HomeMy WebLinkAbout20150049 Ver 1_Application_20150115ZolS0o19
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Patrick Lloyd McCrory
GOVERNOR
Anthony J. Tata
SECRETARY
January 5, 2015 n F ri. V j 5 a W R D
U.S. Army Corps of Engineers llUlnJ(u' t5
Regulatory Field Office JAN 14 2015
2407 W. 5" St.
Washington, N.C. 27889 OENR -WATER ROSOURC68
TRANSPORTA110N PERMITTING ONCE
Attention: Tracey Wheeler
Subject: Request for NW 3 & 12 Permits and 401 Certifications for the replacement of Bridge #30 over
Perquimans River on SR 1202 (Perrys Bridge Road) in Perquimans County. WBS # 17BP.1.R.46
The North Carolina Department of Transportation is requesting the issuance of NW 3 and NW 12
permits and 401 Water Quality Certifications for the replacement of Bridge #30 in Perquimans County. The
bridge is located on SR 1202 approximately 3.0 miles north of the intersection of NC Highway 37 and
spans the Perquimans River. The Perquimans River is classified as class C;Sw waters. Bridge #30 is
currently a seven span pre - stressed concrete channel deck on concrete caps & timber piles; OAL = 119'.
This structure will be removed using NCDOT's guidelines for bridge removal. The proposed bridge will be
placed on its existing alignment. The new bridge structure will be a double span 24" cored slab type bridge;
130' long by 33' wide. Construction of the proposed bridge and associated utility relocations will result in
0.09 acres of permanent wetland impacts, with hand - clearing resulting in 0.19 acres of temporary wetland
impacts. An off -site detour will be utilized during construction.
Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you
have questions please call me at (252) 482 -1876.
Sincerely,
4
Clay Wdhs
Division One Environmental Officer
CC: Garcy Ward
Sonia Carrillo
Bridge #30 on Perrys Bridge Road
SR 1202 in Perquimans County
Perquimans River
0.5 1 2 Miles
Attachment G: Low /Minimal Impact
Bridae Project Data Sheet
@IgNObR
15 0
Completed by:
"C'S
nN0 UNIT
TIP NO
D81- 710030
WBS Element No.
"BP .1.R.46
County
PERQUIMANS BPQ� ESO
Bridge Number
71.0030
Description
ON SR 1202 OVER PERQUIMANS RIVER
Basin
PASQUOTANK- 8-0IGIT HUC 03010205
Classification
C:Sw
Stream
SIN
DWQ INDEX# 364k l); • PERQUIMANS RIVER
Type
WARM /INLAND /SWAMP
Size
VARIES IN WIDTH FROM 80.90 FEET AND DEPTH 7.0— 9.5 FEET
Type
PPC CHANNEL DECK ON PPC CAPS/TIMSER PILES
Existing Structure
Size
119 FEET LONG 25.4 FEET WIDE
Suff. Rating
BRIDGE HAS A SUFFICIENCY RATING OF 72.5
Proposed Structure
Type
24" CORED SLAB
Size
130 FEET LONG x 33 FEET WIDE
Stream
USACE (LF)
0
NCDWO Impacts (LF)
0
USACE Impacts (AC)
g,Og
Wetlands
Non 404 Impacts (AC)
NIA
CAMA Impacts (AC)
0.09
NC DWQ Buffers Impacts (SF)
N/A
Buffer Application Required (Y /N)
N
State Slonnwater Penult Required (Y/N)
N
Habitat
NO
T8E
F SpecAes Present
NO HABITAT PRESENT
Blo Conclusion
NO EFFECT
Moratorium
Type
Anadromous Fish Passage
Dates
Feb 15 — June 30
Trout Waters
Native /Hatchery
N/A
Trout Species Present
N/A
Trout Conditions (Y /N)
N/A
WRC Reviewer
N/A
CAMA
AECS
CAMA PERMIT REQUIRED
Essential Fish
Habitat
NO
Nev.
Opening
80 FEET WIDE X 5 FEET HIGH
USCG
Permit
NONE
Properties
NO FURTHER SURVEY REQUIRED
Resources
NO FURTHER SURVEY REQUIRED
EAr0haeologlcal
Lands
NONE
Resources
NONE
Resources
NONE
Wild and
Scenic River
NONE
Federal
Lands
NONE
TVA
Area
NONE
FEMA
Buyout
NIA
FEMA
Flood Study
ZONE AE w/ Floodwa
USTs
Haz Mats
NONE
Relocatees
NONE
Location
L'E'T
36.307666
LONG
- 76.543916
Project Comments
Completed by:
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nN0 UNIT
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16 141,\ 1424 ONEN \� /
\ - f `
f 1204
1423 1417 f \
1418 f Y
f 1301 1206 — 1205
\ i
' \ -- 1202 \ _
1002 '•�' 1001 1211
COUkTY
LI(d€ r
�• J� l
•`\ _ ••�',v 1 1001\
1200
37 I268 �, .
- PROJECT
DB1- 710030
,-� 1307
UNITY J
LINY., I E0 1214 /
-' 1002
1305 — 1119 1213
ITm
1308
DETOUR VICINITY MAP
(NTS)
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT
SHALL BE PREFORMED TO THE
LIMITS ESTABLISHED BY METHOD II - MODIFIED
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN
DATA
ADT 2013 =
320
ADT 2033 =
WA
DHV =
WA %
D =
WA %
T =
WA %
V =
50 MPH
* TTST =WA DUAL WA%
FUNC CLASS
= R -LOCAL
SUBREGIONAL TIER
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
SR �Z00
10 8.!v\or�RE
LOCATION. BRIDGE No. 30 OVER PERQUIMANS RIVER
ON SR 1202 (PERRYS BRIDGE ROAD)
TYPE OF WORK: PAVING, GRADING, GUARDRAIL, DRAINAGE
AND STRUCTURE
WETLAND AND SURFACE
WATER IMPACTS PERMIT
-L- STA. 15 +20.00 BEGIN BRIDGE
PROJECT LENGTH
LENGTH ROADWAY PROJECT DB1- 710030 = 0.056 mi.
LENGTH STRUCTURE PROJECT DB1- 710030= 0.025 mi.
TOTAL LENGTH PROJECT DB1- 710030 = 0.081 mi.
NCDOT CONTACT : K. ZAK HAMIDI. P.E.
TRANSPORTATION PROGRAM MANAGEMENT UNIT
END STATE PROJECT DB1 -7100
Z /
SR 1202
BRIDGE ROAD
............... ........
STA.16 +50.10 END BRIDGE
PLEpoIed fV NCDOT In Me Offloo of:
moffatt & nlchol
RIGHT OF WAY DATE: TIM REID. P.E.
March 19, 2013 PROJECT ENGINEER
LETTING DATE: I TRENT HUFFMAN, P.E.
March 19. 2013 PROJECT DESIGN ENGINEER
i l6 .RWRR RR.NYI[1 XO
DB1- 710030 1
`McLean
PON I EMPLOYE COMPANY
I00% EMPLOYEE OWMfO
,", moffatt & nlchol
PERMIT DRAWINGS
BRIDGE DB1- 710030
SUBMITTAL : P207
DATE : 11 /17 /2014
PERMIT DRAWINGS
SHEET 1 OF 15
NA \
NS RS 2 07
TO S
?OS
TO HICKORY CROSSROApS
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
INCOMPLETE PLANS
VO NM V E MR R/Y AMVILTON
PRELIMINARY PLANS
. NOl' V.E PoR WNSTRVCTION
NOTES:
1. COAT EXPOSED STEEL RODS WITH BITUMINOUS BASE PAM.
2 X x Y MUST EOUk THE SOUARE FOOTAGE OC THE OWING MEA SHOWN IN THE TABLE BELOIY.
SI HB SURFACE AREA FOR VNYT FOOTINGS
TRENCH
NOTE
V&VE BOX SNkL NOT CONTACT VALVE OR MAN. •'\
STANDARD VALVE BOX MALLATION
NO SCALE
STANDARD GATE VALVE FOOTING
L
NO SCALE
ANCHOR
TAMPED
—L-
L
PL Sta 12 +62.21
PI Sto 14 +8954
PI Sto 16 +36.55
D = V 30' 00 0 "
D = 11' 50' 41.E (LT)
D = 7' 18. 11.9 ", (LT)
,(LT)
D 2' 05' 00.5'
D fi 52 41.7
D = 5 58' 28.3'
L = 71.99'
L = 172,23
L = 122.24'
T 36.00'
61.20'
T =86.42
T=
R 2750.00
R 833.00'
R = 959.00'
SE = 0.025
SE = 0.060
SE 0.060
ITS = 40 mph
DS 50 mph
OS = 50 mph
NOTES:
1. COAT EXPOSED STEEL RODS WITH BITUMINOUS BASE PAM.
2 X x Y MUST EOUk THE SOUARE FOOTAGE OC THE OWING MEA SHOWN IN THE TABLE BELOIY.
SI HB SURFACE AREA FOR VNYT FOOTINGS
TRENCH
NOTE
V&VE BOX SNkL NOT CONTACT VALVE OR MAN. •'\
STANDARD VALVE BOX MALLATION
NO SCALE
STANDARD GATE VALVE FOOTING
L
NO SCALE
ANCHOR
TAMPED
PIP
INOISIURBEO TRENCH VINE � �e�- WHO (3a"O P'S'I') 0.0.
SOIL A TCMWV
I II I
••1 • AS ANCHOR RING
WVN LP • MAN
- ANCHOR RIHC
UNDISTURBED '
SOIL S.N I. MIN. CLEM
F,I RHIlVPORCRITC
NOTES:
1. CONCRETE FOR THRUST COLVR EXTENDING INTO SIDES OF TRENCH
SCHEDULE SWLLL BE POURED ACAMSF "I UNDISTURBED SOUTH,
CONCRETE THRUST WLIA9 ANCHOR RING RIBS REQUIRED
2' CONCRETE SHALL BE 25CO P51.
3. USE 'MEGA -LUG' STEARNS GLAND AS M ANCHOR RING
A B C 4. 6' TO 16' MNNS = 12 -NO.7 BNS
r -o' Y -0• z OxE 20• TO 36' MANS = 12 -NO.8 BARS RIMS PLACED AS SHOWN
STANDARD THRUST COLLAR INSTALLATION
NO SCALE
MINIMUM CONCRETE BLACKING (C.Y.)-
NDA. INPE DEAD ENDS BEND BEND 2BEN02 16EN�4
6 I/3 1/3
I/3 T12 1 1/3 1 1/3
-CONCRETE SHALL BE 3000 P.S.I. MIX.
UNgS1URBE0 EAR1H
NOES:
rv0 wrxRETE 9164E co-rtR BOLTS OR cuuos.
STANDARD REACTION BLOQQNG
NO SCALE
vnonn ........................ n
TBM -1 ELEVATION = 2.41
N 872716 E 2802096
BE STATION 9 +39.00 20 LEH
RAILROAD SPIKE IN BASE OF 18•
RED MAPLE
PERQUIMANS COUNTY
ON SR 1321, MUDDY CREEK RD
OVER MUDDY CREEK
DATUM DESCRIPTION
THE LOGIRED CWRDWE SYSTEM DEVELOPED FOR THIS PRWECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
JOINER BEERY FOR MONUMENT 'BL -2•
WITH NN 83 /COBS 96 STATE PLANE MD COORDI OF
NORMmG 872746.46(i1) EATING: 2802027.331
ELEVATION: 3.61(11)
THE AVERAGE CONDONED GRID FACTOR USED ON THIS PRWECT
(GROUND TO GRID) I5: 0.999999466
BL -1 - N= 072999.64, E= 2801162.41, ELEV.=3.37
BL -2 - N= 812146.46, E- 2802027.33. ELEV. 2.81
BL -3 - N= 872520.22 E= 2802303.7E ELEV.=3.58
GENERAL NOTES:
®McLean
CONFRAL FM NC COMPANY
T00% EMPLOYEE OWNED
„" moffatt R nichol
PERMIT DRAWINGS
SHEET 2 OF 15
lqm
1. PEH4WMAM4�UVIYWA/ ERSYSIEMVALV63i4LLLQ `LLYBEQ°ERATEOBY
PER%R11A6N'SOOAL LYPER80VNNEL.
z mNmacTr3RSNAU. PRwaDEaxpwawaNlf�roa (dsEKAPPEU,
PERQINMANSPOUNTY WAIERSYBTEMDIRECIOi ( lRLy1JKt), PRpR roANY
PIANNEOSNUIOOWNOFTHEWAIFRSiSTEM.
1 NO PERpNMANSOWNIYWAIERSYSTEMCUt1 'OMERSIf4LL BEW11HfMfEWA1ER
SER✓N£ POR M1lOViE 1144NENRRf1/HOINffid!E roBfOOGE PRLUELTG10ffSTRULIlOVM.
GRAPHIC SCALE
31 0 16 b 40
(INFEq
b.m%
RPE DIAMETER L
L
2' CONCRETE SHALL BE 25CO P51.
3. USE 'MEGA -LUG' STEARNS GLAND AS M ANCHOR RING
A B C 4. 6' TO 16' MNNS = 12 -NO.7 BNS
r -o' Y -0• z OxE 20• TO 36' MANS = 12 -NO.8 BARS RIMS PLACED AS SHOWN
STANDARD THRUST COLLAR INSTALLATION
NO SCALE
MINIMUM CONCRETE BLACKING (C.Y.)-
NDA. INPE DEAD ENDS BEND BEND 2BEN02 16EN�4
6 I/3 1/3
I/3 T12 1 1/3 1 1/3
-CONCRETE SHALL BE 3000 P.S.I. MIX.
UNgS1URBE0 EAR1H
NOES:
rv0 wrxRETE 9164E co-rtR BOLTS OR cuuos.
STANDARD REACTION BLOQQNG
NO SCALE
vnonn ........................ n
TBM -1 ELEVATION = 2.41
N 872716 E 2802096
BE STATION 9 +39.00 20 LEH
RAILROAD SPIKE IN BASE OF 18•
RED MAPLE
PERQUIMANS COUNTY
ON SR 1321, MUDDY CREEK RD
OVER MUDDY CREEK
DATUM DESCRIPTION
THE LOGIRED CWRDWE SYSTEM DEVELOPED FOR THIS PRWECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
JOINER BEERY FOR MONUMENT 'BL -2•
WITH NN 83 /COBS 96 STATE PLANE MD COORDI OF
NORMmG 872746.46(i1) EATING: 2802027.331
ELEVATION: 3.61(11)
THE AVERAGE CONDONED GRID FACTOR USED ON THIS PRWECT
(GROUND TO GRID) I5: 0.999999466
BL -1 - N= 072999.64, E= 2801162.41, ELEV.=3.37
BL -2 - N= 812146.46, E- 2802027.33. ELEV. 2.81
BL -3 - N= 872520.22 E= 2802303.7E ELEV.=3.58
GENERAL NOTES:
®McLean
CONFRAL FM NC COMPANY
T00% EMPLOYEE OWNED
„" moffatt R nichol
PERMIT DRAWINGS
SHEET 2 OF 15
lqm
1. PEH4WMAM4�UVIYWA/ ERSYSIEMVALV63i4LLLQ `LLYBEQ°ERATEOBY
PER%R11A6N'SOOAL LYPER80VNNEL.
z mNmacTr3RSNAU. PRwaDEaxpwawaNlf�roa (dsEKAPPEU,
PERQINMANSPOUNTY WAIERSYBTEMDIRECIOi ( lRLy1JKt), PRpR roANY
PIANNEOSNUIOOWNOFTHEWAIFRSiSTEM.
1 NO PERpNMANSOWNIYWAIERSYSTEMCUt1 'OMERSIf4LL BEW11HfMfEWA1ER
SER✓N£ POR M1lOViE 1144NENRRf1/HOINffid!E roBfOOGE PRLUELTG10ffSTRULIlOVM.
GRAPHIC SCALE
31 0 16 b 40
(INFEq
b.m%
-CONCRETE SHALL BE 3000 P.S.I. MIX.
UNgS1URBE0 EAR1H
NOES:
rv0 wrxRETE 9164E co-rtR BOLTS OR cuuos.
STANDARD REACTION BLOQQNG
NO SCALE
vnonn ........................ n
TBM -1 ELEVATION = 2.41
N 872716 E 2802096
BE STATION 9 +39.00 20 LEH
RAILROAD SPIKE IN BASE OF 18•
RED MAPLE
PERQUIMANS COUNTY
ON SR 1321, MUDDY CREEK RD
OVER MUDDY CREEK
DATUM DESCRIPTION
THE LOGIRED CWRDWE SYSTEM DEVELOPED FOR THIS PRWECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
JOINER BEERY FOR MONUMENT 'BL -2•
WITH NN 83 /COBS 96 STATE PLANE MD COORDI OF
NORMmG 872746.46(i1) EATING: 2802027.331
ELEVATION: 3.61(11)
THE AVERAGE CONDONED GRID FACTOR USED ON THIS PRWECT
(GROUND TO GRID) I5: 0.999999466
BL -1 - N= 072999.64, E= 2801162.41, ELEV.=3.37
BL -2 - N= 812146.46, E- 2802027.33. ELEV. 2.81
BL -3 - N= 872520.22 E= 2802303.7E ELEV.=3.58
GENERAL NOTES:
®McLean
CONFRAL FM NC COMPANY
T00% EMPLOYEE OWNED
„" moffatt R nichol
PERMIT DRAWINGS
SHEET 2 OF 15
lqm
1. PEH4WMAM4�UVIYWA/ ERSYSIEMVALV63i4LLLQ `LLYBEQ°ERATEOBY
PER%R11A6N'SOOAL LYPER80VNNEL.
z mNmacTr3RSNAU. PRwaDEaxpwawaNlf�roa (dsEKAPPEU,
PERQINMANSPOUNTY WAIERSYBTEMDIRECIOi ( lRLy1JKt), PRpR roANY
PIANNEOSNUIOOWNOFTHEWAIFRSiSTEM.
1 NO PERpNMANSOWNIYWAIERSYSTEMCUt1 'OMERSIf4LL BEW11HfMfEWA1ER
SER✓N£ POR M1lOViE 1144NENRRf1/HOINffid!E roBfOOGE PRLUELTG10ffSTRULIlOVM.
GRAPHIC SCALE
31 0 16 b 40
(INFEq
b.m%
N'�fan ON IPACia PA NY
00% EMPLOYEE OWNED
,", moffaft & nlohol
PERMIT DRAWINGS
SHEET 3 OF 15
RETAIN EXISTING POWER POLE
ADD ADDITIONAL GUY WIRES
BORE PIT
. .��
BORE PIT
r
i PROPOSED /
POWER POLE J
PERMANENT UTILITIES .McLean
PRELIMINARY PLANS IBO %rEYPL0/e'FE OWNEOB,
M NM VN p0R CONBTPVCIION
BY OTHERS hdhq moffatt & nlchol
O
DIRECTIONAL BORE t
FROM STA 13 +8
31
F
. . I
BORE
;.
. o
= P7:1�9111
PERMIT DRAWING
SHEET 4 OF 15
e
RETAIN EXISTING POLE
/—PROPOSED
@POWER POLE
RETAIN EXISTING POLE
FOR POWER LINE PROFILE SEE SHEET UO-3
i
29
/
O
DIRECTIONAL BORE t
FROM STA 13 +8
31
F
. . I
BORE
;.
. o
= P7:1�9111
PERMIT DRAWING
SHEET 4 OF 15
e
RETAIN EXISTING POLE
/—PROPOSED
@POWER POLE
RETAIN EXISTING POLE
FOR POWER LINE PROFILE SEE SHEET UO-3
BEGIN APPROACH SCAB
-L- STA I5+09DI
BRIDGE SKETCH lNTSI
-L- PT 16+6013
ALONG THE CHORD
HC
..i RE PIT
SITE, 1
HC--,/
C
FOR ADDITIONAL E,4
s ` ` POE SEE INSET •l
MC
ELLEN RODICK ESTATE
c/e WILLIE C RIDDICK
— D04 PL 265
R. JEFFERY HEIRS
Oki 64 PG 5
OB 133 PG 356 WAP1
NOTES:
\ 1) Propoing sed brdge: 2Q65'; OAL =130'
Exist brri e: 7Q165 OAL =119'
NO DECK DRAINS OVER OPEN WATER
\ L ¢
i
�P
0
� ¢W
ROADWAY IMPACTS
'PAP' /
4
/
NAND
L 0.
MECHANIZED
CLEARING
POWER POLES
AND AN
HAND
CLEARING
SITE 1
109 SF
473 SF
O
1124 SF
Q
1254 SF
621 SF
0 SF
173 SF
SITE 3
1457 SF
795 SF
145 SF
BEGIN BRIDGE END BRIDGE
-L- STA 15f2OX -L- STA 16 +5010
I30Od
ALONG THE CHORD
HC
..i RE PIT
SITE, 1
HC--,/
C
FOR ADDITIONAL E,4
s ` ` POE SEE INSET •l
MC
ELLEN RODICK ESTATE
c/e WILLIE C RIDDICK
— D04 PL 265
R. JEFFERY HEIRS
Oki 64 PG 5
OB 133 PG 356 WAP1
NOTES:
\ 1) Propoing sed brdge: 2Q65'; OAL =130'
Exist brri e: 7Q165 OAL =119'
NO DECK DRAINS OVER OPEN WATER
\ L ¢
i
�P
0
� ¢W
PROP U/G TEL CABLES
ROADWAY IMPACTS
'PAP' /
/
NAND
L 0.
MECHANIZED
CLEARING
POWER POLES
AND AN
HAND
CLEARING
SITE 1
109 SF
473 SF
man"
PROP U/G TEL CABLES
I E 2
rLC.
N 95yoo.C;W
NO.
m NOW UM
PERMIT DRAWING
SHEET 7 OF 15
MARY CLARKS BIDDEN .MCLea/�
DO 288 PG 2E6
EON Z EMPLOYE COMPANY
I00% EMPLOYEE OWNED
-HC ,,,, moffatt & nlchol
A.
~ BORE P
i
ROADWAY IMPACTS
UTILITY IMPACTS
WETLAND
IMPACTS
FILL
NAND
L 0.
MECHANIZED
CLEARING
POWER POLES
AND AN
HAND
CLEARING
SITE 1
109 SF
473 SF
106 F
1124 SF
E 2
1254 SF
621 SF
0 SF
173 SF
SITE 3
1457 SF
795 SF
145 SF
3693 SF
SITE 4
753 SF
634 SF
69 SF
625 SF
TOTAL
3573 SF
2523 SF
320 SF
5615 SF
I E 2
rLC.
N 95yoo.C;W
NO.
m NOW UM
PERMIT DRAWING
SHEET 7 OF 15
MARY CLARKS BIDDEN .MCLea/�
DO 288 PG 2E6
EON Z EMPLOYE COMPANY
I00% EMPLOYEE OWNED
-HC ,,,, moffatt & nlchol
A.
~ BORE P
i
Q10 = 0. CFS
WIRES
V10 = 0. FT/S
i
Q10 0.5
CFS
SITE 41
I V10 0.6
F T HC
Y Y Y i. k_ _
z�
F DENOTES FILL IN
A
SITE'
3
WETLAND
a
BORE PIT
HAND CLE�RING
I
®DENOTES
IN WETLAND
�.
FOR ADDITIONAL EASEMENT
D DENOTES MECHANIZE
/•
SEE INSET •2
CLEARING
\
FOR —L— PROFILE SEE SHEET 5
RIGHT —OF —WAY INSET •2
T
` Y y Y } * /
}} Y }Y } } C _
VAN OENIOp T
iGO 4 PG 261
} } Y }
A
E4
y-
rI.�YPROP LTG I, WiARLES Ir sf ROP U
�G 4E 6 Y Y -- -� - -ne
Y } }
Y* Y* }*
y
Y*
Y } Y y
y Y Y* Y Y} Y Y } Y Y y } Y Y }* } y } Y
y y Y y Y Y r Y Y
Y
A
Y y y * y *
M C
_ Y
RIGHT —OF —WAY INSET •I
WIRES
4 4 4
Y Y Y i. k_ _
MC
A
BORE PIT
/•
��
. k
s t i iv
AC
a
- "
=
�
/
DINES � "
E r •
t. -�
—
PA9g'
Y i
MC
t A
-ik
�4 i b
�,. t
•D14k 'tE
• Y
ca A
L,4�a...i
EY •Y
4 4
�
\
FOR —L— PROFILE SEE SHEET 5
RIGHT —OF —WAY INSET •2
T
` Y y Y } * /
}} Y }Y } } C _
VAN OENIOp T
iGO 4 PG 261
} } Y }
A
E4
y-
rI.�YPROP LTG I, WiARLES Ir sf ROP U
�G 4E 6 Y Y -- -� - -ne
Y } }
Y* Y* }*
y
Y*
Y } Y y
y Y Y* Y Y} Y Y } Y Y y } Y Y }* } y } Y
y y Y y Y Y r Y Y
Y
A
Y y y * y *
M C
_ Y
BEGIN APPAGACH SLAB
-L- STA I5 +0901
BRIDGE SKETCH lNTSI
-L- PT SN3013
Ma
.A IIIL L.
T .. . A .
. .
. . -, i
TE—,—s r ' j
i
.. j BORE PITS E �`- i►
+' A . . . A TOE
MC
SITE
S
a. F wwTE HEIRS
1 Va JEPEEFY WNSLOW
08 6I PC 5
OB 133 PG 356 WAS
HC F'
NOTES:
\ 1) Proposed bridge: 2 @65'; OAL =130'
Existing bridge: 7@17"; OAL =119'
NO DECK DRAINS OVER OPEN WATER
At
X"
=a
t PROP BIG TEL CABLES W.
_ kABiES
R,
Q10 =
' HC QYrrU : f V10 = 0
ROADWAY IMPACTS
RIGHT -OF -WAY INSET 'I
WIRES
HAND
CLEARING
FOR ADDITIONAL EASEMENT/
k k k x x
SITE 1
SEE INSET 'I
473 SF
x x x k k ..
1124 SF
MC
1254 SF
DENOTES FILL IN
s
173 SF
SITE 3
WETLAND
,a. JrG£LPY HUPI5SO
145 SF
BEGIN ENB BRIDGE
5NF
-L- STA A 1S +ZJLO -L- STA 16 +50JO
/30L
.A IIIL L.
T .. . A .
. .
. . -, i
TE—,—s r ' j
i
.. j BORE PITS E �`- i►
+' A . . . A TOE
MC
SITE
S
a. F wwTE HEIRS
1 Va JEPEEFY WNSLOW
08 6I PC 5
OB 133 PG 356 WAS
HC F'
NOTES:
\ 1) Proposed bridge: 2 @65'; OAL =130'
Existing bridge: 7@17"; OAL =119'
NO DECK DRAINS OVER OPEN WATER
At
X"
=a
t PROP BIG TEL CABLES W.
_ kABiES
R,
Q10 =
' HC QYrrU : f V10 = 0
US
FT/S
ROADWAY IMPACTS
RIGHT -OF -WAY INSET 'I
WIRES
HAND
CLEARING
FOR ADDITIONAL EASEMENT/
k k k x x
SITE 1
SEE INSET 'I
473 SF
x x x k k ..
1124 SF
MC
1254 SF
DENOTES FILL IN
s
173 SF
SITE 3
WETLAND
,a. JrG£LPY HUPI5SO
145 SF
k k x Y k x
DENOTES HAND C
LLEN ROOIZ> ESTnTE
634 SF
®
IN WETLAND
„/o WILUE H. NIDDLf3�
3573 SF
"k
320 SF
DB e'PCF05 -,
k x,Y k
DENOTES MECHAN
\- '.
\
CLEARING
US
FT/S
ROADWAY IMPACTS
RIGHT -OF -WAY INSET 'I
WIRES
HAND
CLEARING
k
k k k x x
SITE 1
109 SF
473 SF
x x x k k ..
1124 SF
MC
1254 SF
_d> .
s
173 SF
SITE 3
1457 SF
,a. JrG£LPY HUPI5SO
145 SF
k k x Y k x
BORE PIT
D2 64 PG 5
634 SF
69 SF
-
D6 i33 P6 356 1 Ail
3573 SF
"k
320 SF
C
k x,Y k
fib
A k _
0 "o7
"
pP9.PA
k k
y mss-" s x k
x pUE
MC
� 4 /A
ik /k k xk
x
IIE k -0KF: ESinIE
,i
PIODA,
Pi. 265
US
FT/S
N9'
SHEET NO.
PRELIMINARY PLANS
M Nor LB. PoRI .�9TRIICTION
PERMIT DRAWING
SHEET 8 OF 15
Y L .HNE N McLean
CIL
8 ,$ 269
MY ON I EMPLOYE POKED Ee% EMPLOYEE OWNED
—HC ,,,, moffaff & nichol
Mir
A
L==' Q10 0.5 CFS HC V10 0.6 FT/S
SITE 3
RIGHT -OF -WAY INSET '2
_...
� A .
BIORE P
- :art:::
MARL C A4 r_ FR
oC ,
FOR ADDITIONAL
SEE INSET '2
U /
\
FOR -L- PROFILE SEE SHEET 5
VAN BENTON —T-
4 PG 261
y Y /
A
90
AO _.
y
��FNOV IN Py0W CABLES= s ' sPfl P U G E Y t - - - �._ _hs
4 Y Y i- - - --
Y Y
Y Y } Y t } i y } Y Y } Y } Y y t Y y Y Y} Y y Y
Y Y y y t Y /V ®WLI
t Y t Y Y Y Y Y Y Y y y Y Y Y Y t Y
A, Y Y y y Y y y
Y Y Y Y Y
' • Y y Y Y Y Y� Y Y Y t t
C Y CZY MARE iLLARrcf y Y Y } Y y
M08 268 F
ROADWAY IMPACTS
UTILITY IMPACTS
WETLAND
IMPALES
FILL
HAND
CLEARING
MECHANIZED
CLEARING
POWER POLES
AN AN O S
HAND
CLEARING
SITE 1
109 SF
473 SF
106 S
1124 SF
Z
1254 SF
621 SF
s
173 SF
SITE 3
1457 SF
�
145 SF
u
SITE 4
NG
634 SF
69 SF
625 SF
TOTAL
3573 SF
N9'
SHEET NO.
PRELIMINARY PLANS
M Nor LB. PoRI .�9TRIICTION
PERMIT DRAWING
SHEET 8 OF 15
Y L .HNE N McLean
CIL
8 ,$ 269
MY ON I EMPLOYE POKED Ee% EMPLOYEE OWNED
—HC ,,,, moffaff & nichol
Mir
A
L==' Q10 0.5 CFS HC V10 0.6 FT/S
SITE 3
RIGHT -OF -WAY INSET '2
_...
� A .
BIORE P
- :art:::
MARL C A4 r_ FR
oC ,
FOR ADDITIONAL
SEE INSET '2
U /
\
FOR -L- PROFILE SEE SHEET 5
VAN BENTON —T-
4 PG 261
y Y /
A
90
AO _.
y
��FNOV IN Py0W CABLES= s ' sPfl P U G E Y t - - - �._ _hs
4 Y Y i- - - --
Y Y
Y Y } Y t } i y } Y Y } Y } Y y t Y y Y Y} Y y Y
Y Y y y t Y /V ®WLI
t Y t Y Y Y Y Y Y Y y y Y Y Y Y t Y
A, Y Y y y Y y y
Y Y Y Y Y
' • Y y Y Y Y Y� Y Y Y t t
C Y CZY MARE iLLARrcf y Y Y } Y y
M08 268 F
ROADWAY IMPACTS
UTILITY IMPACTS
WETLAND
IMPALES
FILL
HAND
CLEARING
MECHANIZED
CLEARING
POWER POLES
AN AN O S
HAND
CLEARING
SITE 1
109 SF
473 SF
106 S
1124 SF
SITE 2
1254 SF
621 SF
0 SF
173 SF
SITE 3
1457 SF
795 SF
145 SF
3693 SF
SITE 4
753 SF
634 SF
69 SF
625 SF
TOTAL
3573 SF
2523 SF
320 SF
5615 SF
N9'
SHEET NO.
PRELIMINARY PLANS
M Nor LB. PoRI .�9TRIICTION
PERMIT DRAWING
SHEET 8 OF 15
Y L .HNE N McLean
CIL
8 ,$ 269
MY ON I EMPLOYE POKED Ee% EMPLOYEE OWNED
—HC ,,,, moffaff & nichol
Mir
A
L==' Q10 0.5 CFS HC V10 0.6 FT/S
SITE 3
RIGHT -OF -WAY INSET '2
_...
� A .
BIORE P
- :art:::
MARL C A4 r_ FR
oC ,
FOR ADDITIONAL
SEE INSET '2
U /
\
FOR -L- PROFILE SEE SHEET 5
VAN BENTON —T-
4 PG 261
y Y /
A
90
AO _.
y
��FNOV IN Py0W CABLES= s ' sPfl P U G E Y t - - - �._ _hs
4 Y Y i- - - --
Y Y
Y Y } Y t } i y } Y Y } Y } Y y t Y y Y Y} Y y Y
Y Y y y t Y /V ®WLI
t Y t Y Y Y Y Y Y Y y y Y Y Y Y t Y
A, Y Y y y Y y y
Y Y Y Y Y
' • Y y Y Y Y Y� Y Y Y t t
C Y CZY MARE iLLARrcf y Y Y } Y y
M08 268 F
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From ?o)
Structure
Size /Type
Permanent
Fill In
Wetlands
ac
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac
Hand
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
14 +59 -15 +34 LT -L-
Embankment Fill / Clearing
<0.01
<0.01
0.04
2
16 +47 -17 +65 LT -L-
Embankment Fill / CIRE[D2
0.03
0.02
3
16 +44 -18 +37 RT -L-
Embankment Fill / Clearing
0,03
<0.01
0.10
4
13 +28 - 15 +20 RT -L-
Embankment Fill / Clearing
0.02
<0.01
0.03
TOTALS:
0.08
0.00
0.00
<0.01
0.19
0.00
0.00
0
0
Bent= 7 sq ft
NC DEPARTMENT OF TRANSPORTATION
DNISION OF HIGHWAYS
Pequimans County
PROJECT: 17BP.2.R.47 (D &710030)