state of orth arolina … b c d revised...the purpose of this letter is to provide additional...

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA

GOVERNOR SECRETARY

February 10, 2015 US Army Corps of Engineers NC Division of Coastal Management Regulatory Field Office 400 Commerce Avenue 2407 West 5th Street Morehead City, NC 28557 Washington, NC 27889 Attention: Mr. Tom Steffens Mr. Stephen Lane NCDOT Coordinator NCDOT Coordinator Dear Sirs: Subject: Application Modification Request for USACE Individual Permit, Section 401

Water Quality Certification, Neuse Riparian Buffer Authorization and CAMA Major Development Permit for the proposed improvement of US 17 from south of Belgrade at SR 1330/SR 1439 to the New Bern Bypass, in Onslow, Jones and Craven Counties. TIP No. R-2514 B, C & D.

References: NCDOT permit application dated November 14, 2014 NCDWR On Hold letter dated January 27, 2015 As you are aware, the North Carolina Department of Transportation (NCDOT), Division of Highways, proposes to improve US 17 from SR 1330/SR 1439 south of Belgrade to the New Bern Bypass. Permit applications for this project were submitted to the regulatory agencies on November 14, 2014. The purpose of this letter is to provide additional information requested by the agencies and provide updated application materials where changes in project plans have occurred. Unless provided with this revised application, all other information included in our original application has not changed. 1.0 Agency Comments on the Permit Application

1.1 N.C. Division of Water Resources In an e-mail dated January 5, 2015, David Wainwright of the N.C. Division of Water Resources (DWR) requested a listing of which impacted stream resources are perennial and which are intermittent.

MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598

TELEPHONE: 919-707-6100 FAX: 919-212-5785

WEBSITE: WWW.NCDOT.ORG

LOCATION: CENTURY CENTER, BUILDING B

1020 BIRCH RIDGE DRIVE RALEIGH NC 27610

Stream Status R-2514B: Permit Sites 6 and 16 are perennial, Site 13 is intermittent R-2514C: All sites are intermittent R-2514D: Only Permit Site 3 is perennial. This site is a tributary to Trent River, and is identified as stream T15 in the EIS and other documentation (mistakenly listed as 131 in the permit application’s Table 2.) Most of these stream calls are identified in Table 2 from the Wetland and Stream Delineation Reevaluation and Neuse River Buffer Reassessment (ESI, Oct. 3, 2007). Sites G2 and W22 aren’t specifically listed in the 2007 table; the status of these sites was confirmed with Matt Smith of Environmental Services, Inc., who conducted the fieldwork. The DWR submitted a comment letter on January 27, 2015 requesting additional information and placing the permit application on hold until the information was provided. This letter specifically mentioned six areas in which the application was deficient. These comments and their responses are listed below. Comment 1: Section B – At Site 14, it appears as if the fill impact and excavation impact numbers are reversed; please verify if the presented impacts are correct. Response: The calculations for these impact areas have been reviewed and verified. Comment 2: In the application, Table 1, R-2514B, the stated subtotal of permanent wetland impacts (9.63 acres) do not total the sum of the impacts presented nor the impacts summary sheet (9.59 acres). Please verify. Response: NCDOT has re-checked the totals and the impact summary sheet should be 9.61 acres. The remaining difference is due to rounding, and the difference in how significant figures were handled in the summary table versus the cover letter tables. The table entries for R-2514 C have been changed to reflect impact revisions and to be consistent with the proposed impact data that was provided in the R-2514 B and D sections. Comment 3: Section C – The Stormwater Management Plan states that approximately 2/3rds of the project are in the Neuse River Basin, which is a riparian buffer basin. However, the plan does not include a swale summary table as does Section D. Please forward a summary table for this area. Response: A swale summary table for Section C is attached. Comment 4: Section C – There are two sets of impacts for power lines; one has impact sites 1-5 and the other has impacts sites 1-27. Please resolve this discrepancy. Response: The permit drawings depicting utility impacts for section C have been consolidated into a single set of drawings depicting all sites. The new drawings are attached. Comments 5 and 6: Section D – At Utility Site 1 there appear to be power pole/line relocations.

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The amount of hand clearing requested seems to be excessive for the proposed activity. Please explain why this amount of clearing is necessary. At Utility Site 2 the amount of hand clearing requested seems excessive for the proposed utility relocation. Please explain why this amount of clearing is necessary. Responses to Comments 5 & 6: Further coordination with the utility companies has reduced the clearing impacts in this area of the project. However, this review revealed an error in the permit application at these impact sites. Specifically, the summary sheet incorrectly lists the impacts at Site 1 and 2 as 0.01 and 0.60 acres respectively, and showed the total impacts as 0.61 acres in the permit application. Utility Permit Drawings Sheet 2 correctly showed that Site 1 impacted 1.259533 acres and Site 2 0.5993 acre, a total of 1.86 acres. The Utility Permit Drawing data was incorrectly transferred to the summary sheet. The revised drawings included in this submittal show a much reduced footprint; with Sites 1 and 2 impacting 0.35 and 0.40 acre due to hand clearing. This reduced the impacts from 1.86 acres to 0.75 acre.

1.2 Corps of Engineers Comments In an email dated January 22, 2015 from Tom Steffens with the US Army Corps of Engineers (USACE) to Gordon Cashin with NCDOT, the USACE expressed concerns about a road paving “detour” project recently proposed near R-2514. This paving project will not be associated with R-2514. Furthermore, other than the onsite temporary detour described below, the NCDOT is not aware of any other elements in the works for R-2514, and believes the current permit drawings reflect the extent of the project’s impacts. The revised drawings now include a temporary onsite detour associated with Section C of the project. The additional impacts for this detour are depicted in an attached set of drawings. The Site 1D shown in these drawings is an extension of Site 1 on Sheet 58 of 62 of the permit drawings. The Site 2D in the detour drawings is an extension of Site 2 shown on Sheet 7 of 62 of the permit drawings. During phase I of construction, the proposed north bound lanes will be constructed while traffic is maintained on the existing alignment. During phase II, the temporary onsite detour will be utilized to carry traffic from the existing alignment to the newly constructed north bound lanes so the proposed southbound lanes, which follow the existing alignment, can be constructed. The additional temporary impacts are provided later in the revised impact tables. 2.0 Updates to the Permit Application

3.0 Summary of Impacts Permanent Impacts: Proposed permanent impacts for R-2514 B, C & D include fill, excavation, and mechanized clearing in 46.86 acres of wetlands, including 6.77 acres of riparian wetlands, and 40.09 acres of non-riparian wetlands. Proposed permanent impacts to jurisdictional streams

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are 4,281 linear feet, including 279 feet of bank stabilization. Impacts due to utility work involve minimal fill in wetlands. Temporary Impacts: Proposed temporary impacts for R-2514 B, C & D include temporary fill, temporary excavation, in 0.59 acre of wetlands, including 0.13 acre of riparian wetlands, and 0.46 acre of non-riparian wetlands. There will be 397 linear feet of temporary impacts to jurisdictional streams including 112 feet of temporary impacts due to bank stabilization. There will also be 0.01 acre of temporary fill in wetlands in the hand clearing areas for erosion control measures Hand-Clearing: There will be 6.55 acres of hand-clearing in jurisdictional wetlands due to project construction and 2.59 acres of hand-clearing for utility relocations.

4.0 Summary of Mitigation The proposed construction of R-2514 B, C &D will impact 6.77 acres of riparian wetlands and 40.15 acres of non-riparian wetlands that will require mitigation (includes 0.06 acre of wetlands counted as a total take which will be mitigated at a 1:1 ratio). The project will impact 4,002 linear feet of jurisdictional stream that will require mitigation. In addition, the project will have unavoidable mitigable impacts to 148,206 square feet of riparian buffers, including 86,156 sq. ft. in Zone 1 and 62,050 sq. ft. in Zone 2 in the Neuse River Basin.

7.4 Impacts to Jurisdictional Resources Impacts to jurisdictional wetlands, surface waters and riparian buffers for R-2514 B, C & D were summarized in Tables 1, 2 and 3 respectively in the permit application. Tables 1 and 2 have been revised below to reflect the impact revisions resulting from: minor changes in design, presenting proposed impact data for all three sections consistent, and duplicate entries. The table entries that have changed are highlighted in gray. Totals may not match the sum of individual impacts provided on the attached impact summary sheets due to rounding.

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Table 1. R-2514 B, C & D Wetland Impacts Permit

Drawing Site

Number

Map Label in FEIS (2011)

Type Permanent Impacts (ac.)

Temporary Impacts (ac.)

Mitigation Required***

(2:1)

R-2514B 1 241 Non-riparian 0.4 Yes 2 242 Non-riparian 0.19 Yes 3 32 Non-riparian <0.01 Yes 4 31 Non-riparian 0.01 Yes 5 27 Non-riparian 2.31 Yes 6 26 Riparian 1.2 Yes 7 24 Non-riparian 0.14 Yes 8 22 Non-riparian 0.07 Yes 9 245 Agricultural ditch 0.03 No

10 44, 45, W9 Riparian 3.70 0.06 Yes 11 42 Riparian 0.19 Yes 12 W8, 46 Riparian 0.01 0.01 Yes 14 48 Non-riparian 0.06 Yes 15 49 Non-riparian 1.22 Yes 16 W22, 250 Riparian 0.06 Yes

R-2514B Riparian: 5.16 0.07 R-2514B Non-riparian: 4.43 0.0

R-2514B Subtotal: 9.59 0.07

R-2514C 1 49 & 65 Non-riparian 4.07 0.22 Yes 2 49 & 65 Non-riparian 0.13 Yes

2D 65 Non-riparian 0.08 No 3 49 Non-riparian 0.06 0.01 Yes

4 67 (west

side), 65, 68 &75 (east)

Non-riparian 8.25 <0.01 Yes

5 69 & 70 Non-riparian 0.25 Yes 6 71 &72 Non-riparian 0.03 <0.01 Yes

7* 74 Non-riparian 0.35 0.01 Yes* 8 75 Non-riparian 0.73 Yes

9 77 west, 76 east Non-riparian 1.06 0.01 Yes

10 79 & 80 Non-riparian 1.10 Yes 11 78 Non-riparian 0.03 Yes 12 82 & 83 Non-riparian 0.50 Yes

13 west 85 & 86, east 84 Non-riparian 0.45 0.02 Yes

14 88 Non-riparian 1.93 Yes 15 89, 90, 91 Non-riparian 0.29 0.02 Yes

16 west 92, east 93 Non-riparian 0.73 0.09 Yes

17 94, G1 Riparian 0.01 Yes

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Permit Drawing

Site Number

Map Label in FEIS (2011)

Type Permanent Impacts (ac.)

Temporary Impacts (ac.)

Mitigation Required***

(2:1)

20 100 Non-riparian 1.78 Yes 21 98 Non-riparian 0.25 Yes 23 65 & 63 Non-riparian 0.03 Yes

R-2514C Riparian: 0.01 0.0 R-2514C Non-riparian: 22.02 0.46

R-2514C Subtotal: 22.03 0.46

R-2514D 2 114 Non-riparian 2.54 Yes 3 131 Riparian 0.18 <0.01 Yes 4 132 & 135 Riparian 0.74 0.06 Yes 4 141 Non-riparian 0.20 Yes 5 166 Non-riparian 0.91 Yes 6 167 Non-riparian 1.73 Yes 7 175 Non-riparian 0.02 Yes 8 177 Non-riparian 0.25 Yes 9 181 Riparian 0.60 Yes

10 182 Non-riparian 0.40 Yes 11 184 Non-riparian 1.05 Yes 12 186 Non-riparian 0.37 Yes 13 246 Riparian 0.02 Yes 14 196 Non-riparian 0.34 Yes 15 229 Non-riparian 0.05 Yes 17 201 Non-riparian 1.55 Yes 18 202 Non-riparian 0.68 Yes 19 226 Non-riparian 1.55 Yes 20 225 Non-riparian 0.36 Yes 21 211 Non-riparian 1.62 Yes 22 See note** Non-riparian 0.02 Yes 23 D1, 217 Riparian 0.06 Yes

R-2415D Riparian: 1.6 0.06 R-2514D Non-riparian: 13.64

R-2514D Subtotal: 15.24 0.06

R-2514 B, C & D Total Riparian: 6.77 0.13 Non-riparian: 40.09 0.46 Grand Total: 46.86 0.59

* R-2514C Site 7 includes an additional 0.06 acre of un-impacted wetlands counted as a total take, not included inthe table above. This will be mitigated at a 1:1 ratio. ** Site 22 is a non-riparian wetland site identified during construction of R-2301A (New Bern Bypass) that had not been accounted for during the permit for that project. It was decided to include this site on the permit application for R-2514B, C & D to obtain after-the-fact authorization and provide mitigation. ***For permanent impacts

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Table 1 continued. R-2514 B, C & D Wetland Impacts

Table 2. R-2514 Surface Water Impacts Permit

Drawing Site Number

Waterbody Labeled in

FEIS

Permanent (ft)

Permanent (ac.)

Temporary (ft)

Temporary (ac.)

USACE Mitigation

Required (2:1) R-2514B

6 W5 130 0.02 6 <0.01 Yes 6 W5 356 0.07 14 <0.01 Yes

6* W5 25 <0.01 10 <0.01 No 6* W5 25 <0.01 10 <0.01 No 13 W21 1151 0.60 60 0.04 Yes 13* W21 27 0.01 7 <0.01 No 13* W21 29 0.01 7 <0.01 No 13* W21 87 0.05 No 16 W22 120 0.04 25 0.01 Yes

R-2514B Total: 1,950 0.80 139 0.05 R-2514C

17 G1 109 0.01 Yes 18 G1 132 0.02 Yes

18* G1 20 <0.01 No 19 G2 106 0.01 Yes

19* G2 58 <0.01 No 22 W21 32 0.02 Yes 22 W21 10 0.01 No

R-2514C Total: 379 0.06 88 0.01

R-2514D 1 B5 218 0.01 31 <0.01 Yes

1* B5 16 No 3 131 5 <0.01 50 0.01 Yes 6 167 0.03 No 9 S18 196 0.05 20 <0.01 Yes

9* S18 18 No 13 S14 230 0.01 21 <0.01 Yes

13* S14 12 No 15 S9 292 0.06 27 <0.01 Yes

15* S9 26 No 16 S17 282 0.01 21 <0.01 Yes

16* S17 14 No 21 D2 644 0.06 Yes

R-2514 D Total: 1,953 0.23 170 0.01 R-2514B, C & D Total 4,282 1.1 397 0.09

*Denotes bank stabilization; when necessary, mitigation required by the USACE exceeds the amount required by NCDWR. The table includes 279 feet of permanent impacts and 112 feet of temporary impacts due to bank stabilization.

11.2 Compensation Table 5 breaks down the proposed permanent wetland impacts by HUC. The table entries that have changed are highlighted in gray.

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(Version 1.2; Released July 2012)R-2514C County(ies): JONES Page 2 of 2

Sheet No.

Station(From / To)

Stream Crossing Station

Base Width(ft)

Front Slope(H:V)

Back Slope(H:V)

Drainage Area(ac)

Recommended Treatment Length

(ft)

Actual Length

(ft)

Longitudinal Slope

(%)Q2

(cfs)V2

(fps)Q10(cfs)

V10(fps)

Rock Checks Used

164+50 to172+54 RT -L-

195+45 to200+00 RT -L-

0

0

0

No1.73.40 340

0

1.50.30% 6.5

0

3.0 3.1

7.1

1.70

9.3

North Carolina Department of Transportation

Swales

173+08 -L- 0.0 3:1 3:1

1.6195+05 -L- 3.1

820

170

16

Project/TIP No.:

1.6

Highway Stormwater Program

17 No456

0.31%

0

0

0

0

0

0

0

0

0

0

0

0

0

8.4

Additional Comments

Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox, Version 1 (March 2008), been met and verified? If No, provide further explanantion of why design criteria was not met.

STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS

YES NO

RE

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HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

R-2514C

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ENGLISH

WETLAND AND SURFACE WATER IMPACTS PERMIT

SHEET 1 OF 6DETOUR PERMIT DRAWING SEE PROPOSED FINAL PROJECT PERMIT DRAWINGS FOR OTHER IMPACTS.

NOTE: ONLY ADDITIONAL IMPACTS DUE TO TEMPORARY DETOUR ARE SHOWN.

HC HCCLEARING

DENOTES HAND

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31.5

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38.0

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38.0

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38.0

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38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.538.5

38.5

38.538.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

39.0

39.0

39.0 39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.039.0

39.039.039.0

39.039.039.039.039.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.039.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.5

39.5

39.539.5 39.5

39.5

39.5

39.539.5

39.539.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

40.0

40.0 40.0 40.0

40.0 40.0

40.0 40.0 40.0

40.040.0

40.0

40.040.040.040.0

40.040.040.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.540.5

40.5

40.5 40.540.5

40.540.5

40.540.540.540.5

40.5

40.5

40.5

41.041.0 41.0

41.041.0 41.0 41.0 41.0 41.0 41.0

41.041.0

41.041.041.041.0

41.041.041.041.0

41.041.0

41.0

41.0

41.0

41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

42.0

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


R-2514C

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99


MA

TC

HLIN

E -D

ET3- STA. 23+

00.0

0 SEE S

HEET 26

B

26A


NAD 83/ NSRS 2007NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY

-DET3- DETOUR SHEET

22’

2’ PS

2’ PS

36" C

MP

30" R

CP

W/LT

W/LT

W/LT

W/LT

1SFD

36"

CO

NC

12’ S

OIL

24" RCP

S

10’ S

OIL/

GR

24" RCP

8’ S

OIL

24" CMP

W/LT

W/LT

W/LT

KE

NN

EL

10’ S

OIL/

GR

10’ S

OIL/

GR

18" RCP

18" RCP

S

1SBLKD


DECK

DECK

T

T

T

T CC

CANISTER

TELEPHONE

1SFD1SFD

1SFD

S

TR

US

T

CO.

AN

D

TR

AD

ER

S

MA

NU

FA

CT

UR

ER

S

HA

RRIE

TT

BA

RB

ER

HEIR

S

EIP

EIP

EIP

132.0

0’

EXISTING R/W

EXISTING R/W

51

18" C

MP

15" H

DPE

15" RCP

ABAND

1SFDABAND

2SFD

15" RCP

15" CMP

15" RCP

13’

GR

10’ S

OIL

24" C

MP

R.S. P

RID

GE

N

ES

TA

TE

MA

YS

VIL

LE

DE

VE

LO

PM

EN

T

CO

RP

ER

ATIO

N

T

C

CTT

REPEATER

FOR THIS PEDNO RECORDS FOUND

DO

NELLE

MA

URIC

E

MYERS

GR. PARKING

S

BUS TR

EL

EV. 3

9.8

4’

SE

E S

HE

ET 1-

EB

M

#33

12.3

7’

+40.6

0

R.S. P

RID

GE

N

ES

TA

TE

MA

YS

VIL

LE

DE

VE

LO

PM

EN

T

CO

RP

ER

ATIO

N


MA

YS

VIL

LE

DE

VE

LO

PM

EN

T

CO

RP

ER

ATIO

N

FR

AN

K JE

NKIN

S

HEIR

S

MA

RY

EL

LE

N

EA

DY, e

t ux

UNIT

ED

ST

AT

ES

DEP

AR

TM

EN

T

OF

AG

RIC

UL

TU

RE

UNIT

ED ST

ATES

DEP

ART

ME

NT

OF

AG

RIC

ULT

URE

et ux

VA

NES

SA

L. M

AR

TIN,

FR

AN

K J

EN

KIN

S

HEIR

S

2

14

4

146

147

1

147

146

143

144

145

147

143

A

10+00

PI Sta 16+66.85

D

L = 133.22’

T = 66.85’

R = 650.00’

DS = 45 mph

-D

ET3-

PT

Sta. 20+40.6

6

-D

ET3-

PC Sta. 21+

24.4

1

PI Sta 18+87.48

D

L = 307.44’

T = 154.26’

R = 1,500.00’

DS = 45 mph

e = .04

RO = 92’

-DET3-

-DET3- POT Sta. 10+00.00

-D

ET3-

PR

C Sta. 17

+33.2

2

-DET3- PC Sta. 16+00.00=

BEGIN CONSTRUCTION

-LBUS- POT Sta. 19+00.00 0.00 RT.

15

20

-DET3- POC Sta. 17+26.93

BEGIN DETOUR

PI Sta 23+24.44

D

L = 399.39’

T = 200.03’

R = 2,825.00’

DS = 45 mph

e = .03

RO = 69’

GRADE to DRAIN

WHEN DETOUR REMOVED)TEMP. 15" (REMOVE

26A01

26A02

DETOUR REMOVED)

(REMOVE WHEN

EST 7 SY GEOTEXTILE

EST 2 TONS

CL B RIP RAP

SITE 1D

SITE 1D

CLEARINGHAND

CLEARINGHAND

GRAPHIC SCALE

0’ 100’100’

ENGLISH


SHEET 2 OF 6DETOUR PERMIT DRAWING SEE PROPOSED FINAL PROJECT PERMIT DRAWINGS FOR OTHER IMPACTS.

NOTE: ONLY ADDITIONAL IMPACTS DUE TO TEMPORARY DETOUR ARE SHOWN.

HC HCCLEARING

DENOTES HAND

F

F

F

F

ADDED 2/3/15

LIMITSCLEARING

WLB


SHEET 3 OF 6DETOUR PERMIT DRAWING

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

150150

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

40 40

50 50

30 3019+50.00

40 40

50 50

30 30

20+00.00

40 40

50 50

30 3020+50.00

40 40

50 50

30 3021+00.00

40 40

50 50

30 3021+50.00

40 40

50 50

30 3022+00.00

X-137R-2514C

-DET3-

5 10

36.87

2.50:12.50:1

0.0400.040

37.81

2.50:12.50:1

0.0400.040

38.31

2.50:12.50:1

0.0270.027

38.03

2.50:12.50:1

0.0050.005

38.01

2.50:12.50:1

0.0170.017

37.88

2.50:12.5

0:10.0300.030

ADDED 2/3/15

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


R-2514C

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99


MA

TC

HLIN

E -D

ET3- STA. 23+

00.0

0 SEE S

HEET 26

A

26B


NAD 83/ NSRS 2007

NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY

-DET3- DETOUR SHEET

22’

2’ PS

2’ PS

24" R

CP

INV

=35.2

0’

INV

=34.9

9’

T

60

83

24" RCP

12’ B

ST

FA

MIL

Y CIR

CLE

LN 10’ S

OIL/

GR

1SBLK

1SFD

72" C

HL

GEN

FU

EL

W/LT

35

BW

18" RCP

CAN

MTL

1SFD

10’ S

OIL/

GR

48" PLASTIC

G

CAN

18" HDPERIP RAP

1SFD

12’ S

OIL/

GR

18" RCP

RUIN

W/LT

W/LT

W/LT

HT

R

AB

AN

D

MTL

CAN

HTR

S

1SFD

10’ S

OIL/

GR

9’ SOIL

RIP RAP RIP RAP

24" RCP

1SFD

S

S

W/LT

RUINS

RUIN

S

25’

GR

AS

S

18" RCP

24" CONC

DE

CK

T

T

T

T

TC

C C

C

C

C

C

C

C

C

METERELECTRIC

T HH

HH

UNABLE TO COLLECT DUE TO FENCE

PLACED AS PER UTILITY RECORD

RECORDS FOUNDNO ASSOCIATED

18" RCP

S

MTLG

24" CMP

10’ S

OIL/

GR

MARION G. HILL, et ux

DAVID WARD, ET UXLEAMON GODLEY HEIRS

ET UX

TIMMONS,

HORACEWARD

VERA LEE

EIP

EIP

EIP

EIP

EIP

EIPEIP

EIP

IRON

ANGLE

IRON

ANGLE

RAP

RIP 15’ S

OIL/

GR

AM

BROSE R

OBER

TS, JR.

SEPTIC SYSTEM

72" C

HL 3S

BW

SYSTEMSEPTIC

72" CHL 3SBW

SYSTEM

SEPTIC

US 17 MAIN ST 28’

BST

EDITH MATTOCKS, et ux

ROSALEE SMITH HEIRS

MIC

HE

AL F

RO

ST

LO

UIS

E

DU

DL

EY

HEIR

S

RO

LA

ND

BA

RB

ER

HEIR

S

UNIT

ED STATES DEP

ART

MEN

T OF A

GRIC

ULT

URE

CENTURYLINK

UNITED STATES DEPARTMENT OF AGRICULTURE

FRANK JEN

KINS HEIR

S

CHORD

3

4

5

6

7 89

1112

13

CHORD

+25.00 -L-151.00’ (LT.)

+95.00 -L-

140.00’ (LT.)

+22.21 -L-

+23.79 -L-145.00’ (LT.)

+38.00 -L-

136.00’ (LT.)

118.00’ (LT.)

145.00’ (LT.)

+07.00 -L-

.025.025

.03.0

3

PI Sta 23+24.44

D

L = 399.39’

T = 200.03’

R = 2,825.00’

PI Sta 28+77.74

D

L = 702.37’

T = 353.94’

R = 2,300.00’

DS = 45 mph

e = .03

RO = 69’

DS = 45 mph

e = .03

RO = 69’

-DET3-

INC.

11.5’

25

30

35GRADE to

DRAIN

GRADE to DRAIN

GRADE to DRAIN

WHEN DETOUR REMOVED)

TEMP. 24" (REMOVE

26B03

26B04

(REMOVE WHEN DETOUR REMOVED)

EST 14 SY GEOTEXTILE

EST 5 TONS

CL B RIP RAP

TEMP. FILL IN WETLANDS

SITE 2D

CLEARINGHAND

ENGLISH

T TFILL IN WETLAND

DENOTES TEMPORARY



GRAPHIC SCALE

0’ 100’100’

HC HCCLEARING

DENOTES HAND

F

F

F

F

ADDED 2/3/15

RE

VISIO

NS


ENGINEER ENGINEER

R/W SHEET NO.


R-2514C

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99


MA

TC

HLIN

E -D

ET3- STA. 23+

00.0

0 SEE S

HEET 26

A

26B


NAD 83/ NSRS 2007

NOTE: USE FOR CONSTRUCTION OF DETOUR ONLY

-DET3- DETOUR SHEET

22’

2’ PS

2’ PS

24" R

CP

INV

=35.2

0’

INV

=34.9

9’

T

60

83

24" RCP

12’ B

ST

FA

MIL

Y CIR

CLE

LN 10’ S

OIL/

GR

1SBLK

1SFD

72" C

HL

GEN

FU

EL

W/LT

35

BW

18" RCP

CAN

MTL

1SFD

10’ S

OIL/

GR

48" PLASTIC

G

CAN

18" HDPERIP RAP

1SFD

12’ S

OIL/

GR

18" RCP

RUIN

W/LT

W/LT

W/LT

HT

R

AB

AN

D

MTL

CAN

HTR

S

1SFD

10’ S

OIL/

GR

9’ SOIL

RIP RAP RIP RAP

24" RCP

1SFD

S

S

W/LT

RUINS

RUIN

S

25’

GR

AS

S

18" RCP

24" CONC

DE

CK

T

T

T

T

TC

C C

C

C

C

C

C

C

C

METERELECTRIC

T HH

HH

UNABLE TO COLLECT DUE TO FENCE

PLACED AS PER UTILITY RECORD

RECORDS FOUNDNO ASSOCIATED

18" RCP

S

MTLG

24" CMP

10’ S

OIL/

GR

MARION G. HILL, et ux

DAVID WARD, ET UXLEAMON GODLEY HEIRS

ET UX

TIMMONS,

HORACEWARD

VERA LEE

EIP

EIP

EIP

EIP

EIP

EIPEIP

EIP

IRON

ANGLE

IRON

ANGLE

RAP

RIP 15’ S

OIL/

GR

AM

BROSE R

OBER

TS, JR.

SEPTIC SYSTEM

72" C

HL 3S

BW

SYSTEMSEPTIC

72" CHL 3SBW

SYSTEM

SEPTIC

US 17 MAIN ST 28’

BST

EDITH MATTOCKS, et ux

ROSALEE SMITH HEIRS

MIC

HE

AL F

RO

ST

LO

UIS

E

DU

DL

EY

HEIR

S

RO

LA

ND

BA

RB

ER

HEIR

S

UNIT

ED STATES DEP

ART

MEN

T OF A

GRIC

ULT

URE

CENTURYLINK

UNITED STATES DEPARTMENT OF AGRICULTURE

FRANK JEN

KINS HEIR

S

CHORD

3

4

5

6

7 89

1112

13

CHORD

+25.00 -L-151.00’ (LT.)

+95.00 -L-

140.00’ (LT.)

+22.21 -L-

+23.79 -L-145.00’ (LT.)

+38.00 -L-

136.00’ (LT.)

118.00’ (LT.)

145.00’ (LT.)

+07.00 -L-

.025.025

.03.0

3

PI Sta 23+24.44

D

L = 399.39’

T = 200.03’

R = 2,825.00’

PI Sta 28+77.74

D

L = 702.37’

T = 353.94’

R = 2,300.00’

DS = 45 mph

e = .03

RO = 69’

DS = 45 mph

e = .03

RO = 69’

-DET3-

INC.

11.5’

25

30

35GRADE to

DRAIN

GRADE to DRAIN

GRADE to DRAIN

WHEN DETOUR REMOVED)

TEMP. 24" (REMOVE

26B03

26B04

(REMOVE WHEN DETOUR REMOVED)

EST 14 SY GEOTEXTILE

EST 5 TONS

CL B RIP RAP

34.0

34.0

34.0

34.0

34.0

34.5

34.5

34.5

34.5

34.5 34.5

34.5

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0 35.0

35.035.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.0

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.535.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

35.5

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0 36.036.0

36.0

36.0

36.0

36.0

36.0

36.0

36.036.036.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0 36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.0

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.536.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.536.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

36.5

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.037.0

37.0 37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.037.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0 37.0

37.0 37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.037.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.0

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

37.5

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.038.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.038.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.0

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.538.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

38.5

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.039.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.039.0 39.0

39.039.

0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.0

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.5

39.540.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.040.040.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.0

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

40.5

41.0

41.0

41.0

41.0

41.0

41.041.0

41.0

41.0

41.0

41.0

41.0

41.0

41.0

41.0

41.0

41.0

41.041.041.0

41.0

41.0

41.0

41.0

41.5

41.5 41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

41.5

TEMP. FILL IN WETLANDS

SITE 2D

CLEARINGHAND

ENGLISH

T TFILL IN WETLAND

DENOTES TEMPORARY



GRAPHIC SCALE

0’ 100’100’

HC HCCLEARING

DENOTES HAND

F

F

F

F

ADDED 2/3/15

WLB

LIMITSCLEARING



00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

150150

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

40 40

50 50

30 3026+00.00

40 40

50 50

30 3026+50.00

40 40

50 50

30 30

27+00.00

40 40

50 50

30 3027+50.00

40 40

50 50

30 3028+00.00

40 40

50 50

30 30

28+50.00

40 40

50 50

30 30

29+00.00

40 40

50 50

30 30

29+50.00

X-139R-2514C

-DET3-

5 10

39.3139.31

2.50:12.50:1

0.0300.030

38.8038.80

2.50:12.5

0:10.0300.030

37.5537.55

2.50:12.5

0:10.0300.030

36.2236.22

2.50:12.5

0:10.0300.030

35.6235.62

2.50:12.5

0:10.0300.030

37.2737.27

2.50:12.5

0:1 0.0300.030

38.2738.27

2.50:12.50:1

0.0300.030

39.0439.04

2.50:12.5

0:10.0300.030

ADDED 2/3/15

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. z ..g .... ... .... .... w., :::;;., >=a "'" >-.. "' . .... .... .... ....

•oo· o·

~···· GRAPHIC SCALE

100'

I

• • • • • • • • • • •

DETAILL STANi5liii""mi! DITCH

(Nalias...l.)

FILL I~ WETLA~~f. * ~f.

't< ---- 't< ~f.

DENOTES MECHANIZED CLEARING

DENOTES HAND CLEARING

PIOJECT IU!~EIU!NCE NO.

R-2514C WON SHEET NO_

10/>DNI>.Y DESIGN ENGINEEI

SHIE NO.

4

HYDRAUUCS ENGINEER

··~------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ .... -,

REVISED 2/3/15

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. z ..g .... ... .... .... w., :::;;., >=a "'" >-.. "' . .... .... .... .... ....

.....__ .....__

I I

I \._

\

r w

~

PIOJECT IU!~EIU!NCE NO. SHIE" NO.

R-2514C 4 WON SHEET NO.

10/>DNI>.Y DESIGN HYDRAUUCS ENGINEER ENGINEER

.... ~----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~

REVISED 2/3/15

co 1-w w J: Cl)

w w

!!1 Cl) 0 u;

0 1: ~ 0 ... ... . .,; 0 0 ..<: 0

~ + ~I ...q-

j " ~ ul ; iii Cl) ~

J _.... ., 1: ICI I l w ... 1: z ":i I! :::::i c ~ J: ~ .. u E

~ 1: I! ·~ w I!! I

i w ... _....

<=J! ... ~~ o•! :;:1! ~d;ii

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. z ..g .... ... .... .... w., :::;; .. ._ .. "'" >-.. "' . .... .... .... .... .... ....

MECHANIZED CLEARING

10

10

10

If

10 10

FILL IN 10

It

10

SITE 7

10

10

LIMY E. ElBA*

,-? il"' lOll ;-' I I --~ I _ .... _ \

~.... \

10

MECHANIZED CLEARING

10 10

DETAIL I SI'EC~~~ITCH

........

...~

:: .

\

-DIIV2A- STA. 10+25 TO STA. 11+20 Ill" Mln..D• 1.0 Ft.

II• 5.0 f1.

-1.- STA. 66 +00 lo STA. 71+30 LT DDE-~39 r:Y -1.- STA. 81+50 TO STA. 83+50 LT DDE~~7 Ci

10 10

10

lilTED STATES DEPARTIEIIT OF

It 10

010

-L- STA. 83+50 TO STA. 86+50 LT DDE-219 Ci

FILL IN EXCAVATION

IN WETLAND FILL IN WETLAND

Min. D• 0.5 Ft.

1:1- 5.0 ft •

10

-1.- STA. 86+50 lo STA. 19+00 LT DDE~ 30 Ci

10

SURFACE WATER IMPACTS PERMIT

100' 0'

~···· GRAPHIC SCALE

10

10

100'

I['IEJIHAELJSEII CIIIIPAIIY

10

10

• • • • • • • • • • •

PIOJECT IU!~EIU!NCE NO. SHIE" NO.

R-2514C 9 WON SHEET NO.

lf»DNI<Y DESIGN ENGINEEI

HYDRAUUCS ENGINEER

PERMIT DRAWING SHEET 20 OF 62

DENOTES FILL IN WETLAND

10

DENOTES EXCAVATION IN WETLAND


0 -1-w w J: Cl)

w w Cl)

0 0 . 0 0 + co co

~ Cl)

J I

w z :::::i J: u

~

REVISED 2/3/15

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. z ..g .... ... .... .... w., :::;;., >=a "'" >-.. "' . .... .... .... .... ....

co 1-w w J: Cl)

w w Cl)

0 0 . 0 0 + ~

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w z :::::i J: u

~

I

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<t; --~ t_} ...... --0"0~--,...-----==-'--- ..... -....,

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I \ I I \

I \ \

\ ~

\ ' .,-.,

/\ I \

\

- \ \

(

• • • • • • • • • • •

PIOJECT IU!~EIU!NCE NO.

R-2514C WON SHEET NO •

10/oDNio.Y DESIGN ENGINEEI

SHIE' NO.

9

HYDRAUUCS ENGINEER

PERMIT DRAWING ~ ) 1 Sl:iEEJ8~1 OF 62

(

f~~/

,_.)

.... ~-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------..

REVISED 2/3/15

~EXC:AVATIO~ IN WETLAND

US 17 MNN ST 28' BST

MECHANIZED CLEARING

EXCAVATION

.. .. NAD 8311'/sRS 2007

SITE 7 ENLARGEMENT NCDOT

~ rrzn

• • • • • • • • • • •

DENOTES EXCAVATION IN WETLAND

DENOTES FILL IN WETLAND


50' 0'

~···· 50'

I

DIVISION OF HIGHWAYS JONES COUNTY

PROJECT: 1-f.fdiA CR -251-40

US 17 FROM NORTH OF MAYSVILLE TO SOUTH OF

NC S8 NEAR POLLOCKSVILLE

22 OF 62

Revised

CAMA 404 Hand Existing Existing Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

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

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)

1 -L- STA 10+00 TO ROADWAY 3.65 0.42 <0.01 -L- STA 19+49

2 -L- STA 21+50 RT ROADWAY 0.09 0.04

3 -L- STA 24+00 LT 18" RCP <0.01 0.04 0.02

4 -L- STA 22+95 RT TO ROADWAY 6.82 1.43 -L- STA 84+82 RT

4 -L- STA 30+11 LT ROADWAY <0.01

5 -L- STA 24+30 LT ROADWAY 0.03 0.11 0.11

6 -L- STA 62+27 LT TO ROADWAY <0.01 0.03 <0.01 -L- STA 84+82 LT

*7 -L- STA 76+79 LT TO ROADWAY 0.26 0.01 0.08 -L- STA 82+96 RT

8 -L- STA 87+00 RT ROADWAY 0.64 0.09

9 -L- STA 90+56 TO ROADWAY 0.89 0.17 -L- STA 97+96

10 -L- STA 99+50 RT TO BRIDGE 0.95 0.15 -L- STA 105+79 RT

11 -L- STA 106+50 LT ROADWAY <0.01 0.03


**SUBTOTALS THIS SHEET: 0.00 13.78 0.00 0.17 2.60 <0.01 0.00 0.00 0 0 0

NOTES: *Site 7 has an additional 0.06ac of unimpacted wetlands that are considered part of a total take but are not included in the impact summary table quantities above.** Totals may not match sum of individual impacts due to rounding.

SHEET 61 OF 62 (REV 1/30/2015)

JONES COUNTY

WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

N.C.D.O.T.DIVISION OF HIGHWAYS

PROJECT: 34442.1.4 (R-2514C)

US 17 FROM NORTH OF MAYSVILLE TO

SOUTH OF NC 58 NEAR POLLOCKSVILLE

CAMA 404 Hand Existing Existing Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

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

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)

13 -L- STA 127+87 TO ROADWAY 0.34 <0.01 0.11 -L- STA 131+32


15 -L- STA 143+74 LT TO ROADWAY 0.05 0.15 0.09 -L- STA 151+54 LT

16 -L- STA 159+00 TO ROADWAY 0.51 0.06 0.16 -L- STA 164+07

17 -L- STA 172+50 54" RCP 0.01 <0.01 <0.01 0.01 109

18 -L- STA 180+50 LT ROADWAY 0.02 <0.01 132 20

19 -L- STA 194+89 BANK STABILIZATION** <0.01** 58** -L- STA 195+00 42" RCP 0.01 106

20 -L- STA 256+16 TO ROADWAY & 1.58 0.20 -L- STA 262+25 2-30" RCP

21 -L- STA 269+40 ROADWAY 0.23 0.02

22 -LBUS- STA 19+40 RT 48" RCP 0.02 0.01 32 10

23 -DRV1- STA 18+60 LT ROADWAY 0.01 0.02

***1D -DET3- STA 18+54 TO DETOUR 3 0.03 -DET3- STA 22+60

***2D -DET3- STA 25+93 TO DETOUR 3 0.08 0.05 -DET3- STA 28+54

*SUBTOTALS THIS SHEET: 0 4.24 0.08 0.23 1.00 0.08 0.06 0.01 379 88 0

*SUBTOTALS SHEET 1: 0 13.78 0.00 0.17 2.60 <0.01 0.00 0.00 0 0 0

*TOTALS: 0 18.02 0.08**** 0.40 3.60 0.08**** 0.06 0.01 379 88 0

NOTES: * Totals may not match sum of individual impacts due to rounding.** Bank Stabilization at Site 19 is due to placement of rip rap on sides of channel where existing retaining wall is removed and more natural geometry restored to channel.*** Detour impacts shown on separate DETOUR PERMIT DRAWINGS (6 sheets)****0.01 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures

SHEET 62 OF 62 (REV 1/30/2015)

WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

JONES COUNTY

PROJECT: 34442.1.4 (R-2514C)

US 17 FROM NORTH OF MAYSVILLE TO

N.C.D.O.T.DIVISION OF HIGHWAYS

SOUTH OF NC 58 NEAR POLLOCKSVILLE

~

I ~

~ ~ 0 :t; ;;; Cll

~ ~ c :::3

"' ~ ., :2 .<: .... a. ~ 'S .., a.;

~ ... !i

J ~ u ~ "" ;;; ~ ~

~ bl "(

l i • E s c I! ·~ "' ' ;!! ~ ~ ... ~

! ~

.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. z ..g .... .... .... .... w., :::;; .. ._ .. "'" >-.. "'" .... .... .... .... .... ....

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1-w w J: V)

w w V)

0 0 . 0 0 + 00 -.o I"'""

~ V)

...!. I

w z ..... J: u

~

'' '' ''

-1.- n;., 151 +50 .., n;., 181+00 LT DDE-6255 CY

TI'JIO oiUnor• 0.. I lip IGp

\

\ \

-1.- STio.. 179+92 TO STA 1n+OB U

SITE 1

\

DETAILO SPECIAL CUT DITCH

(frWtllll lalolej

Min.D VM.

..... . ... .... -L- n;., 17H5o ro n;., 17S+5o (kT)

-L- nA.lll+OO 1o n;., 115+50 LT DDE-744 CY

BUFFER IMPACTS PERMIT

~AD s31i'!SRS 2007

~· . ~ I~GLI I ~-~·~·~·~·~ ........ ~ =n~·~~·~~·~~•~-•L---------~' GRAPHIC SCALE

@

ALLOWABLE IMPACTS ZONE 1

ALLOWABLE IMPACTS ZONE 2

MITIGABLE IMPACTS ZONE 1

ZONE 1 MITIGABLE

HISTORIC PROPERTY ELIGIBLE FOR NRHP

DETAILQ nlo.NDAAD l!lo.SE DITCH , ............

~ ¥aa.d• 1.0 Ft.

I• 2.0 A .

DETAILN IATEIIo.L 'V' DITCH

(I<Wtto s-11)

l'lOJECT IU!~EIU!NCE NO.

R-2514C WON SHEET NO.

10/oDNio.Y DESIGN ENGINEEI

SHIE NO.

16

HYDRAUUCS ENGINEER

BUFFER DRAWING SHEET 2 OF -4

REVISED 2/3/15

state of orth arolina … b c d revised...the purpose of this letter is to provide additional...

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