erosion control plan - ncdot · 1634.01 1634.02 1635.01 1605.01 1630.01 temporary berms and slope...
TRANSCRIPT
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
TSD
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-BTemporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
Silt Basin Type B
TSD
Std. # Description Symbol
Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.031630.051605.01
1622.01
1630.021633.01
1634.011634.021635.011635.021630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B
1606.01 Special Sediment Control Fence
Streambank Reforestation
Skimmer Basin
Tiered Skimmer Basin
EROSION AND SEDIMENT CONTROL MEASURESEROSION AND SEDIMENT CONTROL MEASURES
EROSION CONTROL PLAN
1.44
.24
.18
.82
1763
1725
40014001
4000
1528
1725
4000
1763
Indiana
Indiana
Ave.
University
Pkw
y.
Point
Blvd.
N.
North
Reynolds Blvd.
Reynolds
N.
Cherry
St.
N.
Cherry
St.
Norfolk
Southern
Corp.
1528
.15
.58
.83
.09
.17
.90
.10
1.23
.72
.35.70
268C415
H284
R298
St.
Meth
odist
Connor
Station
Rd.
Lin
n
Waycross
Dr.
Dr.Kress
Ranch Dr.
MaconDr.
Sugarcre
ek
Dr.
Brownsboro
Rd.
Yellowstone Ln.
Del
Monte
Dr.
Marlo
we
Ave.
Rd.
Min
orc
as
Bro
okwood
Rd.
Dr.
Dr.
Palm
St.
Ewin
g
Long
Dr.
Win
gate
McCanles
sSt.
St.
May
Gossett St.
St.
Dalto
n
St.
Reich
Dr.
Dellwood
St.
Craft
Dr.
Rd.
Motor
Hoskins
Howell
St.
Howell St.
Dr.
Wakefield
Alspaugh
Alspaugh
Cir.St.Shamel
Blvd.
Marvin
Blvd.
Alspaugh
Pine
Tree
Rd.
Park
wood
Ave.
Ave.
Hills
Forest
St.
Cla
yto
n
Park
wood
Ct.
CodyCt.
Cody
Dr.
Sha
mel
St.
Ct.
ShamelRd.
Cir.
Tr.
Long
Dr.
Dr.P
ascalR
d.
Dr.
Forest
Wake
32nd St.
32nd
Clayton
Lake- woo
d
Dr.
Brookw
ood
Dr.
Dr.
Polo
Rd.
Polo
Rd.
Polo
Rd.
Dr.
Provide
nce
Ln.
Trace-view
R J ReynoldsTobacco
Whitaker Park
b
WoodlandCemetery
H
Wake
Forest
University
n
U
N.C. Prison
Camp
G Marvin Church
PROJECT SITE
DDEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYSRALEIGH, N.C.
ROADSIDE ENVIRONMENTAL UNIT
2012 STANDARD SPECIFICATIONS
2012 STANDARD DRAWINGS
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Rock Pipe Inlet Sediment Trap Type A
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream CrossingNATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
LEVEL IIIA CERTIFICATION NO.
375
LEVEL IIIA NAME
BARNEY BLACKBURN
D
D
D
D
D
D D
DD
D
D
D
D
D
D
D
D
D D
D
D
D
SKIMMER BASIN WITH BAFFLES DETAIL
REINFORCEMENT BAR
#10 STEEL
12"
1"
24"
4"
1"
STAPLE
1" (nominal)
DIAMETER BEND
4"
WOODEN STAKE
2" x 2" (nominal)
12-24"
1-2"1-2"
ANCHOR OPTIONSCOIR FIBER MAT
NOTES
NOT TO SCALE
1/4L
1/2L
EARTH DIKE
MATERIALUNCLASSIFIED EARTH
W
W
EMERGENCY SPILLWAY
3/4L
STEEL POSTS
COIR FIBER MAT
COIR FIBER MAT
L = 3W
METAL POST
OR
WOOD STAKE
MIN.
ROPE
PERMANENT DITCHTEMPORARY OR
MIN.
MATERIALUNCLASSIFIED EARTH
MIN.MIN.
2:1 (MIN.)
1.5:1 (MI
N.)
1.5:1 (MI
N.) 3
:1 (MA
X.)
STEEL POSTS (QUANTITY VAR.)SKIMMER (SIZE VAR.)
1.5:1 (MIN.)
STONE PAD
PIPE (12 IN.)
PLASTIC SLOPE DRAIN
1’
1.5’
4’ (MAX.)
4’
1’
9’ (MIN.)
6’ (MIN.)
2’ (MIN.)
1’ (MIN.)
4’ (MIN.)
(MIN.)6 IN.
3’
2’
4’
1’ (MIN.)
1’ (MIN.)
1’
).NI
M( ’
6 4 IN. (MIN.)
(MIN.)
OVERLAP
18 IN.
CLASS B STONE PAD (4’ x 4’ x 1’ MIN.)
(SEE ROADWAY STD. DWG. NO. 1640.01)COIR FIBER BAFFLE
WITH MINIMUM WIDTH OF 6 IN.PLACE SEALANT AROUND BARREL PIPE
GEOTEXTILESOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
GEOTEXTILE
SOIL STABILIZATION
VARIABLE NATURAL GROUND
6. SOIL STABILIZATION GEOTEXTILE FOR EMERGENCY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN.).5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED.4. DETERMINE EMERGENCY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) INTO BASIN.3. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT.2. LIMIT EARTH DIKE HEIGHT TO 5 FT.1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
D
DD
D
D
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
X-XXXX
NOTES
NOT TO SCALE
W
METAL POST
OR
WOOD STAKE
ROPE
PERMANENT DITCHTEMPORARY OR
MIN.
MIN.
STEEL POSTS (QUANTITY VAR.)SKIMMER (SIZE VAR.)
STONE PAD
PIPE (12 IN.)
PLASTIC SLOPE DRAIN
1’
1.5’
4’ (MAX.)
4’
EC-2D
STORMWATER BASIN WITH SKIMMER
A
D
SECTIONAL VIEW
E
TRASH RACK
PIPE
TOP OF EMBANKMENT
4’ MIN.
1’ MIN.MIN.
1’
SKIMMER
CLASS B STONE PAD
(4’ x 4’ x 1’ MIN.)
VARIABLEVARIABLE
RISER STRUCTURE
EMBANKMENT
PLAN VIEW
DISSIPATOR
STONE ENERGY
(SEE ROADWAY STANDARD DRAWING NO. 1640.01)
COIR FIBER BAFFLES
.NIM
’6
RISER STRUCTURE
A
6. THE DIFFERENCE BETWEEN LENGTHS "D" AND "E" REPRESENT THE FREEBOARD AND SHOULD BE 1 FT. MINIMUM.5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE AS DIRECTED.4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH ROADWAY STD. DRAWING 1640.01.1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SITE DESCRIPTION STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50’ IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
SOIL STABILIZATION TIMEFRAMES
END C & G
N53°35’48"W32.06’
SETREBAR
NORTH
CONTROL PLAN
SEDIMENT AND EROSION
C5A
PHASE 1
984
984
988
986
Soil Stockpile
30 ft. Access to
D
D
DConstruction Entrance.
Asphalt Areas as Gravel
Utilize Existing Gravel and
Asphalt
Existi
ng
Stone
Existi
ng
D
D
SCALE OF FEET
0 30 6030
11
ID 1.3
8 ft. weir
47 x 24 x 3
ID 1.1
10 ft. weir
57 x 29 x 3
C
A
6
B
5 4
D
E
6 5 4
C
3 2 1
A
B
3 2
GE
NE
RA
L
SE
RVIC
ES
DIVISIO
N,
NC
DO
T
FA
CILITIE
S
DE
SIG
NA
RC
HIT
EC
TS
&
EN
GIN
EE
RS
D
E
1
FO
RS
YT
H
CO
UN
TY,
NO
RT
H
CA
RO
LIN
AHIG
HW
AY
DIVISIO
N 9,
NC
DO
TL
AN
DS
CA
PE/
RO
AD
OIL
BUIL
DIN
G
WIN
ST
ON
SA
LE
M
DRAWN BY:
CHECKED BY:
DATE ISSUED:
SHEET NO.
OF
REVISIONS
NO. DATE
STATE CONSTRUCTION
PR
OJ
EC
T:
1
SO
UT
H
WIL
MIN
GT
ON
ST
RE
ET
919/
715-
0400
FA
X
919/
715-
0399
RA
LEIG
H,
NO
RT
H
CA
RO
LIN
A
27601
O
TE
STA
OF
N
AN
RT
HC
L
OA
R
I
F
MT
ED PRA
EN
TO
ONI
TAT
ST
RA
NP
RO
SE
AL:
SE
AL:
BMT
MRD
1/29/07
19
ID.# 05-06373-01A
DURING AND AFTER PLACEMENT.)
(STOCKPILE TO BE STABILIZED
36,000 FT x 10 FT HIGH
STOCKPILE
PROPOSED EXCESS SOIL
2
970
970
970
980
980
980
980
980
980
980
990
990
990
990
990
990
980
988
988
988
988
986
984
982
986
986
984
984
986
988
992
994
978976
974
972
968
980
988
S
STATE PARKING
STATE PARKING
MANAGEMENT AREA
STORM WATER
FFE
PA
RKIN
GVISIT
OR
FFE= 986.0’
986.0’
60’
R/
WN
OR
TH
CH
ER
RY S
TR
EE
T
60’
60’ R/WPOLO ROAD
ELEV=986.76
E=1626851.14
N=872918.11
NAVD 88
NAD 83/95
DISC CAMP-1
REBAR SET
CONC MON.
S79°16’26"E
397.44’
S06°5
4’3
6"E
330.5
5’
S76°16’4
0"W684.40
’
g
g
S38°3
3’4
7"W
72.8
7’
TIE
ONL
Y
g
N76°34’
37"E607.16’
TIE ONLY
g
g
EIPg
SS
673.3’
TIE ONLY
45.81’
N89°31’35"E25.01’
MATCHLINE B MATCHLINE B
X
960
960
970
970
970
970
980
980
970
974
972
968
966
964
S
960
PUBLIC WORKS COMMISSION
NC STATE HIGHWAY AND
CRAFT DRIVE
REBAR SET
CONC MON.
FTIE ONLY
S89°29’01"W
709.59’
DB 559 PG 279
DB 439 PG 101
S00°3
0’5
9"E
129.2
7’
CMON
N89°31’35"E25.01’
ID 1.4
20 ft. weir
Orifice Diameter
with 4.25 inch
5 inch Skimmer
132 x 60 x 3
PHASE 1
D
D
Entrance
Gravel Construction
CONTROL PLAN
SEDIMENT AND EROSION
C5B
NORTH
SCALE OF FEET
0 30 6030
12
C
A
6
B
5 4
D
E
6 5 4
C
3 2 1
A
B
3 2
GE
NE
RA
L
SE
RVIC
ES
DIVISIO
N,
NC
DO
T
FA
CILITIE
S
DE
SIG
NA
RC
HIT
EC
TS
&
EN
GIN
EE
RS
D
E
1
FO
RS
YT
H
CO
UN
TY,
NO
RT
H
CA
RO
LIN
AHIG
HW
AY
DIVISIO
N 9,
NC
DO
TL
AN
DS
CA
PE/
RO
AD
OIL
BUIL
DIN
G
WIN
ST
ON
SA
LE
M
DRAWN BY:
CHECKED BY:
DATE ISSUED:
SHEET NO.
OF
REVISIONS
NO. DATE
STATE CONSTRUCTION
PR
OJ
EC
T:
1
SO
UT
H
WIL
MIN
GT
ON
ST
RE
ET
919/
715-
0400
FA
X
919/
715-
0399
RA
LEIG
H,
NO
RT
H
CA
RO
LIN
A
27601
O
TE
STA
OF
N
AN
RT
HC
L
OA
R
I
F
MT
ED PRA
EN
TO
ONI
TAT
ST
RA
NP
RO
SE
AL:
SE
AL:
BMT
MRD
1/29/07
19
ID.# 05-06373-01A
END C & G
54 LF 30" RCP @ 1%
#8.0
#9.0
#9.1
12" RCP @ 1%
6 LF
#10.0
12" RCP @ 1%
6 LF
#10.1
RCP @ 1%
64 LF 18"
FUTURE PROJECTS)
(WILL TIE INTO
RCP @ 1%
10 LF 30"
END C & G
PAVEMENTEND
N53°35’48"W32.06’
SETREBAR
NORTH
CONTROL PLAN
SEDIMENT AND EROSION
C5A
C
C
C
C
C
CC
CC
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
50
LF 48"
RC
P
@ 1%
#18.0
89 LF 48" RCP @ 1%
50
LF 36"
RC
P
@ 1%
#18.1
#7.0RCP @ 1%70
LF 18"
64 LF 24" R
CP
@ 1%
18" RCP
@ 1%
54 LF
#7.1
#7.2
#7.3
12" RCP @ 1%12 LF
52
LF 30"
RC
P
@ 1%
77
LF 30"
RC
P
@ 1%
93
LF 30"
RC
P
@ 1%
#11.0
80
LF 12" R
CP
@ 1%
#12.0
#13.0
109 LF 24" RCP @ 1%
#14.062 LF 24" RCP @ 1%
#15.0
69 LF 30" RCP @ 1%
#16.058 LF 48" RCP @ 1%
#17.0
RCP @ 1%30
LF 18"
#6.0
#5.0
RCP @ 1%50 LF 18"
#4.0
68 LF 12" RCP @ 1% #3.0
60 LF
12" RCP @ 1
%
#2.0
RC
P
@ 1%
60
LF 12"
#1.0
PHASE 2
Entrance
Gravel Construction
D
SCALE OF FEET
0 30 6030
11
C
A
6
B
5 4
D
E
6 5 4
C
3 2 1
A
B
3 2
GE
NE
RA
L
SE
RVIC
ES
DIVISIO
N,
NC
DO
T
FA
CILITIE
S
DE
SIG
NA
RC
HIT
EC
TS
&
EN
GIN
EE
RS
D
E
1
FO
RS
YT
H
CO
UN
TY,
NO
RT
H
CA
RO
LIN
AHIG
HW
AY
DIVISIO
N 9,
NC
DO
TL
AN
DS
CA
PE/
RO
AD
OIL
BUIL
DIN
G
WIN
ST
ON
SA
LE
M
DRAWN BY:
CHECKED BY:
DATE ISSUED:
SHEET NO.
OF
REVISIONS
NO. DATE
STATE CONSTRUCTION
PR
OJ
EC
T:
1
SO
UT
H
WIL
MIN
GT
ON
ST
RE
ET
919/
715-
0400
FA
X
919/
715-
0399
RA
LEIG
H,
NO
RT
H
CA
RO
LIN
A 27601
O
TE
STA
OF
N
AN
RT
HC
L
OA
R
I
F
MT
ED PRA
EN
TO
ONI
TAT
ST
RA
NP
RO
SE
AL:
SE
AL:
BMT
MRD
1/29/07
19
ID.# 05-06373-01A
MATCHLINE B
A
990
990
966
964
982
980
978
976
974
988986
992
990988
986
958
960
962
964
966
968
970
972
974
976
978
980
982
992 990 988 986
EN
D
PA
VE
ME
NT
986
984
DURING AND AFTER PLACEMENT.)
(STOCKPILE TO BE STABILIZED
36,000 FT x 10 FT HIGH
STOCKPILE
PROPOSED EXCESS SOIL
2
970
970
970
980
980
980
980
980
980
980
990
990
990
990
990
990
980
988
988
988
988
986
986
986
984
984
982
986
986
984
984
986
988
992
994
978976
974
972
968
980
988
S
EM
PL
OY
EE P
AR
KIN
G
STATE PARKING
STATE PARKING
MANAGEMENT AREA
STORM WATER
FFE
PA
RKIN
GVISIT
OR
FFE= 986.0’
986.0’
STATE PARKING60’
R/
WN
OR
TH
CH
ER
RY S
TR
EE
T
60’
60’ R/WPOLO ROAD
ELEV=986.76
E=1626851.14
N=872918.11
NAVD 88
NAD 83/95
DISC CAMP-1
REBAR SET
CONC MON.
S79°16’26"E
397.44’
S06°5
4’3
6"E
330.5
5’
S76°16’4
0"W684.40
’
g
g
S38°3
3’4
7"W
72.8
7’
TIE
ONL
Y
g
N76°34’
37"E607.16’
TIE ONLY
g
g
EIPg
SS
673.3’
TIE ONLY
45.81’
N89°31’35"E25.01’
(20 SYDS)
RIP RAP
EXISTING LINE
TIE INTO
EXISTING LINE
TIE INTO
TIE INTO EXISTING LINETIE INTO EXISTING LINE
JUNCTION BOX
NEW 8’ x 8’ CONCRETE
JUNCTION BOX
NEW 8’ x 8’ CONCRETE
END SECTIONEND SECTION
END SECTIONEND SECTION
MATCHLINE B MATCHLINE B
970
972
968
962960
958
964
964
962
960
976
974
970
972
968
968
966
968
966
964
962
960
958
966
958
960
962
X
968.5
X968.0
X968.0
X
967.5
X
967.5
X967.5
X967.5
X
967.3X967.3
X
968.0
960
960
970
970
970
970
980
980
970
974
972
968
966
964
S
960
MANAGEMENT AREA
STORM WATER
STATE PARKING
PUBLIC WORKS COMMISSION
NC STATE HIGHWAY AND
CRAFT DRIVE
REBAR SET
CONC MON.
FTIE ONLY
S89°29’01"W
709.59’
DB 559 PG 279
DB 439 PG 101
275.0’
S00°3
0’5
9"E
129.2
7’
CMON
N89°31’35"E25.01’D
D
#26.0#26.0
115
LF 24" R
CP
@ 1%
115
LF 24" R
CP
@ 1%
RCP @ 1%
37 LF 12"
RCP @ 1%
37 LF 12"
RC
P
@ 1%
54
LF 18
"
RC
P
@ 1%
54
LF 18
" #24.1
RCP @ 1%
33 LF 12"
RCP @ 1%
33 LF 12"
RCP @ 1%
19 LF 12"
RCP @ 1%
19 LF 12"
RCP @ 1%
35 LF 12"
CC
C
C
C
C
CC
D
D
D
D
DRCP @ 1%
19 LF 12"
RCP @ 1%
19 LF 12"
RCP @ 1%
33 LF 12"
RCP @ 1%
33 LF 12"
135 LF 24" RCP
@ 1%
125 LF 24" RCP
@ 1%
50
LF 48"
RC
P
@ 1%
50
LF 48"
RC
P
@ 1%
50
LF 48"
RC
P
@ 1%
50
LF 52"
RC
P
@ 1%50 LF
52" RCP @ 1%
50 LF 52" R
CP @ 1%
RCP @ 1%
26 LF 12"
RCP @ 1%
20 LF 12"
END SECTION
#31
D
Orifice Diameter
with 4.25 inch
5 inch Skimmer
above Basin Floor.
to Riser Box 1 ft.
Attach Skimmer
CONTROL PLAN
SEDIMENT AND EROSION
C5B
NORTH
PHASE 2
Entrance
Gravel Construction
D
SCALE OF FEET
0 30 6030
12
C
A
6
B
5 4
D
E
6 5 4
C
3 2 1
A
B
3 2
GE
NE
RA
L
SE
RVIC
ES
DIVISIO
N,
NC
DO
T
FA
CILITIE
S
DE
SIG
NA
RC
HIT
EC
TS
&
EN
GIN
EE
RS
D
E
1
FO
RS
YT
H
CO
UN
TY,
NO
RT
H
CA
RO
LIN
AHIG
HW
AY
DIVISIO
N 9,
NC
DO
TL
AN
DS
CA
PE/
RO
AD
OIL
BUIL
DIN
G
WIN
ST
ON
SA
LE
M
DRAWN BY:
CHECKED BY:
DATE ISSUED:
SHEET NO.
OF
REVISIONS
NO. DATE
STATE CONSTRUCTION
PR
OJ
EC
T:
1
SO
UT
H
WIL
MIN
GT
ON
ST
RE
ET
919/
715-
0400
FA
X 919/
715-
0399
RA
LEIG
H,
NO
RT
H
CA
RO
LIN
A 27601
O
TE
STA
OF
N
AN
RT
HC
L
OA
R
I
F
MT
ED PRA
EN
TO
ONI
TAT
ST
RA
NP
RO
SE
AL:
SE
AL:
BMT
MRD
1/29/07
19
ID.# 05-06373-01A