20200469 Ver 2_Duplin B-5639 Permit Mod request_20200420_20210426

Carpenter,Kristi
From:Herndon, T. Mason
Sent:Monday, April 26, 2021 9:53 AM
To:Shaver, Brad ; Steenhuis, Joanne
Cc:Rivenbark, Chris; Cashin, Gordon E
Subject:FW: Duplin B-5639 Permit Modification
Attachments:Duplin B-5639 Permit Mod request_20200420.pdf
Brad & Joanne,
Based on our conversation on Friday and this morning, this minor modification of 0.04 acres of temporary impacts for
additional sheet pile to remove the interior bent on B-5639 (Bridge 36 over Maxwell Creek on NC 11 in Duplin County)
can be handled with a note to your files and no further action is required.

Can you please respond to this e-mail confirming that the information attached is sufficient for the approval by your
agency for this additional temporary impact and that no further actions are required.

Thank you!

Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways

910-341-2036 office
910-604-0050 mobile
[e-mail]

5501 Barbados Blvd
Castle Hayne, NC 28429

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

From: Herndon, T. Mason
Sent: Tuesday, April 20, 2021 4:06 PM
To: Steenhuis, Joanne <[e-mail]>
Cc: Shaver, Brad <[e-mail]>
Subject: Duplin B-5639 Permit Modification

Joanne,
Attached is the draft Duplin B-5639 permit modification for the additional sheet piling that is needed to remove the
interior bent on the existing bridge. The pre-notification e-mail was sent on 3/31, so the formal request will be
th
submitted on May 4 via Laserfiche. Let me know if you have any questions or require any additional information.

1

Thanks!

Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways

910-341-2036 office
910-604-0050 mobile
[e-mail]

5501 Barbados Blvd
Castle Hayne, NC 28429

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
2

-c STATE
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
April 20,2021
Brad Shaver,NCDOT Coordinator Joanne Steenhuis,NCDOT Coordinator
Wilmington Regulatory Field Office NC Department of Environmental Quality
US Army Corps of Engineers Division of Water Resources
69 Darlington Avenue 127 Cardinal Drive Ext.
Wilmington,NC 28403 Wilmington,NC 28405
Subject: Permit Modification Request for Section 404 Nationwide Permits 23 and Section 401
General Certifications 4140 for the replacement of Bridge No. 36 over Maxwell Creek on
NC 11 in Duplin County; WBS No. 45594.1.1, TIP B-5639
USACE Action ID No. SAW-2017-00473
DWR Project No. 20200469
Dear Mr. Shaver and Ms. Steenhuis:
The North Carolina Department of Transportation(NCDOT)is requesting a permit modification for
the replacement of Bridge No. 36 over Maxwell Creek on NC 11 in Duplin County. A meeting was
held with the Resident Engineer and contractor at the project site, and it was determined that
additional sheet piling is required to remove the massive concrete interior bent of the existing
bridge. The sheet pile will have to tie to the northern approach as shown on Permit Drawing 12 and
13 in the enclosed revised permit drawing packet so that the contractor can lower the water level
have access to the bent and cut it off at the mud line with a concrete wire saw. This modification
increases the temporary surface water impacts by 0.04 acres.
To alleviate concerns with restricting the stream width,the southern end bent will be excavated and
constructed prior to installing the sheet pile from the northern end bent. The sheet pile will be
installed only a few feet above the normal water service elevation in various locations to allow
overtopping and reduce backwater if a flooding event occurs. It is estimated that the sheet pile will
be in place for approximately two to three weeks.
If you have any questions or need any additional information,please feel free to contact me.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 5501 BARBADOS BOULEVARD
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE,NC 28429-5647
5501 BARBADOS BOULEVARD
CASTLE HAYNE,NC 28429-5647 Website:ncdot.gov

Sincerely,
Mason Herndon
NCDOT Division 3
Environmental Program Supervisor
ec: Kristi Lynn Carpenter,Division of Water Resources
Enclosures

Hi
ghway hwa North Carolina Department of Transportation
gStormwater
,,,,...._ Highway Stormwater Program �' <
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 45594.1.1 TIP No.: B-5639 County(ies): Duplin Page 1 of 1
General Project Information
WBS Element: 45594.1.1 TIP Number: B-5639 Project Type: Bridge Replacement Date: 9/17/2019
NCDOT Contact: Jacquelyn Bowles,PE Contractor/Designer: Sungate Design Group,P.A./Josh Dalton,PE
Address: 1000 Birch Ridge Dr. Address: 905 Jones Franklin Rd.
Raleigh,NC 27610 Raleigh,NC 27606
Phone: [phone] Phone: [phone]
Email: [e-mail] Email:[e-mail]
City/Town: County(ies): Duplin
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 0.33 Surrounding Land Use: Rural
Proposed Project Existing Site
Project Built-Upon Area(ac.) 0.7 ac. 0.5 ac.
Typical Cross Section Description: Paved 12'lanes with 8'shoulder section(11'shoulder with GR,2'paved) Paved 11'lanes with variable grass shoulder section
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 3200 Year: 2040 Existing: 2617 Year: 2020
General Project Narrative: NCDOT Highway Division 3 proposes to replace Bridge#036 on NC 11 over Maxwell Creek.The existing structure is 2@52'steel I-beams on concrete vertical abutments with
(Description of Minimization of Water asphalt on concrete deck.The proposed structure is 1@55',1@60,and 1@55'24"cored slab with 4'end bent caps.Existing drainage patterns have been maintained to the
Quality Impacts) extent practical,and rip rap will be used at all drainage outlets to dissipate energy and reduce erosion.
Waterbody Information
Surface Water Body(1): Maxwell Creek NCDWR Stream Index No.: 18-74-24-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification: None
Impairments: fecal coliform mercury(Hg)
Aquatic T&E Species? Yes Comments: Unresolved per NRTR dated October 2016
NRTR Stream ID: Maxwell Creek Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

co I TOTAL
See Sheet 1 A For Index of Sheets °�IS) °� ®� ®�V ll ®fie STATE STATE PROJECT REFERENCE SHEET
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BEGIN BRIDGE 1 G/P4 EN-BE 79CA'S END BRIDGE L_DET- STA 23+97.33 OVERTOPPING FREQUENCY= )500 YRS
-L_DET- STA 17+91.04 , -L_DET- STA 15+61.04 EL= 65.68' OVERTOPPING ELEVATION = 165.6 FT
80 � PI= 20+32nn 70 PI= 22+00.00 P1= P3+50.00 80
EL = 65.0E EL = 66.52' EL = 65.53' DATE OF SURVEY = 3/l8/20/(i
VC = 130' VC = 200' VC = 50' W S ELEVATION
K - 94 K 139 K = 92
*� � AT DATE OF, SURVEY = 56.3 h l
70
(-)065000%
(+4.8824X (-)0.6600%
_ __ 1
60 - - - _ � � I 60
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'641-13C NWS=56.3
IIW 40 40
III 15 16 17 18 19 20 21 22 23 24 25 26 27

0 I 0 5 10 _PROD.B-5639 REFERENCE NO. SHEET NO.
N X-3
FAO
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150 140 130 1:0 110 100 90 80 TO 60 50 40 30 20 10 0 10 20 30 40 50 60 Jo 80 90 100 1"0 120 1�0 1<0 150
80
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C0 0 5 10 —PROJ.REFERENCE NO. SHEET NO.
N �i B-5639 X-4
CO
Rn 150 140 130 120 1"0 100 90 80 TO 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 1 0 1"0 1:0 1i0 140 150
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70 70
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co 0 5 10 -PROJ.REFERENCE NO. SHEET NO.
N �i B-5639 X-5
150 140 130 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 JO 80 90 100 1'10 170 1i0 140 150
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o, PROJECT REFERENCE NO. SHEET NO.
0-
50' 25' 0 50' 100' 8-5639 4
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SCALE: 1"=100' ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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50' 25' 0 50' 100' 8-5639 4
m 1 11 1 1 1 -------------------- RAM SHEET NO.
SCALE: 1"=100' ROADWAY DESIGN HYDRAULICS
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B 5639 5
m ]II[1 In I I _--/ RAM SHEET NO.
SCALE: 1" lOO ROADWAY DESIGN HYDRAULICS
111111116........._ \
ENGINEER ENGINEER
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SOS 25' 50' 100' PROJECT REFERENCE NO. SHEET NO.
B-5639 5
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SCALE: 1" lOO' ROADWAY DESIGN HYDRAULICS
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ROADWAY STANDARD DRAWING NO.O.275.0101
WETLAND WA
/// DE WETES FILL
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O
ANTHONY K.DEVANE * * * * DENOTES MECHANIZED
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KILPATRICK FARMS,INC.
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or PROJECT REFERENCE NO. SHEET NO.
m
co
B-5639 6
ROADWAY DESIGN HYDRAULICS
In
ENGINEER
-L-
END OVERLAY
BEGIN GRADE
-L- STA 18+00.00
BEGIN PROJECT EL.= 68A3' DOCUMENT NOT CONSIDERED FINAL
BEGIN OVERLAY UNLESS ALL SIGNATURES COMPLETED
-L- STA 14+90.00 Prepared in the
IVI PO Box 700
MOT7 IVY Fupuay-VeS,,NC 27526
90
SUNGATE DESIGN GROUP,P.A.
PI= 18+80.00 `II E��s sM'°s�nO Cno,�s
80 - - - - - - - - - - - EL = go3' PERMIT DRAWING 80
- - - - - - - - - - K = 135 SHEET 14 OF 17
BRIDGE HYDRAULIC DATA
70 DESIGN DISCHARGE = 2500 CFS _ _ DATE: 04-08-2021 70
DESIGN FREQUENCY = 50 YRS (-10.5000% (+10.6880%
DESIGN HW ELEVATION = 60.0 FT
BASE DISCHARGE = 3000 CFS
60 BASE FREQUENCY = 100 YRS 60
BASE HW ELEVATION = 60.5 FT
OVERTOPPING DISCHARGE= 16800 CFS I I
OVERTOPPING FREQUENCY= )500 YRS
50 OVERTOPPING ELEVATION = 65.6 FT RFNCH MARK °I 50
BM/: TIE IN 13"PINE
-L- STA 15+63J4 OFF 83.78'
DATE OF SURVEY = 3/18/2016 N=407712 E=2310164
40 WS.ELEVATION _ EL= 68.71' 40
AT DATE OF SURVEY = 56-3 FT
30 30
10 11 12 13 14 15 16 17 18 19 20
I-L- I
BEGIN OVERLAY END PROJECT
END GRADE END OVERLAY
-L- STA 27+00.00 -L- STA 32+25.00
F.—BRIDGE I) STA.23 55.00-L- Fl = FiFi Of)'
24"COREC SLAB
3 SPANS:W56.19,1@60.3',1@56.19',SKEW 90
W/4'END BENT C PS
GP ELEV.=68.63'
90 BEGIN BRIDGE END BRIDGE
-L- STA 22468.75 -L- STA 2444/.25 RFNCH AA,PK •2 90
5 2: TIE IN 10"OAK
-L- STA 22+70.53 OFF 95.90'
PI= 21+30.00 I N=408406 E=2310027
80 EL = 59.75' EL.= 59.55' 80
VL = aO'
K = 227 PROPS At®GE E _EXIS—\ C, BP,DGE
T EE R E7��J MI�f5""6'-,IVED
70 (+)Q.6R80x „ (-1Qe5o oz 70
= 60 . • ��e.
60
o
41
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EST 700 CY
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�,w 30 30
... 20 21 22 23 24 25 26 27 28 29 30 31 32 33
'00

0 0 5 10 PROJ.REFERENCE NO. SHEET NO.
N �i —
B-5639 X-3
150 140 130 1:0 110 100 90 80 TO 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 100 1"0 120 1�0 140 150 RD
Ro
PERMIT DRAWING
E SHEET 15 OF 17
0.020 0.020 TO
67.96 L o.023 0.024 DATE: 04-08-2021
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FINAL GRADING — — — — — — — — — _ — — —
21 +00.00
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** 150 140 170 1:0 1"0 100 9I0 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 1/0 1.0 140 150

C0 0 5 10 —PROJ.REFERENCE NO. SHEET NO.
N �i B-5639 X-5
150 140 150 1:0 110 100 90 80 70 60 50 40 30 20 1D 0 1D 20 30 40 50 60 70 80 90 1 0 1'10 170 1i0 140 150
PERMIT DRAWING
SHEET 16 OF 17
DATE: 04-08-2021
•• a :,9
_ z o
SITE 4 7
3 g SITE 5
1 0.020 0.020 E 3 FIB IN WETLAND
FILL IN WETLAND ,�01 e736 _ 0.006 0.007
2 6 +00.00 FINAL GRADING-
I 50
1 — . 80
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3 3 70
0.020 0.020 E
FILL IN WETLAND L'1 �_� — 67,58 0.029 0.030
_
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_ — / FINAL GRADING —
25 +50.00
— 50
— 80
0 0
• . z$__
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3 79
0.020 0.020
-• 67.81 0,040 0.040
/
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25+ 00.00 -FINAL GRADIFIG — — — — \
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0
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SITE 4 g
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i FILL IN WETLAND / �, es.os \1 0.020 0.020
�o - - - - - - - �/ -FINAL GRADING— - - - - �
- - - - - - - - - - - - 24 +50.00
...
N END BRIDGE —L— 24 +41.25 END BRIDGE —L_DET— 19 + 61.04 50
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-5-
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** 150 140 1-0 1:0 10 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 710 80 90 1 0 1"0 1:0 1y0 100 150

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
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 Stream
No. (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 I 19+50 to 19+86-L-RT ROADWAY FILL < 0.01
20+11 to 21+09-L-RT ROADWAY FILL < 0.01
14+62 to 16+65-LDET-RT ROADWAY FILL 0.08 0.02
17+22 to 17+38-LDET-RT ROADWAY FILL < 0.01
2 20+21 to 22+85-L-LT ROADWAY FILL 0.02 0.06
3 22+85 to 24+25-L- 170' BRIDGE * < 0.01 < 0.01 0.13 99
17+46 to 19+61-LDET- 170' DETOUR BRIDGE < 0.01 < 0.01 < 0.01 27
4 24+22 to 25+34-L-LT ROADWAY FILL < 0.01 0.02
26+01 to 27+49-L-LT ROADWAY FILL 0.03 0.03
5 , 25+81 to 27+17-L-RT ROADWAY FILL 0.02
19+61 to 26+42-LDET-RT ROADWAY FILL 0.19 < 0.01 0.08
TOTALS*: 0.07 0.27 < 0.01 0.11 0.10 I 0.14 0 126 0
*Rounded totals are sum of actual impacts
NOTES:
* Site 3 Interior Piers are 2(8- 14x73 (14.6in x13.6in)) =2(8 (198.6 sq in)) =2(1588.8 sq in)= 22 sq ft(0.0005 ac) NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
04-08-2021
DUPLIN COUNTY
B-5639
45594.1.1
Revised 2018 Feb SHEET 17 OF 17