project commitments - ncdot individual... · project commitments ... v is io n s remove 2gi 3 p c r...

PROJECT COMMITMENTS

T.I.P. Project No. U-0071 East End Connector from NC 147 (Durham Freeway/Buck Dean Expressway) to

north of NC 98 (Holloway Street) in Durham Durham County

Federal Aid Project No. NHF-76-1(2) WBS Element 34745.1.1

COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN PDEA/Roadway Design The NCDOT will coordinate with the City of Durham regarding providing destination signage along the East End Connector to attractions in east Durham. The NCDOT will coordinate with the Durham Area Transit Authority (DATA) regarding delays and detours during construction, as well as potential relocations of bus stops on US 70 and Holloway Street. NCDOT will attach conduit to the East End Connector bridges over Holloway Street and Angier Avenue. Right-of-Way Branch The NCDOT will mitigate the acquisition of 0.30 acres of parkland from C. R. Wood Park by acquiring land adjacent to the C. R. Wood Park and donating this land to the City of Durham Parks and Recreation Department in accordance with Section 6(f) of the Land and Water Conservation Fund Act. Prior to land donation, the NCDOT will remove the existing residence currently located on this property. PDEA/Division 5 The NCDOT will also mitigate the acquisition of 0.30 acres of parkland from C. R. Wood Park by paving the C. R. Wood basketball courts or parking lot, in coordination with the City of Durham Parks and Recreation Department.

COMMITMENTS FROM PERMITTING Division 5/ Hydraulics Unit Any modifications to the 401 Water Quality Certification in the Jordan Basin portion that propose additional stream impacts or increased impervious surface requiring additional stormwater management may be subject the Jordan Water Supply Nutrient Strategy (15A NCAC02B .0267). The NCDOT shall coordinate with the NCDWR prior to submitting a modification request to determine the applicability of the Jordan Water Supply Nutrient Strategy.

U-0071 Permit Greensheet December 2015 of 2

This condition does not apply to major modifications for additional sections of the project that were covered under the Finding of No Significant Impact or approved in the Avoidance and Minimization stage of the project. Permit Modification No. 1 No additional commitments have been added as a result of either the USACE permit modification, dated May 7, 2015, or the NCDWR permit modification, dated April 15, 2015. Permit Modification No. 2 No additional commitments have been added as a result of either the USACE permit modification, dated December 7, 2015, or the NCDWR permit modification, dated October 26, 2015.

U-0071 Permit Greensheet December 2015 of 2

jsmason

Text Box

Permit Drawing Sheet 1A of 91 Added October 2015

IMPACTS

SURFACE WATER

WATER IMPACTS

TEMP. SURFACE

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

IMPACTS

SURFACE WATER

IMPACTS

SURFACE WATER

WATER IMPACTS

TEMP. SURFACE

IMPACTS

SURFACE WATER

S SSURFACE WATER

DENOTES IMPACTS IN

FILL IN WETLANDS

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

9-CU-0071

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

SITE 5SITE 4

WETLANDDENOTES FILL INF F

SITE 6

on Sheet 9-B

Complete site shown

on Sheet 9-B

Complete site shown

SITE 7

SITE 8

SITE 8

SITE 7

( Not to Scale)

2:1

B

d2:1 1"/Ft.

-Y4- STA. 19+50 TO STA. 20+30 LT

DETAIL ZZ

*When B is < 6.0’

Type of Liner= Class I Rip-Rap

Slope

Fill

GEOTEXTILE

LATERAL BASE FALSE CUT

Proposed Swale

W b

2:1Z

W=2.0 Ft.

b=4.0 Ft.

B=4.0 Ft.

Min. Z=1.0 Ft.

Max. d=2.0 Ft.

Min. D=2.0 Ft.

D

IMPACTS

SURFACE WATER

508

509

510

W/LT

512511

W/LT

513514

515

518

517

527

521

SIG LT

SIG LT

516

522

323

324

528

8’ SOIL

8’ SOIL

8’ SOIL

20’ BST

S

MTL

GR

1SBKD

S

S

S48" C

HL

48" C

HL

G

BST

US 70 46’

BST

7’ BST

6’ BST

12’ S

OIL

WALL

BLK

MTL

MTL

RIP

RA

P

15" R

CP

18" RCP

US 70 46’

BST

20’ B

ST

EAS

T

EN

D

DR

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

DUR

AL R

D

18" R

CP

15" HDPE

15" HDPE

15" CMP

TO

P=369.5

0’

EN

D

NO

T

FO

UN

D

1-6

X9.5

BA

RR

EL

EIP

EIP

EIP

EIP

PB 11 PG 105EIP

PRIVATE ROAD

VA

RIA

BL

E

30.0

0’

25.0

0’

PB 62 PG 33

SANIT

ARY SE

WER ES

MT.

30’ CIT

Y OF DURHA

M

PB 127 PG 194

SANITARY SEWER ESMT.

25’ CITY OF DURHAM

30.00’

CHUNG FAT INVESTORS

DAVID WAYNE HANSON

FORMERLY BILLY HAMPTON CAPPS

N.C.D.O.T.

(FO

RM

ER

LY

AL

VIS

M. B

AU

CO

M)

N.C.D.O.T.

ALVIS M. BAUCOM)

(FORMERLY

N.C.D.O.T.

E. COSTNER

FORMERLY FLORINE

J

69

67

72

296

293

76

77

73

290

311

FS

2GI

2GI

2GI

2GI

2GI 15"

RCP-III

2GI

2GI

2GI

18"

30" R

CP-III

CB

CB

CB

CB

CB

CB

2GI

CB

REMOVE

0905

0906

0907

0908

0910

0911

0912

0913

0914

0916

0917

0918

0919

0921

0925

0926

CB

0927

0928

0929

0930

0931

2GI

0935

0936

0937

0939

0938

0940

2GI

18" RCP-III

15" RCP-III

15" RCP-III

0941

0942

0943

0944

0945

0947

0949

09500953

0954

0959

0958

0956

0955

0960

0961

0962

0963

15"

0957

15" RCP-III

60" RCP-III

HW

HW

15"

133

09

126

09

125

09

127

09

128

09

132

09

SEE DETAIL S1

SPECIAL CUT DITCH

18"

18" RCP-III

REMOVE

REMOVE

15"

FS

FSFS

FS

FS

8’ X 9’ RCBCPROPOSED

8’ X 9’ RCBCPROPOSED

SEE DETAIL S5

SPECIAL BASE DITCH

CB

75 SY GFD

EST. 40 TONS

CLASS ’I’ RIP RAP

2GI 2GI

EST. EX. 400 C.Y.

SEE DETAIL T2

TAIL BASE DITCH

15"

15"

0909CB

REMOVE

EST. 3 TONS, 7 SY GFD


FS

2GI

2GI

2GI

15"

15"

13809

13709

14109

14009

24"2

4"

24"

RCP-III

18" RC

P-III 2

4" R

CP-III

15 SY GFD

EST. 7 TONS


12 SY GFD

EST. 4 TONS

CLASS ’I’ RIP RAP12 SY GFD

EST. 4 TONS


89 SY GFD

EST. 60 TONS

CLASS ’II’ RIP RAP

75 SY GFD

EST. 40 TONS


80 SY GFD

EST. 40 TONS


SEE DETAIL RB1

WITH ROCK CHECKS

GRASSED SWALE

SPECIAL TRAPEZOIDAL

SEE DETAIL RB1

WITH ROCK CHECKS

GRASSED SWALE

SPECIAL TRAPEZOIDAL

15"

REMOVEREMOVE

RETAIN

CB

CB

4GI-A

3GI-A

4GI-A

0920

0915

30" R

CP-III

66"

RCP-III

2GI

2GI

2GI

2GI

2GI

2GI

REMOVE

ELB

W/2 ELB

OW

S

EL

B

W/2 ELB

OW

S

ELB

EL

B

EL

B

EL

B

W/ 2 ELB

OW

S

2GI

18"

15"

90 SY GFD

EST. 55 TONS


15" RCP-IV

15" RCP-IV

15" RCP-IV

15" RCP-IV

15" RCP-IV

15" RCP-IV

15" RCP-IV

15" RC

P-IV

18" RCP-IV

15" RCP-IV 15" RCP-IV

15" RCP-IV

15" RCP-IV

15" R

CP-IV

15"

RCP-I

V

15" RCP-IV

7 SY GFD

EST. 3 TONS


6 SY GFD

EST. 2 TONS


7 SY GFD

EST. 3 TONS


6 SY GFD

EST. 2 TONS


300 SY GFD

EST. 145 TONS


165 SY GFD

EST. 80 TONS


200 SY GFDEST. 100 TONSCLASS ’II’ RIP RAP

190 SY GFDEST. 95 TONSCLASS ’II’ RIP RAP

EST 142 CY DDE

SEE DETAIL TS5

SPECIAL TAIL BASE DITCH

EST 132 SY GFD

EST 51 TONS CL I

EST 347 CY DDE

SEE DETAIL L1R

LATERAL ’V’ DITCH

EST 369 CY DDE

SEE DETAIL L1

LATERAL ’V’ DITCH

EST 2835 CY DDE

SEE DETAIL G4

GRASSED SWALE

LATERAL 4’ BASE

EST 70 SY GFD

EST 34 TONS CL I

EST 120 CY DDE

SEE DETAIL L2R

LATERAL BASE DITCH

EST 196 CY DDE

SEE DETAIL L2

LATERAL BASE DITCH

EST 267 SY GFD

EST 129 TONS CL I

EST 463 CY DDE

SEE DETAIL L2R

LATERAL BASE DITCH

EST 433 SY GFD

EST 209 TONS CL I

SEE DETAIL SL2R

SPECIAL LATERAL BASE DITCH

EST 198 SY PSRM

SEE DETAIL S1P

SPECIAL CUT DITCH

EST 279 SY GFD

EST 135 TONS CL I

EST 393 CY DDE

SEE DETAIL L1R

LATERAL V DITCH

EST 267 SY GFD

EST 117 TONS CL I

SEE DETAIL S1R

SPECIAL DITCH

EST 1008 CY DDE

10 YR STORM VEL = 1.95 F/S

SEE DETAIL G6 AND RDY. STD. 1633.02

w/ ROCK CHECKS @ 25’ INTERVALS

LATERAL BASE GRASS SWALE

EST 397 SY GFD

EST 19

5 TO

NS CL I

TO

E PRO

TECTIO

N

8 SY GFD

EST. 2 TONS


SEE DETAIL L2R

LATERAL BASE DITCH

15" RC

P-IV

15" RCP-IV

EST 460 SY GFD

EST 223 TONS CL I

EST 414 CY DDE

SEE DETAIL L1R

LATERAL V DITCH

6 SY GFD

EST. 2 TONS


GRADE TO EL. 335

PSH SEE DETAIL P1

GRADE TO EL. 337

PSH SEE DETAIL P1

EST 189 SY PSRM

EST 844 CY DDE

SEE DETAIL L2P

LATERAL BASE DITCH

18"

RCP-III

CL. II RIP R

AP

EST. 55 TO

NS

CL. II RIP R

AP

EST. 89 TO

NS

CL. II RIP R

AP

EST. 10

9 TO

NS

CL. II RIP R

AP

EST. 12

4 TO

NS

CL. II RIP R

AP

EST. 13

1 TO

NS

CL. II RIP R

AP

EST. 13

5 TO

NS

CL. II RIP R

AP

EST. 34 TO

NS

CL. II RIP R

AP

EST. 39 TO

NS

CL. II RIP R

AP

EST. 55 TO

NS

15"

6 SY GFD

EST. 2 TONS


CL. II RIP R

AP

EST. 19 TO

NS

6 SY GFD

EST. 2 TONS


24" RC

P-IV

SEE DETAIL RB1

EST 490 SY GFD

EST 302 TONS

CL. I RIP RAP

120 SY GFD

EST. 85 TONS


APPROX. EL=

327.0’TO NATURAL GROUNDFILL EX

ISTING DITCH

SEE DETAIL ZZLATERAL BASE FA

LSE CUT

-WBL- SC Sta. 94+57.58

-Y2- SRS Sta. 17+30.23

-Y2- CS Sta. 15+30.23-Y2- SC Sta. 12+65.63

-Y7RPA-

-Y4-

-Y2-

-L-

-WBL- -WBL-

-L-

-L- TS Sta. 86+67.96

-Y4- SC Sta. 12+00.00

GRAU 350

-Y4-

MED. GR ANCHOR

100+00 (-

L-)

(-W

BL-)

90+00

(-W

BL-)

95+00

-WBL- POC Sta. 95+08.63 (61.00’ LT)

-Y2- CS Sta. 10+65.63 =

-Y6-

Sta. 17+33.03

-Y7LPA- PT

Sta. 12+00.00

-Y7LPA- SC

-Y7LPA- POT Sta. 18+00.97

-Y7- POT Sta. 14+44.16

15+00

Sta. 87+37.58

-WBL- TS(73.00’ LT)

-WBL- POT Sta. 86+54.17

-Y7LPA- TS Sta. 10+00.00 =

-Y7- PC Sta. 16+07.52

15

20

25

-Y7RPA- TS Sta. 19+96.08

-Y7RPA- CS Sta. 13+74.95

15

25

-Y6- PC Sta. 24+66.24

-Y6- PC Sta. 18+97.56

-Y6- PC Sta. 12+93.46

5

10

20

-Y7RPD- TS Sta. 6+37.62

20

15

25

Sta. 9+14.66

-Y7RPD- CS

Sta. 11+54.66

-Y7RPD- SRS

CAT-1

GRAU 350

-Y7LP

A-

-Y7RPD-

Sta. 93+87.96

-L- SC

15

SC Sta. 7+97.62

-Y7RPD-

255’ DI

TCH TAPER (

STD. 225.0

9)

300’ DITCH TAPER (STD. 225.09)

CR

CR

(-L-)

90+00

GRAU 350

Sta. 17+99.33

-Y4- CS

Sta. 21+99.33

-Y4- SC

(12’ RT)

Sta. 23+97.52

-Y4- POC

Sta. 13+54.66 =

-Y7RPD- SC

Sta. 19+99.33

-Y4- SRS

(-L-)

95+00

-Y7RPD- STA. 6+00

BEGIN SBG

-Y4- STA. 20+55

BEGIN SBG

-Y7RPA- STA. 23+75

BEGIN SBG

-Y7RPA- STA. 19+35

END SBG

-L- STA. 91+50

BEGIN SBG

END SBG

(140’ RT)

-L- STA. 90+00

ABANDON WELL

SEAL &

PROP. 4" CONC. S/W

GRAU 350

CR

CR

-Y7LPA- STA. 12+00.00

END 2’-6" C&G

-L- STA. 84+35 TO 84+82

USE CONC. BARRIER TRANSITION SECTION (STD. 854.05)

SEE DETAIL SHEET 2-BL

-L- STA. 84+82 TO 85+52 MED

USE MEDIAN PIER TRANSITION BARRIER

NOTE 1

IMPACTS

SURFACE WATER

GRAU-350

CAT-1

F

C

F

C

C

F

C

C

C

C

C

C

F

C

F

F

F

C

F

C

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

F

F

F

F

F

F

F

F F

F

F

C

F

C

F

C

F

F

F

C

jsmason

Text Box

Permit Drawing Sheet 36 of 91 Revised October 2015

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

U-0071

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

20

MA

TC

H

LIN

E

SE

E

SH

EE

T

NO. 2

1

MA

TC

H

LIN

E

SE

E

SH

EE

T

NO. 10

SE

E

SH

EE

T

NO. 10

MAT

CH

LIN

E

SEE SHEET NO. 10

MATCH LIN

E

40+70.0

0

-US70F

LY-

30+00.0

0

-Y2-

40+52.6

4

-Y4-

26+00.00

-EEC70

E-

43

+00.0

0

-Y3-

R/

W

RE

VISIO

N / /2012

RW

P

AL

L

ADJ

AC

EN

T

PA

RC

ELS

OW

NE

D

BY

WIL

LIA

M

B.

BA

RK

ER

CO

MBIN

ED IN

TO

PA

RC

EL

NO. 309. P

AR

CE

L

NO. 18

5

RE

VIS

ED

TO 928.

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

SURFACE WATERS

TEMP. IMPACTS IN

IMPACTS

SURFACE WATER

SURFACE WATERS

TEMP. IMPACTS IN

SITE 23

SITE 24

SITE 12

S SSURFACE WATER

DENOTES IMPACTS IN

SURFACE WATERS

TEMP. IMPACTS IN

SURFACE WATERS

IMPACTS IN

SURFACE WATERS

TEMP. IMPACTS IN

SURFACE WATERS

TEMP. IMPACTS IN

Sheet 10-A and 10B

Site continued on

WATERS

SURFACE

IMPACTS IN

D

( Not to Scale)

TAIL BASE DITCH

B

d

Ground

Natural

Ground

Natural

Type of Liner= Class ’I’ Rip-Rap

Geotextile

FROM -Y2- STA 28+88 (69’ LT) TO STA 29+30 (225’ LT)

3:1 3:1

DETAIL BG3

B= 3.0 Ft.

Max. d= 1.5 Ft.

Min. D= 1.5 Ft.

S

SOIL

6’ BST

5’ BST

MTL

MTL

S

48" C

HL

ST

ADIU

M

SE

ATIN

G

ST

AG

E

24" C&G

24" C

&G

BST

14’ CONC

CONC

S

CHURCH

COMMUNITY

CHRISTIAN

LIVING WATERS

1SMTL

CHURCH

COMMUNITY

CHRISTIAN

LIVING WATERS

1SBK

15" RCP

US 70 47’ BST

US 70 47’ BST

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

30" RCP

1-6

X8

BA

RR

EL

DI

30" RCP

EIPEIP

EIP

EIP

259.94’

526.24’

255.31’

122.89’

EIP

VA

RIA

BL

E

30.00’

30.00’

PB 75 P

G 65

SA

NIT

AR

Y SE

WE

R ES

MT.

30’ C

ITY

OF

DU

RH

AM

PB 75 P

G 65

SA

NIT

AR

Y S

EW

ER

ES

MT.

30’ C

ITY

OF

DU

RH

AM

LYNN-OXFORD ASSOCIATES

CHRISTIAN COMMUNITY

LIVING WATERS

PAUL ANDREW RANSDELL

PAGE GUNTER RANSDELL

PHILLIP C. RANSDELL II

PAUL ANDREW RANSDELL

PAGE GUNTER RANSDELL

PHILLIP C. RANSDELL II

N.C. STATE HIGHWAY COMMISSION

FORMERLY ALLEN D. ALDRIDGE

A364

85.88’

+25.33

WILLIAM B. BARKER

928

184

928

184

186

184

309

-EEC7

0E-

-Y3-

-Y4-

-US70FLY-

-Y4-

-Y2- -Y3-

NAD 83/ 95

45

45

35

50

40

30

30

30

ZONE TRAFFIC CONTROL PLANS

TEMPORARY SHORING - SEE WORK

320

320

322

322

HW

18" RC

P-III

30" RC

P-III

15"

18"

15"

15"

15"

15"

18"

2GI

VANE GRATE

2GI W/ANGLE

VANE GRATE

2GI W/ANGLE

15"

2GI

2GI

2GI

2GI

18" R

CP-III

2GI

2GI

8’ X 10’ RCBC

PROPOSED

2GI

2GI

VANE GRATE

2GI W/ANGLE

15"

SEE DETAIL G5S

w/ 5’ BASE

GRASSED SWALE

SPECIAL CUT

SEE DETAIL LS1

BASE INV. 320’

60 LF LEVEL SPREADER

STA. 43+30 LT 115’

-US70FLY-

54"

RCP-IV

EST. 41 TONS


82 SY GFD

SEE RDY STD 1633.02

@ 25’ INTERVALS

ROCK CHECK DAMS

PLACE PERMANENT

BE COUNTERSUNKNOTE: RIPRAP PAD TO

TBDI

TBDITBDITBDITBDITBDI

RETAIN

RETAIN

RETAIN

REMOVE EXISTING

RCBC

REMOVE

3GI-A

4GI-A

3GI-

A

3GI-A

2GI-D

2 ELB

OW

S

w/

2 ELB

OW

S

w/

INVERT 12"BURY PIPE

INVERT 12"BURY PIPE

SEE DETAIL BG3

TAIL DITCH

7 SY GFD

EST. 3 TONS


EST 233 SY GFD

EST 115 TONS CL I

SEE DETAIL R1

TOE PROTECTION

EST 861 CY DDE

SEE DETAIL G5

GRASSED SWALE

LATERAL BASE

EST 363 SY GFD

EST 170 TONS CL I

SEE DETAIL S1R

SPECIAL CUT DITCH

10 SY GFD

EST. 4 TONS


EST 32 SY GFD

EST 16 TONS


EST 245 GFD

EST 119 TONS CL. I

EST 150 CY DDE

SEE DETAIL L1R

LATERAL V DITCH

EST 256 SY GFD

EST 124 TONS CL I

EST 236 CY DDE

LATERAL V DITCH SEE DETAIL L1R

EST 544 S

Y

GFD

EST 401 T

ON

S C

L. II

SEE D

ETAIL B

G3

CH

AN

NEL REC

ON

NEC

T

WIT

H

TAIL DIT

CH

NO

T C

ON

NEC

TED

WIT

H

DEFIN

ED

NO

TE: JU

RIS

DIC

TIO

NA

L STREA

M

SEG

MEN

TS

SEE D

ETAIL G

1SSPECIA

L G

RASS S

WA

LE

SEE DETAIL G1S

SPECIAL GRASS SWALE

15"

RCP-I

V

15" RCP-IV 15" RCP-IV

15" RCP-IV

15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV

15" R

CP-IV

15" RCP-IV

RCP-IV15"

18" R

CP-IV

RCP-IV

15"

15" R

CP-IV

GRADE TO EL. 325PSH SEE DETAIL P1

GRADE TO EL. 326PSH SEE DETAIL P1

w/COVERROUND MH

w/COVER

ROUND MH

EST 21 SY CONC.

EST 23 CY DDE

SEE DETAIL PT1

PAVED TAIL DITCH

SEE DETAIL G4

W/4’ BASE

GRASSED SWALE

C

C C

C

F

F

C

FC

F C

F

CF

C

F

F

C

C

C

F

F

F

F

F

F

F

FF

F

F

jsmason

Text Box

Permit Drawing Sheet 74 of 91 Revised October 2015

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 L 32+58 to 36+64 FILL 0.04 412

2L 37+75 - SR1 34+84 Y17 11+14

66" RCP-IV, 48"RCP-III, 24"RCP-III 0.08 0.07 <0.01 673 14BANK STABILIZATION 20

3 L 44+53 30" RCP-III 0.06 0.06 410* 4 SR2 36+89 Y7 17+24 48" RCP-III, 60" RCP-III 0.05 0.03 <0.01 349 15

BANK STABILIZATION 70* 5(T) Y7LPA 13+98 60" RCP-III 0.06

6 <0.01 257

Y7RPA 21+78

0.17 0.01 665 104BANK STABILIZATION 305

8Y4 19+63 to 22+30 and Y4 23+04 to 25+59 30" RCP-III, FILL 0.04 0.07 443

9 Y5 23+20 RT. 30" RCP-III 0.03 <0.01 29 0BANK STABILIZATION 43

10 Y5 26+62 RT. FILL 0.01 0.0111 Y6 11+15 off 104 RT. 18" RCP-III <0.0112 Y2 26+53 to 27+90 LT. 48" RCP-III &

RECHANNELIZATION 0.11 0.03 705 132BANK STABILIZATION 42

13(T) Y4 35+48 36" RCP-IV 0.78* 14(T) L 122+93 30" RCP-V 0.08* 15(T) L 132+13 FILL 0.03* 16(T) L 132+33 RT. FILL 0.05

17 L 133+41 6'x7' RCBC 0.06 <0.01 479 28BANK STABILIZATION 85

17A L 133+26 264' LT FILL <0.01 56TOTALS: 0.46 0.01 <0.01 1.42 0.04 4755 349

*Rounded totals are sum of actual impacts

NOTES:* indicates isolated wetland

(T) Indicates Total Take

SHEET 1 of 2

WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

DURHAM COUNTYWBS - 34745.1.1 (U-0071)

10/5/2015

Y7RPA 20+75 to Y6 15+90 8'x9' RCBC

BANK STABILIZATION

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Sheet 90 of 91

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Revised October 2015

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)17B L 133+69 263' RT FILL <0.01 7

18(T) L 134+53 LT. FILL 0.1919 not jurisdictional 0

20 DFLW 27+34 to 38+06 42" RCP-III 0.02 <0.01 218 1721 DFLW 39+19 FILL 0.01 2822 DFLW 41+62 FILL 0.01 2323 Y3 34+45 8'x10' CULVERT 0.09 0.01 270 65

BANK STABILIZATION 14024 Y3 40+16.69 RT 30" RCP-III 0.04 0.01 104 2325 Y9 28+10 LT to 26+85 RT 66" RCP-III 0.01 <0.01 168 10

BANK STABILIZATION 3526 Y3 57+75 LT to RT 60" RCP-III 0.01 <0.01 50 23

BANK STABILIZATION 5027 L 129+77 414LT. BANK STABILIZATION 1028 DFLW 52+08 LT & RT 36" RCP 0.02 0.01 121 2029 DFLW 72+35 LT FILL < 0.01 4030 DFLW 73+72 LT FILL < 0.01 10

31 DFLW 78+76 LT& 81+14 RT BANK STABILIZATION 61Construction Activity <0.01 22

32 DFLW 78+79 LT Construction Activity <0.01 9TOTALS (page 2 of 2): 0.00 0.00 0.00 0.4 0.03 1328 196TOTALS (page 1 of 2): 0.46 0.01 <0.01 1.42 0.04 4755 349TOTALS: 0.46 0.01 <.0.01 1.82 0.07 6083 545

*Rounded totals are sum of actual impacts

NOTES:* indicates isolated wetland

(T) Indicates Total Take

SHEET 2 of 2

WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS

DURHAM COUNTYWBS - 34745.1.1 (U-0071)

10/5/2015

jsmason

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Revised October 2015

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Sheet 91 of 91

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