HomeMy WebLinkAboutI-5898_Wetland_and_Surface_Water_Impacts_Permit_Drawings REV 8-7-2022HIMrhwa
Stor ViIal
North Carolina Department of Transportation r°
Highway Stormwater Program a
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 46860.1.1
TIP/Prof No: 1-5898 County(ies): Rockingham Page 1 of 1
General Project Information
WBS Element:
46860.1.1 ITIP Number: 1-5898 Project Type: Roadway Widening Date: 11/19/2021
NCDOT Contact:
Galen Call, PE
Contractor / Desi or:
MI Engineering
Address:
1590 Mail Service Center
Address:
1011 Schaub Dr
Raleigh, NC 27699-1590
Suite 100
Raleigh, NC 27606
Phone:
919-707-6711
Phone:
919-851-6606
Email:
gcail@ncdot.com
Email:
khefner mi-en ineers.com
City/Town:
Ma odan
Count ies :
Rockingham
River Basins :
Roanoke
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.51 Surrounding Land Use: Commercial/Business along alignment, Woods North/South of project
Proposed Project
Existing Site IN
Project Built -Upon Area ac.
6.9 lac.
5.4 lac.
Typical Cross Section Description:
Y Line - 2 to 3 12'-14' lanes w/ curb and gutter & Concrete Median
Y Line - 2 to 3 10'-12' lanes w/ curb and gutter & Concrete Median
Ramps A, B, C, D - 12'-14' lanes w/ open shoulder
Ramps A, B, C, D - 10'-12' lanes w/ open shoulder
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 20,600 1 Year: 2045
Existing: 1 16,000 Year: 2017
General Project Narrative:
The project consists of the widening of NC-135 from West of the US-220/311 interchange to East of US-220/311 interchange from 2 lanes in each direction to 2-3 lanes in each
(Description of Minimization of Water
direction with independent turn lanes into commercial business and highway. Bridge 780074 will be replaced along the project corridor and 4 access ramps will be upgraded on/from
Quality Impacts)
US-220/311. The proposed stormwater runoff from the roadway widening has been conveyed to roadside ditches and storm drainage systems via curb and gutter that drain to
existing ouffalls.
Minimization efforts were made to reduce potential impacts to Wetlands and Surface Waters. Pipe Networks were utilized to preserve stream flow in areas where existing
Jurisdictional Streams are impacted by proposed roadway design and fill. 2:1 roadway slopes are used to reduce permanent fill encroaching into existing Jursidictional Streams.
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See
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I A
For Index of Sheets
See
Sheet
9 B
For Conventional Plan Sheet Symbols
See
Sheet
I C-
I For Survey Control Sheets
STATE OF NORTH CAROLINA
DIVISION OF H11"'HWAYS
OCI<INGHAM
COUNTY
LOCATION: US 135 FROM WEST OF SR 2177 (DAN VALLEY RD.) TO
EAST OF SR 2271 (SHADE RD.) AND SR 2283 (COMMERCE
TYPE OF WORD: GRADING, PA VIND INA GE,
STRUCTURE AND UL VERTS
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220
3 11
11
BEGIN CONSTRUCTION
—RAMP D— STA. 10 + 00.00
A,�
1 END TIP PROJECT 1-5898
MAYODAN MUNICIPAL BOUNDARIES
;,;%' -Y- POT STA. 133 + 10.00
BEGIN CONSTRUCTION
—RAMP A— STA. 10 + 00.00
BEGIN TIP PROJECT 1-5898
-Y- POT STA. 106 + 00.00
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— THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF MAYODAN. J
— CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11.
— THIS IS A FULL & PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN
GRAPHIC SCALES
50 25 0 50 700
i I i I I� I, �
PLANS
50 25 0 50 700
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2017
= 16,000
ADT 2045
= 201600
K
= 11 %
D
= 55 %
T
= 3 %
V
= 40 MPH
* TTST
=1 % DUAL 2 %
FUNC
CLASS =
RURAL MINOR
ARTERIAL
STATEWIDE
TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1-5898
LENGTH BRIDGE TIP PROJECT 1-5898
TOTAL LENGTH OF TIP PROJECT 1-5898
NCDOT POINT OF CONTACT:
BRIAN KETNER, PE
PROJECT ENGINEER
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STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
1-5898
1
STATE PROJ. NO.
F. A. PROD. NO.
DESCRIPTION
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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END BRIDGE
—Y— STA. 120 + 52
BEGIN CONSTRUCTION
—RAMP C— STA. 10 + 00.0
Prepored in the Office of:
/FYIV'� JOHNSON, MIRMIRAN, & THOMPSON, INC.
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1130 Situs Court, Suite 200, Raleigh NC, 27606
2018 STANDARD SPECIFICATIONS
PRODUCTION
RIGHT OF WAY DATE: ENRICO A. ROQUE, PE
F E B RUARY 17, 2 02 0 PROJECT ENGINEER
PRODUCTION
LETTING DATE: CHARLES R. BARBOUR, PE
S E PT E M B E R 15, 2020 PROJECT DESIGN ENGINEER
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
SIGNATURE:
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J \ I�I/ _ 0 JUNCTION BOXES J
.695�
\r — ` \\\\��\\as �� \ \ / qhf J / / / \ //�%�� ! \ ` 4\ RCP BENDS / ��\ko \\\\\
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tN
O
w
w
0-
a
US 220 & NC135 / US 3//
US
220
15,975
21,904
1,550
/,875
NC l35 /3,750 �
�- 17,150 -Y-
15,893
3,02
20,436 US 311
r_ 100
3,954
8,100
21,675
29,604
2024 ADT
2044 ADT US
220
Pls
Sto 134+76.29
Os
= 4° l0' 35.5"
Ls
= 537.50'
LT
= 225.06"
ST
= 112.56'
-RP A -
�w �_ Prepared in the Office of: PROJECT REFERENCE NO. SHEET NO.
Pl Sto 112 +91.1 / „ PI Sto ll6 +23.66 PERMIT DRAWING m ,�' OHNSON MIRMIRAN & THOMPSON INC. l -5898 05
17 42' 02.1 (LT) A = 9 38 /7.5 (RT) �� �111� �®
D = 4° 05' 33.2" D = 4° 05' 33.2' 0 SHEET 4 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606 SHEET NO.
L = 432.51' L _ 235.5/; s���a�P� / / S ROADWAY DESIGN HYDRAULICS
s
T = 2/7.99' T - 1/ .03 , ' 50' 0' 50' 100, 150' ENGINEER ENGINEER
R = 1,400.00" R = I, 00.00' ����' �' Y��/� F F DENOTES IN DENOTES IMPACTS IN
SURFACE WATER
e = 0.040 e = 0 40 X GRAPHIC SCALE INCOMPLE E PLAINS
O
DENOTES EXCAVATION
RO = 168' RO = 132' J���F ' Q���i' O �� IN WETLAND DENOTES TEMPORARY /l//,�l ® ®� ��� ®� ACQUISITION
DS = 40m h DS 40m h �`�'� p��`ya��� �%�°� IMPACTS IN SURFACE WATER C/y
CL B RIP RAP� EST 2 TONS // / / T�' % �� S 0°O D 7 SY GEOTEXTiLE f0
,� ,' C�
�/4/ 1 �EEl
+ GREU DOCUMENT NOT CONSIDERED FINAL
/
- L- (Existing) / a/,' � TL-3 °O'`/ SPECI / TERA� ' DITCH S`
SEE All. 05A If UNLESS ALL SIGNATURES COMPLETED
/y ST r �
PI Sto 143+32.55 Pls Sto l5/+40.69
0 = 35° 37' 29.5" (RT) 6s = 4° /0' 35.5" i / / '' l/ / / / T OJ`3S�
D = 2` 28' 29.9" Ls = 337.50' C ��QQ // / / / / O o \ � I 24Q CPAV E AL AT L A E DITCH
L = 1,439.40' LT = 225.06 �°�� / / ,' O //a SEE DE AI P�05E/
T = 743.82' ST = 112.56' / / �cA / STA BEGIN 5 S0 -RpA- Rt / / CD
// �
/ . // / Cl 5/ US3/1 POT STA 122 96.53
LATE\E EL ' DITCH i/� 2G1 / / / D I' c // �� v Q v
POT STA 2l +15.85 / W
S.TAIL 05B /
_ P -SPECIAL LATE L V DITCH
DETAIL D / l l/ /-� -P N 135/ US311 POT STA 122+ :93
o`' �l R -POT STA 2/+45.08 NN oe 133 y °l�
4� / o w P � USA
m B P l
P�Q N l l l /l - - l t 1 + I / � / 20 0, �a/MH �� 62 p C Z?s HC
Z ��PJ o� / / o / / S S a. 32 5.23 / O � Q c s8
Pl Sto 17+19.25 / �� 11 ��/ /l�� y/ l
A = 33 54' 56.0" (LT) J�' // /��' 17 / / L - US 220 POT Sto. l3/ +7 :78 = ?
D = 22° 55' 05.9" � SEE
LATERAL BL E DITCH ® / - / /- / / � � / - + / Q
O / R A PC Sto. 16+43. Y NC l35/US 3/l T St ll9 6 . 5 8
L = 147.98ROCKINGHAM COUNTY SCHOOLS lr / _ _ // / //
T - 76.231/ / Y NC135/ US l POT ST l 6�`50/ / l END USE WALL RT
R = 250.00' = DB 764 PG 591 / -RP A- POT S A 17+59. , / / l // -L- STA. 133+12.60
CONVERT TO JB w/MH AND �.' /
e = 0.040 ADD PIPE STUB -OUT C
BG / END USE WALL LT
RO = 76 - - - - 6+68.5 / l
DS = 60mph 80.00 LT 80.00 LT A- Rt / I -L- SPA. 152 +33.59 4.5' 11 / l�=` / l l / F CAT-1 B� / H N - Q
/ / / / / l q8„ 8 8 L
ADJ .-- �S3f1-P6T A 116 .26 l l y/ �l // "�
/ // / / � PECIAL LATERAL 'V' DITCH i / Ili � �
EMOVE HW ,•% �, cry � JB w/MH � , \ �, �,m
0o� -RP A- POT STA l7+ l 11p �/ �/ TYPE III SEE DETAIL 05F a /� , �� Q 4T Q
48" 8 C •• + CR TYPE III /Q �p CAT-1 / Rcp C / C F N1y o
/ R RE VE -Y - PT Sta. 117 +41.13 / 11 l
- - -
ts
�/ r GREU TL-2 _ o -l
� - NC 35/US - _
EXISTING Riw
- 1 CONC AT / _ CONC WW 4
-T -j G Cg V
O
TYPE G -1j / N C ISL n _
3� & � - E
-SERVICE ° - I
3.5R
1
CONC IS
I l NC l35 2' BST �y MTL
0 N C F � 0�
o _ CONC ISL � � - T � � � WALL SIG
=1 SIG 0
• I
MA
�-Y- NC/35/ US3// POT STA /22+92.9I 0 ESTB 1RTONS\-
245G 5 S IGEOTXRP +32SEE DETAIL � /
;
/
EXISTING Riw INSTALL 244 LFjco
�l CIPP LINER �f I l 1 CL B RIP RAP (� v
• I \ I I EST 2 TONS RETAI IIJ� /J� / / I �/
Q'QSEE DETAIL '5G' � I I CDEP I 7 SY GEOTEXTILE � SYSTEI�I � / y �
i
STA_ 18+. Rp� BEGIN USE WALL LT l ��' l l/l -� / V
° \--�JOH � � Q cP I _ � �/ II .EGIN USE WALL RT CL IIP�
NSON & CASE INC �� / I L- STA 130+52.9174.5 T l II 11 / / l l/ / O 614 `oLY
DB 1517 PG 1984 m I I / II / -L - STA l3I +14.09 74.5' RT / /� / V . o " R P ;
/ / / X v DB 1341PG 2349 z 7 CL B RIP RAP"II I I -Y- NC135/ US3/l POT STA 11 4 .2 / y l
PB 77 PG 55 o O EST 2 TON I / /
_P 63 ,'PG _44-- 7 SY GEOTEXWfI E I I/ . i I� -RP B- POT STA l9 62.16 ti l -Y- NC135 US3/l POT STA 122+89.13
rn _ _ �,l / -RP C P T STA 19+27.07 k /PSIMAYODAN LLC ;
6 3.4 3 RT \ I H , I m -Y- NC135/ US31/ OT STA �6+31. II �� l _ / �� // / DB 1500 PG 18
Ui m Z 1 III I Q - - / - + / /JP / / DB 1493 PG 1240 / �L
o 11= I I RP B POT ST 19+32.02�1/ o/ �� DB 1495 PG 277 °
,�1� ICI / a
rn L col o
JI^ -RP C_ PC -Sta. l5 +5/.50 �P / I �� / /QO \,I
II /
0",NOTE:
8 C&C,} / II Y�o I ` of w i II`� 1 / a THE PROPOSED T PORARY IMPACT \J� / y�Z i l
I WILL BE FROM ND INSTALLATION / q, // \ B, / H
c� __ i W / RETAIN OF SILT FENCE. OPOSED ACTIVITIES
4_11i�' / / 111fff /
� SYSTEM WILL INVOLVE OOT TRAFFIC ONLY
o �° AND NO HINERY WILL ENTER THE / ,� �� �� t? ,
�18°C&G -III / GREU TL-3
�sJURISDICT AL LIMITS. ANY CHANGE / i �e�o� � - l
N z�HDPE I I l / /l �/ II / TO CHA NEL GEOMETRY AND/OR �,
E m} RETAIN SYSTE / / �II VEGET TION WILL BE RESTORED BY Pi N 8 0 \ i
/j/% HAN ONCE INSTALLATION OF SILT 829,
/�' ��� m I _ / / /� SRETAIN YSTEM FE EIS COMPLETE. RIPRAP WILL BE 26S 9� 6°
F
/ / / 1 ALLED ON THE SLOPE BY MACH ��,�
/ F OM THE WORK SIDE OF SILT F"
SEES U STA. / � F a / // / /II / D NO IMPACT TO STREAM / �} MCMICHAEL MILLS INC.
HEET 0,5 00°00 \\ / y� II l PROPOSED FROM THIS ACTIVI ./ / DB 1369 PG 128
/ \\ /
-� '��T // / / / /
RETAIN4.
/ oo
cb • / �/ SYSTEM 27
° �0 3' 00.5" (LT)
49 /5.3 \
L - 359.92 y�
F / T = 182.77' n `
S� R = 840.00
00 O )4 S e = 0.040
�� V OOO �� �� / / SEE OTE RO = 88'
QD O
J �o S� � � DS = 60mph
-%A
a �� / \ C / ROCK PLATING W/CL II RIP RAP SEE SHEET 09 FOR -Y- PROFILE
STA 15 + 50 - 16 + 50 RpC Rt.
SEE SHEET 11 FOR -RPA- PROFILE
SEE SHEET 11 FOR -RPB- PROFILE
N�
CD -0 0 0
z�
Qz�
oo �
SEE
SHEET
12
FOR
-RPC- PROFILE
SEE
SHEET
12
FOR
-RPD- PROFILE
SEE
SHEET
14
FOR
-L- PROFILE
SEE
SHEET
15
FOR
-WALL- PROFILE
XXO
/ o PAVEMENT TO BE REMOVED
O
to
Z
0
w
-% - PROJECT REFERENCE NO. SHEET NO.
CT ` I US 22-Z -& -NCL35 Z� US 311 \_ ( �� ffil
Prepared in the Office ofo
Pl\St0 112 +gl•ll Pl S o- 116 +23.66 J � PERMIT D RAW I N G 11p , OHNSON MIRMIRAN & THOMPSON INC. _ 1=5898_05US 220 l7 42' 02.1 (LT) �= 9°38 /7.5 (RT)/ ��` �FI o
� � \ � � „ � � � RAW SHEET NO.
\ 15,904 / \ \ 4° 05' 33.2" D = 4 05 33.2 �� SHEET 5 OF 10 1130 Situs Court, Suite 200, Raleigh NC, 27606
ROADWAY DESIGN HYDRAULICS
/_----- `�LIL 4\32.5%r� L = 235.5/', R_ �P� /i/ , s�s�`
- ✓ 1,550 /,875 1 / \ �� -\ 2/7�9J T = - ll •eJ ' oo�� ,' , ,� '9 �� DENOTES FILL IN 50' 0' 50' 100, 150' ENGINEER ENGINEER
_Y_ 75 \ Z /�\ , `f, 00.00 - = 1, 00.00 / �� WETLAND DENOTES IMPACTS IN
/ , SURFACE WATER
C� 13,750 � 17,150 ,-Y� 1 / = 4 -. �Q / / 1,� S x GRAPHIC SCALE
NC l35 J5,89 G US ll 1,"Z \_ 0 e 0 0 �� ,/// 6Q , \ ��T�® ��� ��,AI�T�
\ - - ^ \ ' RO = l32' ��0� //%� QG Lam' / / O DENOTES EXCAVATION nn� DO NOT USE FOR % W ACQUIISITIION
- [� / J 0 IN WETLAND DENOTES TEMPORARY
- J 3,954 8,lOCs ( \</� DS 40mph �` // p ��;�� // / ��OO IMPACTS IN SURFACE WATER
/ "
CL B U
_ \ _ -RAP�S
EST2 TONS
2/ 675 _7-,SY GEOTEXT(LE/ OO 0 �O
�
D \
6a5 / 2604 S
24 9f
2044 ADT \ US�29 - - , - - \ \ / \\ \ \ ///� ,' G� % ✓ / 9
\ �- I I 1 \ \\\ \ Q� _/ TC/ /� • /� I�l/ �l//ll / DOCUMENT NOT CONSIDERED FINAL
f ✓ / °� \\ ' '' RA DITCH / I S� /\ ti / I I Il 111/l /
_ - - L- (Existing) SEE IL 05A / - ' i ST 111 1 I II / /// . UNLESS ALL SIGNATURES COMPLETED
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Pls Sta_134+16.29 - -- - PI Sta 143+32.55 _ _ Pls Sta 151 +46. \\ \\\ a - _ /i�f/ %
• _ • _ ,. - - � • \\\ \\ ,,
-8s = 4 /0 35.5 = 3 37 29.5 (RT) �s = 4 /0 35 �5'`\ \ \� \� /ib��/// ' / /i / / // I / / I _� �% �` �� I I I ll� /► 111
' D = 2° 28' 29.9" Ls� = 337.50' \ \\ e Q / //�/' (, / �/ / - / , - / % /'� / / 0� - J \ I 2 ¢� `i 1 N / 111 lll� /
Ls 537.50 I \ , / / / / / I I / O /: ��k(�-���1 / l I �L RAL ASE D�CH
LT = 225.06' L = 1,439.40' LT = -225.06� \ \� \� /i/ ,' i // / / / I / b / I /� �// O / / / / /// .// //a I / CIE AI �05E
-- , �/ ,' / o / / BEGIN SB / l y I / / / I/ llllllll I / / % m
- f156 _ _ T = 743.82 _ ST = 112.56\\ \ \ \ , / / ��, / b STA 15 + 0 -IAA J
US3/1 POT STA 122+96.5,3 / I I II / I co // / ,1 //P / / 4
- IIII • a y � 1 z
/TST A 21+t5.85 LATE DITCH
05E
\�T% SPECIAL LATE + I I I I I01
I `°
,d5/ US31/ POT STA 122
_ J15"
T_ STA 2/+45.08e �363 °jp� Ca qNC
/.2360 �2S-RP A 4 S;132+5
-- + _-;'
Pt §te-17 /9.25 --680
0 33 5 56.0 L - / / / I/ US 20 P T Sta. l3/+7 .78
• ,� - - L��TERAL� �1TH ® _/
D -22 55 059 _ / �- --SEE- i / / -R / A- PC Sta.l /61-43. / � NC / 5/US 311 T St
L = 147.98 - - - ' \ / / /III /o
T = 76,23 - - / / J / 50 / ' / 6�D MISS L -ao�Ic�a�AM cobn�tY se�roet�l / / / -Y- NC13,5/ S P' /
R DB 7 �c 5�1- / / / / _ / - / / -b- A. l33 /� 0 74.5 : RT
/ RP A POT A
--CONVERT s°us BOu 6N�- _ // / ,.'j \ / / Q / / / oa9 //� // // / c
BG / END USE—- ALL LT_ // / // l / y I�/ �/% / I - - - \_ / l I I llI / 11 II , �� \
- 55 -6�h - - �- ��q A- Rt/ �/ / / / / I -L- SPA. 132 +3 .59 ll / _` / // / l � CAT-1/
- < / / J . � /f / ' 'Il /
AD3 311-P6_T ,� ll .2� I yl �� // l �,
_ _ ? TYP III /. PECIAL LATERAL V PITCH I < w/MH
\ \ -- / 9 / / rr '• / % q/�� / !V°// 1 I RP A POT STA-47 l /�Q r �� ti/ / CAT �/ jSEC\DETAIL 05F \ \
RE�1 J - + \ \
/ / l K Y P7 Sta. 1/7 l3
-Y PRC Sta. 5 +05.6 / „ ge�cs Fi / A 1 �� / �) R
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/ EkSTING R/W G-` J
_ SE"LE' / \/ -v / / _ E / // // / / ISL
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N/3
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-68
/ ///l I/ll _Y_ 635/ Al" l POT �S l 2+9 /i/i _ 1�B RIP 1- /
D 24 - - E-$E ILck v / / �6' / all / (� ///// 1IIII J / / �i EST _1-YONS�
2 c� / / / 5', GEOTEXT
_ H _ _ o e III �l b �l ll II l 111 -RP / f +56.32 / / �\ \\ y, - �/ // I �L L '
xl IRIS Rf4µ ��sT�,rr�4 / �' l
1�/ / \ IG/ - I�
RIP RAI� I / �%/
-� _-�6g0' - �-- •- I \ CB / EST 2
- 3E�DfTAIL 'SG' I\ DEP // �// / \ / - Z SY GEOTEXtILE // // �/ l l \ / /I I � l// l I '1 1 / / 1 / / /�
�T 18� ova R 1�+ / ) / / / l L / l l �/ l / �- � / I I / // / /
\ G - p \ l ( - BEGI N U E W A�LLI T �// /////I �`� la l l/// , // 4o / / / //
�/
o
AEGI M E/GV R / / I I I /b B\-�////ll _ - /a/ i/ E � 0 DB 1517 PG 1984 m x I / / / / /// / �/ ll l / - A � 1 *14 74 T/ P
DB 1341 PG QI i \ / / / 1y. I // / / / I / // Ill l l/ /� / 3 .09/ l I / / // �% ///`' l //
2349 c� CL B RIP RAQ / / �b /� �� l l llllilll� / / // / / / l l / // / %/ // // / / / V 11
PB 71 G o U jsT 2 TON II i t I / / l l -Y - NC135/ 3/l / l 4 .2 // �j y - 1
P 63 ; PG-44----� \ 7 Y GEOTEVrI E /I \ \ i IW / // / R �- POT A� i6/ / / ;/ l ll/ 1�35 �15 1 OTi ST .lam I l
/ // I Q
/
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l \ l \ \ 1 \ l l l 11 �T-A�l .Oi I / / / /
n� - - / \ I ► / / // � V �/ l l /Ill 1 z - / J l // / / / / / Fisl MAYODAN LLCM /
-\ / 1 / // �, //'// l //III / _ / I �.") �/ �/ / / DB 150(iPc
\ 1 �,� / II I I m / / Nil. / S lT // ,� J6 +3/. I \ ///' III ,� / / I / / /�/ 1/ / � � / 14 P 4
\ m o U III,,, lII II l/ll// / -R P / =c '`�� ��l / �IIIII 11 i -i / I /� /// J / / /, / / / �, IDB �3 G 0
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\ // / / / 141 MILL INVOLVE ^OT TRAF C hNLY
1 c' C`"` I II / �' IIII / / / /// / N6 NO HfN RE Y W1LL-ENTEk` T-RE� I J . / / / / / /S;/ �I ,
, ���-----s°I1'��lll/ l / 6 - 5
�l 8 C&G / / ✓ �/ II /JR4�SD+C AL 4Av11TS�AN CHANGE
N_� T IS„HDP I III /l l / /� / // 111 �l 777 / / / l TLC �O CHA Imo% GEODE ND/OR / / / /j ° / j / o
EJ IIII 1 IIII I / /. l 6//r`� // / /. ,
RETAIN syrSTE l / I s l/ II / / l l/ VEGET • ION -WILL BE RESTORED BY
c� /Y III III /II \ / \ // / / // ��' / / / /// - HAN ONCE t-4STA4AT SILT
�Cym/ / it III II c�a I / /// / / / / / / / Il l TAIN FE € I�Ct3MPLE. RIPRAP I L BE
L/N / \ / // / / - /// � M I ALLIED ON THE SLOPE I 'MACH //�` /o \\ �` r
eMJrWE WORK SIDE OF SILT JF � �} • / / ` � -� �
EE S ° / F \ / / �% / / / / �// / / / / // // I DPI 10 r�nP �O STREAMS / / ° %/ / / / J�rCM'IA�L s INC.
HE 0 / �� II l ROP SEp FROM HIS ACTIVI / / f / / I �-P � \ iQ
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� � T \. �//llll l l /\\ , / l� l I / A 11 � � � / - � // /,(�' '/ � ei / / •i/� f � °
/�5" (LT)
3049 /5It
.3
T=182.77 n
T O 2�� S� \ /'ii ://�/ e = 0.040/1
� TS 8 OOO ��` ,p / // /%///�i0/E/ ,ATE RO = 8'l /
COqA
r' DS = 60m h
�\ / // �,/ / ROCK-FLATING W/CL II RIP RAP
S /��/ ST 15+50 - 16+50 R C Rt. SEE SHEET 09 FOR -Y- PROFILE
�� / SEE SHEET 11 FOR -RPA- PROFILE
INSE/ //r�; �� J /� SEE SHEET 11 FOR -RPB- PROFILE
/ °% / /� j? / / SEE SHEET 12 FOR -RPC- PROFILE
X SEE SHEET 12 FOR -RPD- PROFILE
/" OO q j/SEE SHEET 14 FOR -L- PROFILE
°DO /l PAVEMENT TO BE REMOVE SEE SHEET 15 FOR -WALL- PROFILE
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2024 ADT
2044 ADT
Pls
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Os
4° 10' 35.5"
Ls
--
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LT
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ST
= 112.56'
INSET
REFERENCE ' ' SHEET NO.
—,10
HEET NO.
30 8ia�iS�,��7605
— - ---
0 ROAD � Dal HENGINEERS
DO NOT USE FOR
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L (Ex(stin ) I 1 \ \ J \\\�\\\ \~ \ — / . // / // r r 8i / /
Pl S �� \ \\\\\\\ \\ / l43+3�.55 tb 9 —\\%o � 35 37 29.5 RT�\ IIl 5
� D = \ 28 2 9 �� l cL� 3 7 50
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MEN
1., pli]
MENEM 0 111111
ONFAIRIUMME
NONE
NOR YLVAR
WETLAND AND SURFACE 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)
S1
-Y- 111+31 To 111+63 LT
Roadway Fill
< 0.01
30
S2
-Y- 111+31 To 111+63 LT
54in RCP w/ HW
< 0.01
16
W 1
-RP D- 17+21 to 18+15 LT
Roadside Ditch
< 0.01
W2
-RP D- 17+21 to 18+15 LT
Roadside Ditch
< 0.01
S3
-RP D- 19+18 to 21+03 LT
30in RCP
0.02
211
S4
-RP C- 10+00 to 18+69 RT
Rip Rap Outlet Stabilization
< 0.01
< 0.01
7
5
S5
-RP C- 14+90 to 15+56 RT
Roadway Fill
< 0.01
66
TOTALS*:
< 0.01
< 0.01
0.02
< 0.01
234
101
0
*Rounded totals are sum of actual impacts
NOTES:
S5: THE PROPOSED TEMPORARY IMPACT WILL BE FROM HAND INSTALLATION OF SILT FENCE. PROPOSED ACTIVITIES
WILL INVOLVE FOOT TRAFFIC ONLY AND NO MACHINERY WILL ENTER THE JURISDICTIONAL LIMITS. ANY CHANGE
TO CHANNEL GEOMETRY AND/OR VEGETATION WILL BE RESTORED BY HAND ONCE INSTALLATION OF SILT
FENCE IS COMPLETE. RIPRAP WILL BE INSTALLED ON THE SLOPE BY MACHINE FROM THE WORK SIDE OF SILT FENCE
AND NO IMPACT TO STREAM IS PROPOSED FROM THIS ACTIVITY.
2018 Feb