B OUTOEDAAY
BOX rr B rr
EEOIKE IIEREtENCE N0. bNEET N0.
WI29 2{
W W m~
SLUICE GATE ~9LUICE GATE
/ MODEL ~ 20.10C i MODEL N 20.10C
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PRIMARY ~'- SLU
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OUTLET VIEW B-B MODEL b 20-tOC BOX rrC--
STATION DETAIL PRIMARY
OUTLET SECONDARY
OUTLET SLUICE
DIAMETER WEIR
WIDTH WEIR
HEIGHT WEIR
LENGTH H W L
43+BO -L- B 12" 24" 24" 0.6' 0.86' 8.0' 3.0' 8.0' 7.5'
45+30 -L- C 12" 30" 3p" 0.6' 0.96' S.0' 3.4' 9.0' 7.5'
78+30 •L• A 12" 30" 30" 0,5' 1.93' 8.0' 3.4' 9, 0' 7.6'
77+60 -L- A 12" i6" 15" 0.5' 0,33' 8.0' 3.0` 8.5' 7.5'
85+00 -L- B 12" 15" 15" 0.5' 0.2T B.0' 3.0' 8.5' 7.5'
92+00 -L• C 12" 30" 30" 0.5' 1.11' B.0' 3.4' 9.D' 7.0'

DESIGN SERVICES UNIT
STANDARDS AND SPECIAL DESIGN
Office 919.260.4128 FAX [phone]
SPLITTER BOX DETAILS
ORIGINAL BY; PATE:
MODIFIED BY: OATEI
CHECKED BY: DATE:
FILE SPEC.:
W m ~
SLUICE GATE
MODEL A 20.10C
I ~.~ F--
I I•¢I I. m
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I ' I o ( I OUTLETARY ~
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A PLAN VIEW A
OUTMMY
VIEW A-A

31-JaN-2005 I :33
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