20210925 Ver 1_Correct Permit Drawings_20210728

Carpenter,Kristi
From:Parker, Jerry A
Sent:Wednesday, July 28, 2021 3:28 PM
To:[e-mail]; Conchilla, Ryan
Subject:Correct Permit Drawings for Tabernacle Church Rd (17BP.7.R.138)
Attachments:Tabernacle Church Rd Permit Drawings.pdf

Dave and Ryan,

I haver no idea how, but the permit drawings that you received for the Tabernacle Church Rd
Bridge Project (Bridge # 584) are different from what I thought I submitted. I am submitting
the drawings I intended to send. Please use the attached drawings for your permit review. I
apologize for the confusion.

Jerry

Jerry Parker
Environmental Supervisor
Division 7
North Carolina Department of Transportation

336 256 2063 office
[e-mail]

1584 Yanceyville St.
P.O. Box 14996
Greensboro, NC. 27415-4996

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
1

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?
3�59
.i.Q C 0 UNTY
5:2 O `3 _ 3.30 3
• � 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
N
y...,
�07
- ,^^' 78,573
' 3740
VICINITY MAP
„I:4
(NOT TO SCALE)
0 0 0 0 0 OFF—SITE DETOUR
16...__°14
El"! ,
nil 44 Pliiilli
N
SITE l Z
co
BEGIN PROJECT /7BP.7.RJ38 END PROJECT /7BP.7.RJ38 0
-L- POC Sta. /1+00.00 BEGIN BRIDGE m END BRIDGE -L- POT Sta. 17+50.00 Q
—L Sta. /3+75.00 �m. A L Sta. /4 75.00 /j
Z
i
—L—
I I
N / I
B TO T L--- TO n
PLEASANT GARDEN 1 / US 42/
� SR 34/2 V
73 (TABERNACLE CHURCH ROAD)
1—
F-
BEGIN APPROACH SLAB END APPROACH SLAB
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CI DOCUMENT NOT CONSIDERED FINAL
/ • • UNLESS ALL SIGNATURES COMPLETED
-H E1114 1
E
w Prepared In the Office of Simpson Engineers & Associates for ROADWAY DESIGN ENGINEER
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
� `'"- J \ /\ J\ J\ SIGNATURE: �.1

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
Natural Natural 10'min. ENGINEER ENGINEER
o Fill Ground �• . Ground
Natural 1 oC Fill Natural �p��et Slope y D Ditch 1.0'min.
Ground ?.•j I- 3- 'c'te< Slope d I
D ��p Ground d 1.$'
d I Geotextile Grade
F Geotextile B Min. D=1.5 Ft.
Geotextile B \ \ d=1.0 Ft. Max. d=1.5 Ft. GEOTEXTILE
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
-L- STA. 14+95 TO 16+O6 LT -L- STA. 13+00 TO 13+57 RT -L- STA. 14+12 TO 14+24 LT
-L- STA. 11+00 TO 13+00 RT /
Am /
DENO0 1///j/
DENOTES FILL IN
TES IMPACTS IN t //� SURFACE WATER WETLAND
cS
LO
�+ MOTE MACDONALD I& E,LLC VHB ENGINEERING
�� S F�
LICENSE NO.F-0669 LICENSE NO.C-3705
�" ` DAVID R HANKINS �,�// DENOTES TEMPORARYWI/A
DENOTES HAND DOCUMENT NOT CONSIDERED FINAL
ZI/ 0
.� �� 9`' PEGGY A HANKINS �� IMPACTS IN SURFACE WATER CLEARING UNLESS ALL SIGNATURES COMPLETED
JAMES G GADDY oo�o `a�A Prepared in the
END BRIDGE Office of: M
BOBBI B GADDY RIP RAP @ EMBANKMENT `� :400,1, END PROJECT 17BP7.R.138FINISHED FLOOR r wA Po Box 700
\V(‘
ELEVATION: 680.30 SEE DETAIL 4 ��� o MOTT 11/� Fuay-Vahna,NC 27526
EST. 30 TONS RIP RAP , �� \ -L- StO. 14+75.00 -L- POT Sta. 17+50.00EST. 60 SY GEOTEXTILE � ` `" MACDONALD www.mottmac.corr✓americas
END APPROACH SLAB DELLA C ELLIS
MICHAEL G ELLIS �•.��� VHB Engineering NC, P.C. (C 3705)
SLAB Om 940E Main Cam us Drive,Suite 500
CLASS B RIP RAP 2SFD BEGIN BRIDGE a -L- Sta. 14+87.00 �' '' Raleigh,NC 27606
EST. 3 TONS • - `��
EST. 10 SY GEOTEXTILE -L- Ski. /3+75.00
CLASS B RIP RAP VERTICAL SCALE HORIZONTAL SCALE
il EST. 2 TONS TOE PROTECTION 1 2 2 5 '
-L- PT Ski. 11+8O.64 CONCRETE ''` I JEsT. 7 SYEOTEXTILE I ��' L 20PAVED Sm •' _ „ EST. ?? TONS RIP RAP
DITCH N 1 1� rwi �5SEST. ?? SY GEOTEXTILE -L- POT Sta. 18+50.00
-L- PC Ski. 10+00.00 STD. 850.01 / �. N N _m m IOODS �� ,� `-� WOODSi WOODSWOOD. '1 t t mI I P E RM I T D RAWI N G
��� / Z PDE •DE - "vim 1 �, --r -. / .` I M
0.2' TO P PDE ,,,�, .l �,► ,- PDE_ Im SF-I E ET 2 OF 6
EIP -E E E 1111/1, N N �: / r PDE-_ , X
XISTING R/W E� E C CO_ mom -- -. : � „,,,,•.,,.,,. _-- ppE
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GI iME T ' f. `• - O - _ A
-
�� 'j I15" RCP-I -L- I SR 34/2 20'BST ZD
o / 1 1ITO US 42/
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STO I I I 1 ,�:c.. J+ , D O \ /
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UE D.
BEGIN APPROACH SLAB WOODS t m CLASS B RIP RAP
BEGIN PROJECT l7BP.7.R.138 ► m m EST. 2 TONS A
-L- POC Ski. /1+00.00 -L- Sta. /3+63.00 , m D ;`ma" Nn\ EST. 7 SY GEOTESXSTILE 4
•STANDARD BASE DITCH "rn
/ WALTL- G RICKS III
LATERAL BASE DITCH SEE DETAIL 3 ''' / - MARY N RICKS
SEE DETAIL 1 SLOPE = 0.078 CUT EXISTING STfrEL PILE FLUSH WITH
EST. 70 TONS RIP RAP EXISTING (EAST BANK) CONCRETE FOOTER
EST. ?? TONS RIP RAP EST. 130 SY GEOTEXTILE AND RETAIN THE T NCRETE FOOTER AS IS. //let
-
EST. ?? SY GEOTEXTILE EST. 10 CY DDE / Z
\ /
CLASS B RIP RAP / w
0 EST. 4 TONS \ \ -' --
EST. 10 SY GEOTEXTILE ��5�� AA%
QUATE LIVING TRUST
JOHN W A'CHER, JR - '9 '\ a mR, CLARENCE W QUATE TRUSTEE
m =o w
LINDA W. ARCHER CLASS II RIP RAP i HAZEL W QUATE TRUSTEE
0 , UP TO E,LEV. 640.0' (TYP.) fi,
(STRUCTURE PAY ITEM)
'
JOHN W AHL;HLR. JR o
LINDA W. ARCHER
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BEGIN P J aT BEGIN GRADE MIDGE 4 SIA. 14+25.D -L- END P-RO. ECT:
�39" 30X BEAM END GRADE
1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA. 11 + 0 STA. 17+50.00
c STA. 11 +50.100 I SPAN: a1100'. SKEW ''° STA. T/ + -
O EL = 642 18' W/4' DEEPCAPS EL = 691.,40'
0 GP LL:V. - 68/.45'
1 -
L PI = 12 +55.00 PI = 15 +80.00
MILL EL = 688.12' EL = 686.84' M .L
L TO VC = 210 VC = 210' T
-0 700 • • • �.?cI-s-- = = 50 EX ST 700
5
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6 9 0 -rune,- , 3. . --� 7�iil'� ._ . . . . . . . . . . .
690
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N _ BR/DGF DRAUL/C DATA
3
DESIGN / HARG = /494 CFS •
0 680 3 V _ : ,� DESIGN FREQUE 25 YRE----
680
s +Qs
s y N i � _ DESIGN HJ4[ ELEVATION = 679J FT
- r 11 "� II . r •_ r Ilk ,'�' BASE DISCHARGE _ ��
_Z _Z�, - N _ ~ = BASE FREQUENCY I ' = /00 YR
670 O IW .� IW I -i
- I W I .7a 1 L_I a_ I Ll-L LLI ILL LL I w /11115.VBASE HJtY �l F►/ATION 70
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
> P/N CH GE = - 6666 CFS
c
w OVERTOPPING r QUENCY = 500+ YRS
1- 660
660 • 'TOPPING ELEVATION = 6872 FT •
X rAVA E TO i
ELE-V=67'.5'
ai i ci 4 II1.SIP(2 RAP I MC - BATS iOF SURVEY DE/Q61/OI9
N (NORMAL. TO CAP) (TYPI
0 _ - - - - - - - - - - - - AIC)RMAI W� WWS.ELEVATION
- - - - - - - - - - - -
(STRJCTURC PAY ITEM) ELEV.-671.L' -
AT-D E OF SUfi�/t Y 671.4
_a DATE: 02-28-2019 EXCAVATION = 175 -cv
TI
N
O M i iO 650
(STRUCTURE PAY IT;M) 650
NI T
,r�_ 0 10 11 12 13 14 15 16 17 18
CV _,
Ln coCC E

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
1 Natural Natural 10'min. ENGINEER ENGINEER
o Fill Ground �• 1 Ground
Natural 101 Fill Natural �p��et Slope / D Ditch 1.0'min.
Ground ?.•j i- 3' 'c'te< Slope d I
D Ground d 1.$'
di Geotextile Grade
F Geotextile B Min. D=1.5 Ft.
Geotextile B \ \ d=1.0 Ft. Max. d=1.5 Ft. GEOTEXTILE
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 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 C>
-L- STA. 14+95 TO 16+06 LT -L- STA. 13+00 TO 13+57 RT -L- STA. 14+12 TO 14+24 LT
-L- STA. 11+00 TO 13+00 RT \ � � WZ DENOLO
0 TES IMPACTS IN 1///j/
/ DENOTES FILL IN
� _ �Gs SURFACE WATER WETLAND
MOTT MACDONALD I& E,LLC VHB ENGINEERING
` S F,
LICENSE NO.F-0669 LICENSE NO.C-3705
�m� F` ` DENOTES TEMPORARY
Z1/ 0
\� '• �� 9`� PEGGY R HANKINS /// / IMPACTS IN SURFACE WATER /i//? DE CLEARING DOCUMENT
UNLESS ALL SIGNATURES COMPLETED
Pres
JAMES G GADDY � \?a'" Office read in the n A
BOBBI B GADDY RIP RAP @ EMBANKMENT END PROJECT 17BP7.RJ38 1Y1 N� F Box °�a,NC 27526
FINISHED FLOOR 9� END BRIDGE
ELEVATION: 680.30 SEE ! T1EEE
-L- Sta. 14+75.00. -L- POT Sta. 17+50.00. 1. ' ms MACDONALD www.mottmac.corr✓americas
END APPROACH SLAB DELLA C ELLIS
MICHAEL G ELLIS �•.��" VHB Engineering NC, P.C. (C-3705)
SLAB o�\T,.;) i. 940 Main Campus Drive,Suite 500
CLASS B RIP RAP 2SFD BEGIN BRIDGE n • -L- Sta. 14+87.00 �' '' Raleigh,NC 27606
EST. 3 TONS J, `A•
f I J / ( EST. 10 SY GEOTEXTILE -L- Sta. 13+75.00 CLASS B RIP RAP r / / - VERTICAL SCALE HORIZONTAL SCALE
ri ,I I EST. 2 TONS 71-
TOE PROTECTION
-L- PT Sta. 11+80.64 CONCRETE \ ` JEST. 7 SY GEOTEXTILE SEE DETAIL 2 I I I 111 IL¶� 2 l II I IL 2 0
DITCH �- N( _ I ca PAVED N -WL: 15" EST. ?? SY GEOTEXTILE -L- POT Sta. 18+50.00
-L- PC Sta. 10+00.00 STD. 850.01 N N 1� -W�ELBO�S
WOOD: !IN Ds'', - WOoo PERMIT DRAWING
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TO PLEASANT GARDE �� ' 'f N 83'58' 412" E TABERNACLE C URCH RD
Ul
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0.6 EXISTING R/W _ - 4har:r" .�: .' - ::...�` ei� .�-. .� �� -�'.E'i END S�B�----- 30" CMS�._ -15:�►�"' ��
TO \ 2 , ..E.�;0.o• +20 L \ -E' / I rower NG R/w
EIP D✓✓ 24 C-.'c: . 7F � ;.. i', \ UESTO I' ' �\ 4' I I /////� 44, • -- cP 4 p 1 I�,
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' • 1 DUE DUE `a - 15„
'MODS / , WORDS ,,�`' N m \\ t.
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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
1 N -p
\f1.1 Lt i
MI' l CI
_ L MK
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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690 ��i3#�t'1�l�RII��-- 690
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N • ,^a .`�`,; �'" 3938 ►=R/DG DRAULIC DATA
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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
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17BP.7.R.138 — GUILFORD 584 4
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\ (V ) LICENSE NO.F-0669 LICENSE NO.C-3705
DOCUMENT NOT CONSIDERED FINAL
\ / DENOTES FILL INUNLESS ALL SIGNATURES COMPLETED
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Y I1V Raleigh,NC 27606
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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