20210925 Ver 1_More Info Requested_20210804

Carpenter,Kristi
From:Conchilla, Ryan
Sent:Wednesday, August 04, 2021 1:46 PM
To:Parker, Jerry A; '[e-mail]'; Archer III, Wright
Cc:Wanucha, Dave; Carpenter,Kristi
Subject:NWP 3 - NCDOT Div. 7 / Bridge 584 / SR 3412 / Tabernacle Church Road / Guilford
County; SAW-2019-00875
Attachments:Tabernacle Church Rd Permit Drawings.pdf; 2017NWP03.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
Jerry,
The PCN and permit drawings (attached) for the project above have been reviewed.
Updates are requested to the wetland impacts and wetland mitigation sections in both the PCN and Plans (clarify
between hand clearing and/or mechanized).

Section 6 in the PCN lists parallel buffer impacts and bridge impacts (parallel impacts would only be listed if there is an
intermittent or perennial stream that flows parallel to the road, crosses into the buffers and that is impacted by the
project—is there one?). Impacts related to bridge crossings are exempt from mitigation per the buffer rules unless there
are parallel stream impacts in play, if so, those parallel stream impacts would require mitigation. Temp. wetland
impacts are listed in the buffer mitigation section (are they permanent or temporary?)

Wetlands may be located within the stream buffer, but we cannot see them on the plans— did they not include the
wetland layer for the buffer plans? (wetland mitigation would not be required unless impacts exceed wetland
thresholds -- 0.1 ac,-- if that was the case, mitigation would be required as part of the 401 permit, not as part of our
Buffer Certification. In this case, none are required.

Stream impacts (temp and perm impacts listed in the PCN and Plans do not match).
The permit drawings and buffer drawings do not depict the same wetland boundary (WLB) (no wetland boundaries show
on buffer plan maps). The labeling and boundaries of Wetland WLB and WLC depicted on the permit drawings do not
match the wetland delineation map.

Please update these items and resubmit a new PCN.
The new PCN for the Corps, can also include our revisions requested above.
Let me know what questions you have.
Thanks-

Ryan Conchilla, PWS
Environmental Specialist II
401 and Buffer Transportation Permitting Branch (DOT Divisions 7+8)
Division of Water Resources, NC Department of Environmental Quality
[e-mail]

1

From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, July 29, 2021 7:04 AM
To: Parker, Jerry A <[e-mail]>
Cc: Conchilla, Ryan <[e-mail]>; Della Moore <[e-mail]>; Archer III, Wright
<[e-mail]>; Carpenter,Kristi <[e-mail]>
Subject: \[External\] NWP 3 - NCDOT Div. 7 / Bridge 584 / SR 3412 / Tabernacle Church Road / Guilford County; SAW-
2019-00875

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.

All,

Please reference the PCN and plans received from your office on 6/23/2021 requesting use of Nationwide Permit (NWP)
14. However, based on the revised plans (attached) received via email from your office on 7/28/2021, the above
referenced bridge replacement project is authorized under NWP 3 and does not require notification. If use of NWP 3 is
acceptable to NCDOT for this project please let me know, and notify NCDWR as well for the purposes of their 401 Water
Quality Certification.

Please note that the project must be accomplished in strict accordance with the attached conditions and your submitted
description, and any violation of the attached conditions or deviation from your submitted description may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action. Attached is a copy of the NWP 3
and the applicable permit conditions. The Action Identification Number for this project is SAW-2019-00875.

Note that NCDOT is still responsible for the following conditions pertaining to the Northern long-eared bat and (LIST ANY
MUSSELS SUBJECT TO THE APPLICABLE MUSSEL PBO), as this project occurs in NCDOT Divisions 1-8:

The U.S. Fish and Wildlife Service’s (USFWS’s) Programmatic Biological Opinion (PBO) titled, “NCDOT Program Effects on
the Northern Long-eared Bat in Divisions 1-8”, dated November 6, 2020, contains agreed upon conservation measures
for the NLEB. As noted in the PBO, applicability of these conservation measures varies depending on the location of the
project. Your authorization under this Department of the Army permit is conditional upon your compliance with all
applicable agreed upon conservation measures in the PBO, which are incorporated by reference in this permit. Failure to
comply with the applicable these conservation measures would constitute non-compliance with your Department of the
Army permit. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO,
and with the ESA.

Please let me know if you have any questions regarding the above information.

Sincerely,

Dave Bailey

---
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office: [phone], Ext. 30.
Mobile: [phone]
Fax: [phone]
2

Email: [e-mail]

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.

3

HAWN..„,. lin.
North Carolina Department of Transportation \
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.138 TIP No.: SF-400584 County(ies): Guilford Page 1 of 1
General Project Information
WBS Element: 17BP.7.R.138 TIP Number: SF-400584 Project Type: Bridge replacement Date: 3/31/2021
NCDOT Contact: Galen Cail Contractor/Designer: Reid Robol
Address: 1000 Birch Ridge Drive Address: 940 Main Campus Drive
Raleigh,27610 NC Suite 500
Raleigh,NC 27606
Phone: [phone] Phone: [phone]
Email:[e-mail] Email: [e-mail]
City/Town: Pleasant Garden County(ies): Guilford
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits?
Project Description
Project Length(lin.miles or feet): 0.12 I _Surrounding Land Use: Forest,rural residential
j AM Proposed Project ml Existing Site .
Project Built-Upon Area(ac.) 0.4 ac. 0.3 ac.
Typical Cross Section Description: 2 @ 11'lanes with 4'paved shoulders and 2'grass shoulders(road)and 2 @ 11'lanes 2 @ 10'lanes with 0.5'paved shoulders.
with 4'-3"paved shoulders(bridge).
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 1060 Year:2025 Existing: 530 Year: 2015
General Project Narrative: TIP project SF-400584 involves the replacement of the existing NCDOT Bridge#400584 on SR 3412(Tabernacle Church Road)over Big Alamance Creek at Guilford County.
(Description of Minimization of Water Bridge#400584 consists of 3 @ 30'precast prestressed concrete channels with end bents made of PPC cap and timber piles and interior bents made of PPC cap and steel
Quality Impacts) piles.The proposed bridge consists of 1 @ 100'-39"box beam with 4'-0"caps.Rip-rap pads will be utilized to disspate energy and to reduce velocity at all proposed outfalls.No
deck drains are required for the proposed bridge. The bridge subject to the Jordan Lake Buffer Rules.
Waterbody Information
Surface Water Body(1): Big Alamance Creek NCDWR Stream Index No.: 16-19-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV)
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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)

o,
/ 1 / SHEET TOTAL
2 00 - - 3652 3�42 8 9 NORTH CAROLINA STATE STATE PROJECT REFERENCE NO.
3�71 3589 � / \ (�/J'`Q' '�/J NO. SHEETS
2 CY) L) 7 3�38 32 3-92 3-43 A 3�48SI 3�—r . , - , b\ O tlO 1!/ It PO7ORo 581
3�37 3�18 44IVISION OF HIGHWAYS STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
34 1 3549 3�45 3�37 ' ' 3603
• 3332 , 3612
3548124 3604 3�43 360
n
3723 3�12
Z 3�25 3�01 3-00
3414
3680 3739 GUILFORD�6
3694
3�6?
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• � 3�56
al . 17BP.7.R.138 �\ 3551 3
°::1 .. 3476 34H4 354
_ PROJECT =49 =51
9
1_77 LIMITS 351-r' =H° =51 339a LOCATION: BRIDGE NO. 584 OVER BIG ALAM. ANCE CREEK
pi" ," PERMIT DRAWING
3311 ON SR 3412 (TABERNACLE CHURCH ROAD)
3438 SHEET1OF6
[1'4. "
3623
3622.„
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
C.) .
3712 3�18
3714
1
3�67 237
biL1111114 �93_ D WETLAND AND SURFACE WATERS IMPACTS PERMIT
3 87 80 93
3564 3�10 t=i327
G 687
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E LI) GRAPHIC SCALES DESIGN DATA PROJECT LENGTHPLANS PREPARED BY:
L ADT (2015) = 530 DIVISION 7
50 25 0 50 100 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION IMPSON 5640 Dillard Drive
ADT (2025)= 1,060 NGINEERS Suite 200
Cary, NC 27518
LENGTH ROADWAY TIP PROJECT = 0.104 MILES 2018 STANDARD SPECIFICATIONS SSOCIATES [phone]
1- PLANS DAVID SIMPSON, PE Z- www(919) 852-0598 (Fax)
www.simpsonengr.com
Eitti
V = 45 MPH RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: P.E.
50 25 0 50 100 LENGTH STRUCTURE TIP PROJECT = 0.019 MILES HYDRAULICS ENGINEER LICENSE NO. C-2.521
REID B. ROBOL, PE
F U N C CLASS = LETTING DATE: CelliPROFILE (HORIZONTAL) HYDRAULIC ENGINEER **I°D+ LOCAL TOTAL LENGTH TIP PROJECT = 0.123 MILES �/VI1b
aLL 10 5 0 10 20
N� TIM POWERS, PE VHB Engineering NC, P.C. (C-3705)
I 1 SUB REGIONAL TIER NCDOT CONTACT: DIVISION BRIDGE40 Main Campus Drive, Suite 500
P.E.E Raleigh, NC 27606
%� P
PROFILE (VERTICAL) PROGRAM MANAGER g
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PROJECT REFERENCE SHEET NO.
DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4
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Min. D=1.5 Ft. ISFD *When B is < 6.0' B=2.0 Ft.
Max. d=1.5 Ft.
B=2.0 Ft. FINISHED FLOOR Type of Liner= CLASS B RIP RAP I Type of Liner= CLASS I RIP RAP Type of Liner= CLASS I RIP RAP
Type of Liner= CLASS B RIP RAP ELEVATION: 684.53 MH
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END APPROACH SLAB DELLA C ELLIS
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PROJECT REFERENCE SHEET NO.
DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4
LATERAL BASE DITCH TOE PROTECTION STANDARD BASE DITCH RIP RAP AT EMBANKMENT 17BP.7.R.138 - GUILFORD 584 4
(Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) ROADWAY DESIGN HYDRAULICS
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Max. d=1.5 Ft.
B=2.0 Ft. FINISHED FLOOR Type of Liner= CLASS B RIP RAP Type of Liner= CLASS I RIP RAP Type of Liner= CLASS I RIP RAP
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END APPROACH SLAB DELLA C ELLIS
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BEGIN PROJECT 17BP.7.RJ38 BEGIN APPROACH SLAB UE ` m WOODS C SS B RIP Ry/
r EST. 2 TONS
-L- POC Sta. 11+00.00 -L- Sta. 13+63.00 ,,( m RIB ;` \ N EST. 7 SY GEOTE,IILTI E IJ 10
1 ////
STANDARD BASE DITCH 1
tr• �rny _� 1 L E' G RI K I
SEE DETAIL 3 \z„..\\
// "Y RI K
LATERAL BASE DITCH SLOPE = 0.078 CUT EXISTING ST EL PILE FLUSH WITH
SEE DETAIL 1 EST. 70 TONS RIP RAP EXISTING (EASTANK) CONCRETE FOOTER
EST. ?? TONS RIP RAP EST. 130 SY GEOTEXTILE AND RETAIN/`HE NCRETE FOOTER AS IS.
EST. ?? SY GEOTEXTILE EST. 10 CY DDE Z
lou
/
CLASS B RIP RAP / w
0 EST. 4 TONS \ \ ' N J }
EST. 10 SY GEOTEXTILE �S;� QUATE LIVING TRUST
� \ �s ` CLARENCE W QUATE TRUSTEE
JOHN W A'CHER, JR �, "'\74; HAZEL W MATE TRUSTEE
0 LINDA W. ARCHER CLASS II RIP RAPi
UP TO E,LEV. 640.0' (TYP.) o ,
(STRUCTURE PAY ITEM) -73 0
rn
JOHN W ArtLI-ILR JR n
LINDA W. ARCHER
S D
N
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MI' l CI
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01
4 BEGIN P .l C11 MIDGE 4 SIA. I4+25.D -L- EIVD P-RO.ECT:
hi
= STA. 11 + . 0 BEGIN GRA)E �39" 30X BEAM END GRE STA. 17+50.00
STA. 11 +50J00 I SPAN: I a1100'. SKI=/V 90 STA. T/ +9-0-.OQ
EL = 6' 2 18' GI' kL V. CA61S/.45' EL = 691 A0
1 ,
o • • • • • • • • • • • • • • • • .
•
- -
PI = 12 +55.00 PI = 15 +80.00
3 • EL = 688.12' EL = 686.84' L
MLL . . . . . . . .
MILL VC = 210 VC = 210' T
700 . . . . . . ..ST = 50 EX ST 700
Q � � = 53 K
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II
•
5 Ix 1-
�� , DES U N D/ ARG = 1494 CFS
0 6 8 0 tr'.;q ro_rn V1 DESI N FRE E - 25 YR . 680
_ A e i ,i,
v E o o o +o .: �;.�_ .!��, LF_I�ATION 9J FT
c - Za� r� u- I II N O ii' 1 = ►
11 Z II o II ,;` BASE D/S(,HARG�
_ 670 `' I W W " I W - SASE FREQUENCY = /00 YR
om W m � � J� - -AA E ION = 670
i
5 if " ' 0 -P/N CH GE = - 6665i CFS
•
Lu OVER OPPING - 50r. / YRS .
A
• -TOPP NG ELEVATION = 687 FT •
ELE-V=67'-5'
660 . . . . . . . . . 019 660
w C"LAJ II R P RAP �TF1 iOF SURVEYy L
NSLU'E 1-.5:I (2 1-T- I HICK) 1tf c
U - SLORMAL TO l') (TYP NORMAL W� - W.S•ELEVATION
,i (STRUCTURE PAY I .:M) E LEV.-671.L' - 671.4 PT
�D EOFSUfi'rtY
.. 0 DATE: 02-28-20/9 ExC'.AVATION = 175 -cv
N S
O re-) - in 650 (STRUCTURE PAY IT;M) 650
d- = D 10 11 12 13 14 15 16 17 18
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`JJ n , \ \ PROJECT REFERENCE SHEET NO.
\ ` —� 41
17BP.7.R.138 — GUILFORD 584 4
\ �J) d DENOTES IMPACTS IN ROADWAY DESIGN HYDRAULICS
I \\ \\ 0SURFACE WATER ENGINEER ENGINEER
k \
& 74y,
DENOTES TEMPORARY
, \ S IMPACTS IN SURFACE WATER
k ,
\ ^ MOTT MACDONALD I& E,LLC VHB ENGINEERING
\ (V ) LICENSE NO.F-0669 LICENSE NO.C-3705
DOCUMENT NOT CONSIDERED FINAL
\ / DENOTES FILL INUNLESS ALL SIGNATURES COMPLETED
SLABvi F F WETLAND Prepared in the �/�
Al / Office of: IYI M
MOTT '"' F quay PO XVariOna,NC 27526
- -
MACDONALD www.mottmac.com/americas
` 'v►'.; VHB Engineering NC, P.C. (C-3705)
4 , DENOTES HAND �`, I^� 940 Main Campus Drive,suite 500
Y I1V Raleigh,NC 27606
1‘ /
CLEARING
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_ PROJECT REFERENCE SHEET NO.
I I I I I I I I I 17BP.7.R.138 - GUILFORD 584 X-2
150I : : : 140 I : : : I130: : : •: : •:1120I : : : : : 110 : : : : : i 1OQ: : : : : : ; : : : : 80 70 60 50 40 30 2-0 10 0 10 20 30 40 50 &0 7`0 eo 90 100 1)0 120 130 140 150
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
VRM1TDRAWING
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ru: 1 SHEET 5OF 6
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" " " WETLANDS
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END BRIDGE 14 + 75 . 00
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . .
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in± E I II I III II III III - II III III II II II II

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 -L-14+20 TO 16+14 )100'39"BOX BEAM W/4'-0"CA 0.02 0.04 <0.01 <0.01 5 10
TOTALS*: 0.02 0.04 <0.01 <0.01 5 10 0
*Rounded totals are sum of actual impacts
I
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5/4/2021
GUILFORD
SF-400584
17BP.7.R.138
Revised 2018 Feb SHEET 6 OF 6