20200347 Ver 1_B-5825_Permit_Drawings_2020-02-26_20200306

Please fill out all yellow cells as completely as possible. Use pick lists where provided. For more information on the NCDOT Stormwater Management Plan form, please refer to the
document, NCDOT Stormwater Best Management Practices Toolbox (2014).
If the project drains to multiple water bodies, please drag the print area down such that Water Bodies 2 through 6 print on Page 2
Highway North Carolina Department of Transportation G4
Stormwater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 45778.1.1 TIP No.: B-5825 County(ies): Forsyth Yadkin Page 1 of 2
General Project Information
WBS Element:
45778.1.1 TIP Number: B-5825 Project Type: Bridge Replacement Date: 2/26/2020
NCDOT Contact:
David Stuffs, PE
Contractor / Desi ner:
TGS Engineers Ben Hene ar, P.E.
Address:
NCDOT-Structures Management Unit
Address:
706 Hillsborough Street
1000 Birch Ridge Drive
Suite 200
Ralei h, NC 27610
Raleigh, NC 27603
Phone:
919 707-6442
Phone:
919 773-8887 ext. 123
Email:
[e-mail]
Email:
bhene ar
t sen ineers.Com
City/Town:
Tobaccoville
Count ies :
Forsyth
I Yadkin
River Basins :
Yadkin -Pee Dee
CAMA Coun ?
I No
I No
Wetlands within Project Limits?
Yes
Project Description IF
Project Length (lin. miles or feet):
0.76 miles Surrounding Land Use: IForest, Rural Residential, Agricultural
Proposed Project
0 Existing Site
Project Built -Upon Area ac.
4.2 ac.
3.3 ac.
Typical Cross Section Description:
Two 12' wide paved travel lanes, two 4' paved shoulders, 4' grassed shoulders, and
Two 11' wide paved travel lanes with 2' to 4' grassed shoulders and grassed side
grassed side slopes ranging from 6(H):1(V) to 2(H):1(V).
slopes ranging from 6(H):1(V) to 2(H):1(V).
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 5600 Year: 2040
Existing: 5100 Year: 2020
General Project Narrative:
R-5825 involves the replacement of bridge No. 980035 on NC-67 (Reynolda Rd) over the Yadkin River in Forsyth and Yadkin Counties, NC. The proposed 1,065' long by 35.3'
(Description of Minimization of Water
wide nine -span bridge would replace the existing 1,084' long by 32.3' wide fifeteen-span bridge. The proposed grade will be about 6' above existing grade within the vicinity of
Quality Impacts)
the bridge and roughly matching existing grade outside of the bridge. The project will also involve retaining and extending an existing 1@9'x9' RCBC under NC-67 (Reynolda
Rd) and replacing an existing 1 @ 72" CSP with a proposed 1@9'x10' RCBC (buried 1') under realigned SR 1600 (Donnaha Rd).
Project minimum measures include:
>Maximizing Shoulder Section.
>Minimizing Roadway Side Slopes.
>Providing Adequate Ground Cover.
>Stabilizing Embankments and Drainage Ditches.
>Providing Adequate Energy Dissipation.
>Utilizing Natural Features and Drainage Pathways - Existing drainage pathways were utilized to the maximum extent practicable.
>Minimizing direct discharges from bridges.
SEEM Waterbody Information
Surface Water Body (1): Yadkin River
NCDWR Stream Index No.:
12-(78.7)
NCDWR Surface Water Classification for Water Body
P imary Classification:
Water Supply IV WS-IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Yadkin River
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
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
General Project Narrative)
L. (If yes, provide justification in the General Project Narrative)

Highway North Carolina Department of Transportation
Stormwater Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 45778.1.1 TIP No.: B-5825 County(ies): Forsyth Yadkin Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): UT to Yadkin River
NCDWR Stream Index No.:
N/A
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV WS-IV
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Sc
Buffer Rules in Effect:
Project Includes Bridge SpanningWater Body?
No
Deck Drains Discharge Over Buffer? No
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): NCDWR Stream Index No.:
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
NONE
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative)
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
Surface Water Body 4 :
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative)
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
Surface Water Body 5 :
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
P imary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

BEGIN
PROJECT
END 1
PROJECT
� viciNiTr nnaP i
-L- STA. 14 + 00.00
TO EAST BEND
STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
YADKIN & FORSYTH COUNTIES
LOCATION: REPLACE BRIDGE NO.35 OVER THE
YADKIIV RIVER ON NC 67
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES
WETLAND AND SURFACE WATER IMPACTS
BEGIN BRIDGE
-L- STA. 29 + 32.17
-Y1-
SR 1607
DONNAHA PARK RD
END BRIDGE
-L- STA. 39 + 98.83
-Y2- STA. 12 + 00.00
0
O
y � N
�o
O ,, V
STA'r8
6TATE PROlBCI R8PER8NC6 NQ
8II88T
NO.
TOTAL
R88M
B-5 82 5
9TAT8 PROD. NO.
.w.PROl. NO.
RP-9CRIP]TON
45778.1.1
WA
PE
45778.2.1
WA
RAW & UTIL
45778.3.1
WA
CONST.
PERMIT DRAWING
SHEET 1 OF 9
z
o�
END TIP PROJECT B-5825
-L- STA. 54 + 00.00
4
6
-DRW2-
` , -
-DRW1-
SITE 4
NC 67
NC 67
NOLDA . I
F°
SITE 3
SITE 2
DESIGN EXCEPTION
-L- LINE PAVEMENT CROSS SLOPE
ON ROADWAY APPROACHES AND
BRIDGE DECK
w/NSTTO
p A
LEM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepoled For:
DIVISION OF HIGHWAYS
HYDRAULICS ENGINEER
5�O 25 0 50 100ADT
2020 = 5100
ADT 2040 = 5600
K = 12 %
D = 80 %
T = 4 % *
V = 60 MPH
* TTST =1% DUAL 3%
LENGTH ROADWAY TIP PROJECT B-5825 = 0.556 mile
LENGTH STRUCTURES TIP PROJECT B-5825 = 0.202 mile
1000 Birch Ridge Dr., Raleigh NC, 27610
TGS TGS ENGINEERS By:
PH [phone]
EN^iNeea 706 HILLSBOROUGH ST
CORP. LICENSE NO.:
SUITE C-0275
RALEIGH, NC 27603
P.E.
SIGNATURE:
�y
@r
Q
® sy
M
g
# e
p
OP,TR
PLANS
50 25 0 50 100
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH TIP PROJECT B-5825 = 0.758 mile
RIGHT OF WAY DATE:
JULY 30, 2019
TOMMY REGISTER, PE
PROJECT ENGINEER
V. MARCUS LOWERY, PE
ROADWAY DESIGN
ENGINEER
PROFILE (HORIZONTAL)
LETTING DATE:
DUNE 16, 2020
PROJECT DESIGN ENGINEER
DAVID STUTTS, PE
10 S O 10 20
FUNC CLASS =
MINOR ARTERIAL
REGIONAL TIER
P.E.PROFILE
SIGNATURE.-
R���
(VERTICAL)
NCDOT CONTACT

®DENOTES
IMPACTS IN
SURFACE WATER
®DENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES FILL IN
®
WETLAND
DENOTES MECHANIZED
CLEARING
\
\
BEGIN CONSTRUCTION \
H BBAR R ALTY OF
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SEE DETAIL 1
CLASS 'I' RIP -RAP
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L G
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WOOD
BY-24
Bt
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u..a�xx�a7vr
DETAIL 3
STANDARD BASE DITCH
(Not to Sc.le)
N.turd Netuml
Groond 7: .�� Ground
d D
GeweaBle g Min. D= 1.0 Ft.
Max. d= 1.0 Ft.
When B is < 6.0' B= 2.0 Ft.
Type of Liner= Class 'I' Rip -Rap
-L- 29+75 LT & RT
CLA55 I RIP -RAP
IN TYPICAL CUT DITCH
10+50 To 11+50 ,JOHN d O'CONgOR JR REVOCABLE TRUST DETAIL 8 DETAIL 9 DETAIL 10
SPEC. LAT.'V' DITCH DAT D-17-2000 AMME DED LATERAL BASE DITCH STANDARD BASE DITCH BANK STABILIZATION
SEE DETAIL 11 PATRICIA O'CONNNOR REVV LE TRUST (Nett. Sc.1e)
SEE b TAiL 11RAP DATED 5-11-2000 AMENDED b INetm se.le) (Narro w°let
N.u,.l N.tuN.l 10'min
-L-
DETAIL 1
STANDARD BASE DITCH
I Not to Scolel
Natural Naturol
PERMIT DRAWING
SHEET 2 OF 9 Gee ile g Min.D= 1.5 F.
Max. d= 1.5 Ft.
•when B iz < 6.0' B= 2.0 Ft.
Type of Liner= Class 'I' Rip -Rap
-Yl- A.
11+07 LT
v
0
Ground 7/ � Ground N
Ground �— Fill D �' Ditch
d ?/ D 1�' Slope d Grade 1'S
B B Min. D= 2.0 Ft. 11 Min. D= 2.0 FL Maz. 2.0 Ff. M. KEITH BUTNER
Maz. d= 2.0 Ft. 'V/hen B ix < 6.0' 8= 3. 3.0 Ft.
•Wean B is < 6.0' = .0 Ft. Type of Liner= Claas'I'Rip-Rap
Type of Liner= Class 'I' Rip b5
-Rap = .0 Ft. T e of Liner= ass'ICl' Ri Ra
�X
FROM -L- STA. 40+00 TO STA.40+50 LT FROM -L- STA. 37+85 TO STA. 40+00 LT FROM -L- STA. 37+70 TO STA. 37+85 LT
k
X�X o
XX Z m ` � WOODS \ \ n\Cz
2� ^ O O 1
/ k �u S±� F Z C LIMIT $TREAMFLOW BLOCKAGE
ADDITIONAL 30'TEMP WORKPAD �`� FROM TEMPORARY WORK PADS
1
/ I BENCH NEEDED UPSTREAM OF TO 50% AT ONE TIME.
GR / b, '. O PROPOSED BRIDGE FOOTPRINT \
ld1 3' STD. BASE DITCH WOODS
SEE DETAIL 9
END ASPHALT PAVING STATE OF NORTH CAROLINA
W / CLASS 'I' RIP -RAP N
k o E D CO STRUCTIO
I 4 ti BANK STABILIZATION
/ -DR 2- POT Sto.12+85.3/ \ SEE DETAIL 10
CLASS 'I' RIP -RAP C
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SITE 1
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SEE DETAIL 2CLASS 'TRIP-P -�Si�BY-22 WOODS
-------------
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II
I
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1
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1
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1 a A- 29+07.67 RT SEE DETAIL 3
II GR / CLASS 'I'
1 /
1
1 I a
1 /
1
t I
1 IW
1 I
t
X
t
T
t T
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(D
STATE OF NORTH CAROLINA
REMOVE EXISTING
STRUCTURE
/
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BY-21
N
N N
DETAIL 11
SPECIAL LATERAL 'V' DITCH
I Nm I. ..I.)
Fill
Natural b'� of 61ope
Ground z:) D hoc
d It
Geoteztile Min. D= 1.5 Ft.
Type of Liner= Cl-7 Rip -Rap M... d= 1.5 R.
FROM -DRW2- STA. 11+50 TO STA. 12+00 LT
PROJECT REFERENCE NO.
SHEET NO.
B-5825
05
W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
TGS 7p6 HILLS ORO GIH ST. SUITE 200
EV NE -PS
RALEIGH, NC 27603
PH [phone]
3' LAT. BASE DITCH
SEE DETAIL 8
CLASS TRIP -RAP
BEGIN SBG
A 40+22.33 LT
SITE 2
IsnNc R/w
T� PRN CTII
�E E E E E E
BANK STABILIZATION
SEE DETAIL 14
BANK STABILIZATION CLASS 'II' RIP -RAP
SEE DETAIL 14 WOODS SITE 3
CLASS A RIPRAP
�Q
�i�� Q� LIMITS OF TEMP WORKPAD BENCH AT ELEV.
N J�� ,F�� 735.2'. BENCH OUT TO 10, BEYOND
CENTERLINE OF PROPOSED BENT OR OUT TO /
CENTERLINE OF EXISTING BENT,AS
,pp'E��� APPLICABLE, THEN DOWN AT 1.5:1 (TYP). BEGIN SBG
/oF O -L- 40+22.33 IT
F /STEPH N A HUBBARD
SUSAK HUBBARD
N�
y`
DETAIL 14
BANK STABILIZATION
(Not to Swle)
TOP OF BANK
2.0' KEYED -IN
— RIVER B\D
cuss 111
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0
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I Z
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U
-L- STA. 34+50 LT & RT
-L- STA. 38+00 LT & RT

® DENOTES IMPACTS IN
SURFACE WATER ', I STANDARDAIL BASE DITCH LATERAL BASE DITCH STANDARDTAILAIL BASE DITCH \ I A I
_ _ / / / / / I I Ill l / I l l .
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1pSHEET 3 OF 9
DENOTESEMECHANIZED 'Gnd GEOTE%
Maa.d- 15 Fr. Min.D 2.0 Fr.
CLARINB is 6.0' B= 2.0 Ft. Max. d= 2.0 Ft. •When B is < 6.0' B= 2.0 Ft. 1
WhenB z< 60' B= 2.0 F. <J1.n
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JOHN J O'CON OR JR REV( TRUST
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DATED-5--200/O�AMENDED
-XI POT.'Sta.Ip+ 50
I
00--0
I
�`\
DETAIL 9 DETAIL 10
STANDARD BASE DITCH BANK STABILIZATION
(Nor ro Scolel INofm Seale)
Natural Nararol 10'min
Ground 7/ D .�� Ground Dirch O
- d Grade 1.5' 6
B Min D 2.0 Fr. ( \
Mox. d= 2.0 Fr. J IrI, KEITH BUTNER
'When B iz < 6.0' B= 3.0 Ft.
\ T e of Liner Clau 'I' R R0 Type of Liner Cl-B T R'p-Rap
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� ADDITIONAL FROM TEMPORARY
Q RIDGE FOOTPRINT \ ��� SE
GR / '. D. BASE DITCH I\ \ \WOODS
F / �� I STATE '0 NORTH CAROLINA \ DETAIL 9
END ASPHALT PAVING / cuss T RIP -RAP ILIA .
m
fo f L c E D CON
II
II
-DR 2- PS+1 BANK STABILIZATION
.
SEE DETAIL 10
CLASS 'I' RIP -RAP 1
PROJECT REFERENCE NO.
SHEET NO.
B-5825
05
W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS
TGS ENGINEERS
eve Ne_Rs
706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
Np
PH [phone]
CORP. LICENSE NO.: C-0275
3' LAT. BASE DITCH
SEE DETAIL 8
CLASS 'I' RIP -RAP
BEGIN SBG
I
-L- 40+22.33 LT
\
SITE 2
I
I
a
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vi L 2' 10, 1r- VAR..-f -
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/ "///// SEE DETAIL '11' 14
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SPIGOT SEE DETAIL 14 / 'HOODS
GLASS 'II' RIPRAP
BY-21
_ I� / //� \
/ — /� v /i / SITE
I BEGIN/SB_ /' \ m i END
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-L- 2 +71.09 RV \ t �� �. /
II GR CLASS 'I' RIP -RAP / A ' �/ / / /
/ I I �e / �i @ LIMITS OF TEMP WT TO 1 BENCH AT ELEV.
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o \ /
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9uRe ---- ////
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DETAIL 13
CLASS 'I' RIP -RAP
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WOODS
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CULVERT CHANNEL IMPROVEME S
SEE DETAIL 12
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I SPRING
END IN PIPE
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wooDS P '
II
I
STEPH N A HUBBARD
I
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0
elm
—V
DETAIL 12
CULVERT CHANNEL IMPROVEMENTS
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PROPOSED TOP
RO TBEGREMOVED) OF MNK
61PROP. EXCAVATION
5' BENCH 1 5' BENCH
9' PROP. 1.5' MIN
CLASS T RIPJ CHANNEL BED
LENGTH=145' (FROM CULVERT FACE)
EST. 2,200 CY EXCAVATION
EST. 380 TONS CLASS "I- RIPRAP
-Y2- STA. 19+35 RT
T STD. BASE DITCH
SEE DETAIL 9
CLASS 'I' RIP -RAP
ROCK PLATING (1.5:1 FILL SLOPE)
-L- STA. 45+00 TO 45+90 IT
SEE NCDOT STD DRW 275.01
CLASS 'll' RIP -RAP
16
ERIC W COBB
/15" CSP W/ROD &
LUG, GASKETS,
& 2 ELBOWS
\
O
O — D$ 130 MART 1 2' STD. BASE DITCH
— 3080 PG 2SEE DETAIL 18
JASHUA COX
CLASS 'I' RIP -RAP
TOE PROTECTION
___,TOE
SEE DETAIL
CLASS 'I' RIP-- RAP
\
/
I
\
1@ x1O' RCBC
(BURIE9'D 1.0')
\
SITE 4
BANK STABILIZATION
SEE DETAIL 16
CLASS '1' RIP -RAP
1@ 9'X9' RCBC
1.1
GD
PROP. FILL O R
CULVERT EXT NSION
SEE DETAIL 0
CRAP EDGAR yADEN
TOE PROTECTION
SEE DETAIL 13
'I'
CLASS RIP -RAP
T HOUSE
o
WOODS
DE-6>
IP
PROP. LTA
16' GRAVEL
--.I_
®DENOTES IMPACTS IN
SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 5 OF 9 2Z
�7Q
i�
2' STD. BASE DITCH 1�
SEE DETAIL 18
CLASS 'I' RIP -RAP BEECHNUT PROPERTIES LLC
- — _ — -
�
2GI BPS ISFD
J` —
\
'1
PROP. 1 —
'
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- - 31.02 LT I 1
— --
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16'GRgV 1
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PROP. 16' ��
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❑
4'FDPST`l
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WOODS
ISFD lip `. Off_ - 44`a\ \\V - r . --\ - r F A woods
PROJECT REFERENCE NO.
SHEET NO.
B-5825
06
W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
FN�TIve_Ps 706 HILLSBOROUGH ST. SUITE 200
RALEIGH, NC 27603
PH [phone]
END TIP PROJECT B-5825
L- POC Sta. 54 + 00.00
WOODS
I I
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17fp-SIZE/xxAF—P"
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2
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BANK STA LIZATI N I
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T x )'i RAMP a -\\,p9 CLASS 'I' RI =RAP
T "CSP W/ROD `$, �
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AM
K` Pq CLASS 'I' RIP -RAP / PELA W. MEADOWS
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WOODS �� WOODS 'p,
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FRANCIS HOSTETTER
DETAIL 9 DETAIL 21 DETAIL 10 /
DETAIL 20 STANDARD BASE DITCH \ DETAIL 18
PROP. FILL OVER CULVERT EXTENSION 4 Npnp stele) 1 STANDARD 'V' DITCH BANK STABILIZATION STANDARD BASE DITCH
I Nor to Scala) Noturol NRNrvI I ( Not ro Swle) I Nm to Swle) (Nof to $cale)
PROP. FILL Ground .),� Ground I 10,min. Natural Noturol
OVER NFFIOY d D Nptural Nprurol Groun 7�) ,�� Groun
CULVERT tit / Ground Ground Ditch 1.5, p
\ 40:1 / B Min. D= 2.0 Ft.
�) D 1` Grade d
9 / Mpz.d= 2.0 Ft. GaolexBle B Min.D= 3.0 Ft.
•when B is < 6.0' B= 3.0 Ft. Min. D= 1.5 Ft. •When B Ia < 6.U' 9Oz 2.0 Ft.O Ft.
-L- STA. 42+50 LT
NAiuRAL GRourvO TYPe of Liner= C au '' Rip -Rap Type of Liner= Claa T Rip -Rap
PROPOSED 9 -L- STA. 42+08 RT DETAIL 15 Ty, a of Liner= Clau 'I'Rip-Ra
BANK STABILIZATION FROM -L- STA. 47+75 TO STA. 47+90 RT FROM -L- STA. 47+90 TO STA. 49+23 RT
FROM -L- STA. 46+00 TO STA. 46+35 LT DETAIL 13 (Narra Scnle)
DETAIL 8 TOE PROTECTION
LATERAL BASE DITCH IN— scplel PROP. PIPE
( Not. Swle) OQ' FILL
b NATURA ')'�'RSLOPE \� CIRIPJUP
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Ts' f
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'When B is < 6.0' B= 3.0 Ft. FROM -Y2- STA. 19+00 TO STA. 20+25 LT
Type of Uner= Clas T Rip -Rap b= 5.0 Ft. FROM -Y2- STA. 18+50 TO STA. 19+10 RT
FROM Y2 STA 19 50 TO STA 20 00 RT
15" CSP W/ROD &
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& 2 ELBOWS
-L- STA. 46+80 LT
A- STA. 49+55 LT
DETAIL 17
SPECIAL LATERAL 'V' DITCH
I Nor to Swlel
Natural � 3� FII
Ground 1.) D Slope
FROM -L- STA. 40+50 TO STA. 40+86.5 LT + +
FROM -L- STA. 45+90 TO STA. 47+00 LT -L- STA. 47+50 RT FROM -L- STA. 45+75 LT FROM -DRWI- STA. 10+50 TO STA. 11+00 RT
—r—
EXISTI—
WOODS

PROJECT REFERENCE NO. SHEET NO.
Illpl IllllllI1111111 1111l v\\\\
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B-5825 06
_LOOO SURFACE WATER ww SHEET NO.
0TA. DENOTES,
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_y2-OT�I 1jIIjII1\-7V IMPACTS TEMPORARY SURFACE WATER ENGINEER ENGINEER
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SEE DETAIL GI PERMIT DRAWING
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SEE DETAIL 12 EL 18
CLASS TRIP-R JASHACOX RIP-RAPA Q
PpEOI\
ODDS TOE PROTECTION,
/
SEE DETAIL 13 \ /. \\ 1 \ \ - 83('
i�
\ \ \ \ \ \ / / / / e cross' T RIP -RAP �\ \ \ 1 I I I I I I \ \ \ \ \ \ \ - / / / / / � / / � � � 'o \ DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2 V //IoI \\ A
TGS ENGINEERSTGJ
FN�NE-PS 706 HILLSBOROUGH ST. SUITE 200
M. KEITH BUTNER /-o. �, V AA\ V ��'� / / /`7" \ A VAA \� A A / / /� / /// /// ��o� I 1 \ V A V A \ / // / / / / /' RALEIGH, NC 27603
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PROP.16 19+1478 RT r \' so AA \\ �V AAAA�V A\ \v SEE DETAIL jam/ /// I I I I I V A A / // // //�/ i 2'STT A DIr H I / I\I(� -�
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PROP. FILL OVERCULVERTLVERT EXTENSION Naerol Nmerol A A / \1 ( Not m Style) / IN- style) A / Ne $ 5.I DITCH / w / //I I / / 1 pq�
PROP. Flu Ground ti� Ground \ \ I 10'min. / N.-I N.-I / //
2- MIN Feloi D%i l / / �8 \
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CULVERT CHANNEL IMPROVEMENTS I /
I L STA 42+50 LT /� /% 1 I Wh n B s < 6.0' B= 2.0 Ft.
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(TO BE REMOVED) -- 71. 46+ 0 O SL�. 46+3 T I DETAIL 13 \ (Nano senlel DETAIL 16 1111 /L / I / L STA�4 /LT/IIIIII
DETAIL $ / r BANK STABILIZATION I l l I (
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Nwro srolel u V DETAIL 17
PROP. EXCAVATION b NATURAL ti` '(R SLOPE / SPECIAL LATERAL 'V' DITCH
6, F6f CIASB 'I'RIPJUP PROPOSED 9'x9'RCBC NATURAL GROUND III (Not to S.I.) I I I 1 I I I \ \
\ GROUND \ WIDTH=10' EXTENSION \ \\
5'BENCH II I 1.BENCH Gound 7*fill d I I
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"PROP. 1.5'MIN d d= H.
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B Min. D= 2.0 Ft. / / I \ 1,5� r TL 1.5 'I' RIP RAP CLASS 'I' RIP RAP I Groena ?.) D Slope
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LENGTH Cleu 'I' Rip-RaP / / I T=1.5' I \ \ \
=145' (FROM CULVERT FACE) I I I I I I I I cp
EST. 2,20o CY EXCAVATION `Whe" B ie < 6.0' B= 3.0 Fr. \ F M\- - TA. 19} 017!O S /LT i I ! / �� CLASS 'I' RIP -RAP EST. 50 TONS Io 1 I \ \
EST. 380 TONS CLASS "I' RIPRAPType of liner= Cless 'I' Rip -Rep b= 5.0 Ft. FR Y�- S A. 1 01 TO RT - LENGTH= 31 F7 (FROM CULVERT FACE) \ \ O
F OYA I_ T.1 T T 1 bU RF'
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 34+15 to 38+05 LT & RT
Temporary Workpads
0.77
14
1
-L- 34+25 to 38+05 LT & RT
Bank Stabilization
0.13
0.08
134
43
2
-L- 40+00 to 41 +50 LT
Stream Relocation
0.01
168
2
-L- 39+15 to 40+00 LT
Permanent Fill / Mechanized Clearing in
Wetlands
0.01
0.02
2
-L- 42+00 to 42+15 RT
3' Standard Base Ditch
< 0.01
12
3
-L- 38+75 to 39+45 RT
Mechanized Clearing in Wetlands
0.08
4
-Y2- 17+85 to 18+50 RT
Culvert Channel Improvements
< 0.01
< 0.01
34
26
4
-Y2- 19+35 RT to 20+55 LT
Prop. 1 @ 9' x 10' RCBC
0.03
< 0.01
165
30
4
-L- 45+40 to 45+90 LT
Bank Stabilization
< 0.01
< 0.01
31
20
4
-L- 45+90 to 46+70 LT
Prop. 1 @ 9' x 9' RCBC Extension
0.02
99
4
-L- 47+40 to 47+90 RT
Bank Stabilization
< 0.01
< 0.01
32
11
TOTALS*:
0.01
1
1
0.10
0.21
1 0.87
1 663
1 156
*Rounded totals are sum of actual impacts
NOTES:
1. <0.01 acres of Permanent SW impacts for bridge interior bents at -L- 35+58 and 36+83.
2. <0.01 acres of Permanent Wetland impacts bridge for interior bents at -L- 39+33.
3. Site 1 - Temporary Worpads - Temporary stream impact length shown is the remainder of stream length between abutting bank stabilization
impacts covered by the workpad footprint.
Revised 2018 Feb