20191085 Ver 1_17BP.4.R.110_permit drawings (2)_20190814

f lif7V1'F?V North Carolina Department of Transportation
..... Highway Stormwater Program •� -
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.R.4.110 TIP No.: SF-950121 County(ies): Wayne Page 1 of 1
General Project Information
WBS Element:
1713P.R.4.110 ITIP Number: SF-950121 Project Type: Bridge Replacement Date: 4/24/2019
NCDOT Contact:
James J. Rerko
Contractor / Designer:
Wetherill Engineering, Inc. / Harminder Singh, PE
Address:
Highway Divison 6
500 Transportation Dr. (PO Box 1150, 28302)
Fayetteville, NC 28301
Address:
1223 Jones Franklin Rd.
Raleigh, NC 27606
Phone:
[phone]
Phone:
919-851-8077
Email:
JJRERKO(d)ncdot.gov
Email:
hsingh(aDwetherilleng.com
City/Town:
N/A
CounMies):
Wayne
River Basin(s):
Neuse
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.27 Surrounding Land Use: Rural, Wooded, Agricultural, Light Residential
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
1.1 ac.
0.9 ac.
Typical Cross Section Description:
(2) 12'-18' lanes with grassed shoulders and up to 8.0' shoulders with guardrail.
(2) 11' lanes with grassed shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 5200 Year: 2040
Existing: 3300 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Replace bridge no. 121 over West Bear Creek on Mark Edwards Rd. Use 1@25' 21" Cored Slab, 1@70' 24" Cored Slab, 1 @25' 21" Cored Slab with 4' Caps. No deck drains
are required. At line back of begin bridge, an outlet with class B rip -rap will discharge on the downstream side.
Waterbody Information
Surface Water Body (1): West Bear Creek
NCDWR Stream Index No.:
27-72-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters (Sw)
(NSW)
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Neuse
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?
INo
I (If yes, provide justification in the General Project Narrative)
I
(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)

nll
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See Sheet t-A For Index of Sheets
See Sheet 1-B For Coventlonal Symbol Sheet
See Sheet 9-C For SAurvey Comtrol Sheet
Swamp
n�P
kkw�
VICINITY MAP
OFFSITEDETOUR♦
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
TO
DESIGN
DATA
ADT 2019 =
3,300
ADT 2040 =
5,200
K =
12 %
D =
70 %
T =
7 %
V =
60 MPH
TTST = 3%O
DUAL = 4%O
=UNC. CLASS =
MINOR
ARTERIAL
STAID OF NORTH CAROL INA
DIVISION OF HIGHWAYS
WAYNE COUNTY
LOCATION: REPLACEMENT OF BRIDGE NO. 950121
OVER BEAR CREEK ON SR 2234 /SR
1714 (MARK EDWARDS RD.IPARKSTOWN
RD.).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURE.
BUFFER IMPACTS PERMIT
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17BP.R.4.110 = 0.252 MILES
LENGTH STRUCTURE TIP PROJECT 17BP.R.4.110 = 0.022 MILES
TOTAL LENGTH TIP PROJECT 17BP.R.4.110 = 0.274 MILES
ENGENEERING
1223 Jones Franklin Rd. Raleigh, N.C. 27606
License No. F-0377
'HT OF WAY DATE:
MARCH 1, 2019
LETTING DATE:
OCTOBER 1, 2019
NCDOT CONTACT.
STAIR $I'ATR PRO]P.CC RRPeRRNCe NO. 9 NO.T 81�Ri9
N.C. 17BP.R.4.110
8TAT8 PROI. NO. A.APAOS.NQ DH80R@TION
BUFFER DRAWING
SHEET 1 OF 3
� 8y
A,9s,
S
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
DIVISION 4
S09 Ward Boulevard
Wilson NC, 27895
GREG PURVIS, PE
PROJECT ENGINEER
ROADWAY DESIGN
ROBERT O'DELL JR. ENGINEER
PROJECT DESIGN ENGINEER
RACHEL EVANS, PE
DIVISION PROJECT MANAGER
INCOMPLETE PLANS
DO NOT USE POR R/W ACOUISMON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

ETHERILL Raleigh,N-C:2ifi06 /7BPR.4J/0 4
100' 0' 100' ENGINEERING License No. F-0377
BUFFER D RAW I N G BUS: 919 8518077 ROADWAY DESIGN HYDRAULICS
m SHEET 2 OF 3 Fax: [phone] ENGINEER ENGINEER
GRAPHIC SCALE TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN
CMUSITE DESIGN - GISIGN - CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
ALLOWABLE IMPACTS ZONE 1 UNLESS ALL SIGNATURES COMPLETED
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1 DoCONE Il�L.�NS
DO NOT UIB36 FOR /W ACQUISITION
(ROAD)
ALLOWABLE IMPACTS ZONE 2 c$ �t
(ROAD) ROLAND U. GRAY
CLAUDIE CRAP
SPECIAL LATERAL 'V' DITCHF,p
SEE C DETAIL el / QP p5 /
RIP RAP AT EMBANKMENT
SEE DETAIL D
DOUGLAS GRAY
3
CULTIVATED FIELD I CLAUDIE GRAY
six BANK STABILIZATION
) SEE DETAIL E
\ 4� RIP PAT
EM NKMENT
CIAATERAL'V' DITCH \— \ \ OOS EE D TAIL D /
SSPEEE DETAL LIL A E / �'
GRADE TO DRAIN
E
Y TIE INTO EXISTING° DITCH PUE C C
PUE PUE F - F / / SPECIAL LATERAL 'V' DITCH
PUE STANDARD 'V' DITCH / /
F CULT A D IELD SEE DETAI GB L=55' < < \ SEE DETAIL C
F F F p mbe To oulry F ;P SPECIAL LATERAL 'V' DITCH\ PUE
SEE DETAIL A
/W
�— E NEW HOPE RD E%I5T1rvG Rt
UCT
Z
__ /
O �.
_
MPRK --- ---- ROAD (SR [702) 2-1 PAVED ROAD
r
ROLAND M. GRAY
now
=� / \
' ' \ O SPECIAL LATERAL 'V' DITCH
SEE DETAIL A
FILL APPROX. 10' OF CCrT
EXISTI<
NG FARM DITCH or \ —
R C C C
< FILL APPROX. 10' OF
SPECIAL LATERAL 'V' DITCH RIP RAP EMBANKME T /S4�\ I \ \\\ C
SEE DETAIL A SEE DETAIL IL D G, MET A�= ^—= /I EXISTING FARM DITCH
CULTIVATED FIELD SPECIAL IATE DIT C \
SPECIAL LATERAL 'V' DITCH f
SEE DETAIL A
SEE DETAIL AIL F
OOs C
ROLAND GRAY w w \ F
A o
T
O ROLAND M. GRAY
4
\ \ °
SPECIAL LATERAL 'V' DITCH MT
SEE DETAIL A 4Np/ °O\FO/
END BRIDGE
-LREV- STA. 20+80.00
APPROACH
19+60.00
—1— 1
DETAIL A DWIGHT GRAY I o g
SPECIAL LATERAL 'V' DITCH
(Not ro Scale) as
Aµ O
Nat —I 3'.. Fill
Ground :1 D Slopc DETAIL F g /
DETAIL B SPECIAL LATERAL 'V' DITCH
STANDARD 'V'DITCH (Nptto scale) a
Min.D= 0.5 Ft. µM
IN—. Smla) Nct°roI J_ ,3�1 Fill
—LREV— STA. 14+75.06 TO STA. 15+00 L
( T) Groond .?. Slope
-LREV- STA. 15+50 TO STA. 20+00 (RT 7 D I
-LREV- STA. 20+00 TO STA. 23+00 �RT) Gr-3 Not°'ol d
-LREV- STA. 24+00 TO STA. 24+25 RT) Groond 3,A D 3.� Ground Ge°texM1le
—LREV— STA. 24+75 TO STA. 26+50 RT) Type of Liner= 85 TONS, CL IRip-Rpp
—LREV— STA. 25+25 TO STA. 29+23.94 L Geoteiile = 105 sy Min. d= 0.7 Ft. /
(n Min. D= 0.5 Ft.
-LREV- STA. 20+50 TO STA. 23+25 (LT) -LREV- STA. 23+00 TO STA. 24+25 (RT)
-LREV- STA. 19+25 TO STA. 19+75 (LT)
DETAIL D
RIP RAP EMBANKMENT
IN°T
DETAIL C
To'min.
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Ditch 1.0'min. 2'
Grade
Nptoml � N'�
GEOTE%TILE
Ground :7
D Fill
Type of Liner— 247 TONS.CL II RFp2;Ops
Geoteaile=
Slope
Min. D= 1.0 Ft.
—LREV— STA. 19+88 TO STA 20+15 (RT)
—LREV—STA 19+60 TO STA. 19+75 (LT)
STA 11+00 TO STA 12+50 (LT)
Rµ INC DEPT OF 'N°p
TRANSPORTATION
PAVEMENT REMOVAL
Hw
SEE SHEETS S-1 THRU S-?
FOR STRUCTURE PLANS
-LREV- STA. 20+43 TO STA. 20+67 (LT) SEE SHEET 5
-LREV- STA. 20+56 TO STA. 20+91 (RT) -Y1- STA. 10+50 TO STA. 12+50 (RT) -LREV- STA. 20+27 TO STA. 20+45 FOR PROFILES

BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft)
TOTAL
(ftZ)
ZONE 1
(ft)
ZONE 2
(ft)
1
120' Bride
-L- 19+60 to 20+80
X
4365
4365
-L- 18+90 to 21+50
X
2345
3701
6046
ITOTAL:l
6710
1 3701
1 10411
1 0
1 0
1 0
Rev. May 2006

C1111
D
all
U -C
o rn
c
See Sheet t-A For Index of Sheets
See Sheet 1-B For Coventlonal Symbol Sheet
See Sheet 9-C For SAurvey Comtrol Sheet
Swamp
0
;i
VICINITY MAP
OFFSITEDETOUR♦
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
X
STATIC OF NORTH CAROL INA
DIVISION SAWN OF HIGHWAYS
WAYNE COUNTY
LOCATION: REPLACEMENT OF BRIDGE NO. 950121
OVER BEAR CREEK ON SR 2234 /SR
z 1714 (MARK EDWARDS RD.IPARKSTOWN
RD.).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURE
u-
.
0
WETLAND AND SURFACE WATER IMPACTS PERMIT
II
`- I I
TO S NEW HOPE
DESIGN
DATA
ADT 2019 =
3,300
ADT 2040 =
5,200
K =
12 %
D =
70 %
T =
7 %
V =
60 MPH
TTST = 3%O
DUAL = 4%O
=UNC. CLASS =
MINOR
ARTERIAL
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17BP.R.4.110 = 0.252 MILES
LENGTH STRUCTURE TIP PROJECT 17BP.R.4.110 = 0.022 MILES
TOTAL LENGTH TIP PROJECT 17BP.R.4.110 = 0.274 MILES
ENGENEERING
1223 Jones Franklin Rd. Raleigh, N.C. 27606
License No. F-0377
'HT OF WAY DATE:
MARCH 1, 2019
LETTING DATE:
OCTOBER 1, 2019
NCDOT CONTACT.
STATR $I'ATR PRO]F.CC RRFeRHNCe NO. 9 NO.T 81�Ei9
N.C. 17BP.R.4.110
8TAT8 PROI. NO. A.APAOS.NQ DH80R@TION
PERMIT DRAWING
SHEET 7 OF 4
� 8y
A,9s,
S
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
DIVISION 4
S09 Ward Boulevard
Wilson NC, 27895
GREG PURVIS, PE
PROJECT ENGINEER
ROADWAY DESIGN
ROBERT O'DELL JR. ENGINEER
PROJECT DESIGN ENGINEER
RACHEL EVANS, PE
DIVISION PROJECT MANAGER
INCOMPLETE PLANS
DO NOT USE POR R/W ACOUISMON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

PERMIT DRAWING
SHEET2 OF 4 GRAPHIC SCALE �11
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER \ \1\
\ ^ CLAUDIE GRAAAA�3 \ \
Y
CULTIVATED
\�\\
\\\\
-3KE UFIAILA �t
GRADE TO DRAIN -
TIE /_—
Y INTO EXISTI ��P U E
LIE UE �4fANDARD
F F F CULT A D IELD F/ _SEE DEFAI GBEL= pSN F
Qf1 IV
n E
Z - —_
O —
MARK EOWPR6SR0 :J 2" PAVED ROAD _
1—Raleigh, N27606
ETHERILL License N.C.o. F-0377
j" ENGINEERING License
o. F 0377
919 8518107
TRANSPORTATION PLANNINWDESIGN- BRIDGE/SnRUCNRE DESIGN
'SITEDESIGN-GIS/GN- CONSTRUCTION OBSERVATION
�jj DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\ROLA�4�RAY /
v l �i
SPECIAL TER/{L N' DI \ / /
$E DE AIL C/ J J / +t e-T
RIP RAP AT EMBANKMENT JI
SEE DETAIL D 1 / �
J GRAY / /zo
EaNK STABILIZA ON
SEE DETAIL E
ENGINEER I ENGINEER
IINCOMPLEIr E PLANS
DO NOT USE FOR / W ACOUODDON
\l
°tx RIP PAT
EM NKMENT
EE D TAIL D
W Ce C C \ I
SPECIAL
EE IAL LATC, bt'Vj TCFyI \\
UE / \ /
SEC LATERAL 'V' DIT \
SEE.
DE AIL A
/ L
i
�y �x .ee @• 1��1 � f � .
yL.., M'l�I,i] h »
II ele�.u•+wu - �
\� M i
ems.
ROLAND
SPECIAL
SEE DETAIL A
IIFILL PG F 10'01 `_✓ <T/VA
EXIST NG FARM DITCH
TERAL 'V' DITCH o� T FILL �r \ \ C
RI PAT EMBANKME T EXI G RM DITCH y\ \
J \ ET ILA SEE AIL D EI AL TER ) \
LEI ATED FIELD°
SPECI TE DITCH �PjCL L IP
MPACT$VTE
SEE f \
D AIL A E
\\ I$E DE F
CE nkTER
\� ROUND GRAY
\� ROLAND L
�1�, L RM,L 'V' DNCH \ MTFT\\\0/\
/\ �\ DETAIL A Dw1GNT GRAY�
SPECIAL LATERAL 'V' DITCH
1 �Not fo Sal.) Fill
�\. /
Ground �.7 D slap° DETAIL F r
\ DETAIL B SPECIAL LATERAL 'V' DITCH \i \
STANDARD 'V'DITCH (Norm Scale) �� \ Natural RwN
\
(No++o Scala) J_ 3'� Fdl \ \ N \ l
-LREV- STA. 14+75.06 TO STA. 15+00 (LT) N—m3. slope --
-LREV- STA. 15+50 TO STA. 20+00 (RT) T D
-LREV- STA. 20+80 TO STA. 23+00 /R T) RT� "°I°r°I "°'°'al d \\
-LREV- STA. 24+00 TO STA. 24+25
-LREV- STA. 24+75 TO STA. 26+50 RT) Type of Liner= 85 TONS, CL IRip-Rap
REV- STA. 2 -L5+25 TO STA. 29+23.94 (LT) Min. D= 0.5 Ft. Geomxtile 105 sy Min. d= 0.7 Ft
y,�.. K Sill-LREV- STA. 20+50 TO STA. 23+25 (LT)
Bvn evvanerla sl eR I END BRIDGE \^ \ � � -LREV- STA. 19+25 TO STA. 19+75 (LT) 23+00 TO STA. 24+25 (RT)
• 680P'
19+60.00
OWING
ETAIL Q
RIP RAPDAT EMBANNKMENT DETAIL E _pE
\ IN°++°Swlel DETAIL'V BANK STABILIZATION TRANS 1
\ � (Not+o Scale) ��\��\
ID'roi°. SPECIAL LATERAL 'V' DITCH
Ditch (Not to Scale) CL II
Grade 1.0'mm 2' Rip -Rap
\
NATURAL PAVEMENT REMOVAL JI Nateml A'� GROUND q 4
GEOTEUILE Ground 37 GEOTEXTILE
1 x D Fill
<11 (V Type of Liner= 247 TONS,CL II Ri,J%, Slope Ton CL II Rip -Rap = 142 Tons SEE SHEETS S-7 THRU S ?
Geo+eaile= DO : Geotextile 150 Sy
FOR STRUCTURE PLANS
C -LREV- STA. 19+88 TO STA 20+15 (RT) Min. D= 1.0 F. Type of Liner= CL II Rip -Rap
-LREV- STA. 19+60 TO STA.19+75 LT) _Vl_ STA. 11+00 TO STA. 12+50 (LT) -LREV- STA. 19+93 TO STA. 20+10
l -LREV- STA. 20+43 TO STA. 20+67 (LT) SEE SHEET 5
\� / \ -LREV- STA. 20+56 TO STA. 20+91 (RT) -Yl- STA. 10+50 TO STA. 12+50 (RT) -LREV- STA. 20+27 TO STA. 20+45 FOR PROFILES

PERMIT DRAWING 100,
SHEET3 OF 4 GRAPHIC SCALE
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
W11A, IMPACTS IN SURFACE WATER
ETHER ILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PIANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CMIlSITE DESIGN - GISIGN - CONSTRUCTION OBSERVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER I ENGINEER
INCOMPLEr E PLANS
1)0 NOT USE FOR / W ACQUISITION
�Qt
ROLAND M. GRAY
CLAUDIE GRAY
SPECIAL LATERAL 'V' DITCHF,p
SEE DETAIL C
RIP RAP AT EMBANKMENT
SEE DETAIL D
DOUGLAS GRAY
3
CULTIVATED FIELD I CLAUDIE CRAY /
�� BANK STABILIZATION
( SEE DETAIL E
\ 4� RIP PAT
�' q, NKMENT
SPECIAL LAAL'V' DITCH `— TAIL D
SEE DETAIL A EM
TERE E \
GRADE TO DRAIN E p
Y TIE INTO EXISTIN(ci DITCH PUE E C
PUE PUE PUE STANDARD 'V' DITCH ' F / SPECIAL LATERAL 'V' DITCH
F CULT A D IELD SEE DIET GB L=55' < < \ SEE DETAIL C
F F F p xn6e To oulH F ;r SPECIAL LATERAL 'V' DITCH\ PVF
F a SEE DETAIL A
�— E NEW HOPE RD �y E%IGTING R/W
Z - E01 UCT
O --T- -
- -
- ---- ----- ----
MPRK EOWpROS ROPD !SR 1702) 221PAVED ROAD o /
—_--=—T------- ---- r—----N---------- —_
—— — — — — r /T
N_ �\ \ \ \�G� /'�`r f' ROLAND M. GRAY
_ = CMP E%ISTING R/N \ / o\
now CT—\
SPECIAL LATERAL 'V' DITCH
SEE DETAIL A
C
FILL APPROX. 10' U/
OF7iyq D F
EXISTING FARM DITCH or
\ I� P C C C
SPECIAL LATERAL 'V' DITCH RIP RAP AT EMBANKME T q IMPACTS I FILL APPROX. 10' OF
SEE DETAIL A SEE DETAIL D ME1 AL= J' EXISTING FARM DITCH
p° SURFACE ATER
CULTIVATED FIELD SPECIAL LATE DIT C \ \
SPECIAL LATERAL 'V' DITCH f
SEE DETAIL A W/CL RIPRAP \ \
TEMP IMPACTS IN SEE DETAIL F
SOS, • SURFACE WATER C \
ROLAND GRAY w w \ F
A o
T
O ROLAND U. GRAY
F \ ISH � wMN
V.
4
\ \ °
SPECIAL LATERAL 'V' DITCH
SEE DETAIL A 4Np/ °O\FO/
END BRIDGE
-LREV- STA. 20+80.00
APPROACH
19+60.00
—Imi, I
DETAIL A DWIGHT GRAY
SPECIAL LATERAL 'V' DITCH
(Not ro Scale) as
Aµ O
Nat —I Fill
Ground :1 D Slop° DETAIL F g /
DETAIL B SPECIAL LATERAL 'V' DITCH
STANDARD 'V'DITCH (Notto Scale) a
Min.D= 0.5 Ft. µM
(Not to Smla) J_ ,3�1 Fill
—LREV— STA. 14+75.06 TO STA. 15+00 L Not°rol
( T) Groond .?. Slope
-LREV- STA. 15+50 TO STA. 20+00 (RT) 7 D I
-LREV- STA. 20+80 TO STA. 23+00 �RT� Nm�rpl "°'°'oI d
-LREV- STA. 24+00 TO STA. 24+25 RT) Groond 3,A D 3.� Ground Ge°te-
-LREV— STA. 24+75 TO STA.26+50 RT) Type of Liner= 85 TONS, CL IRip-Rap
—LREV— STA. 25+25 TO STA. 29+23.94 L Georex,de 105 sy Min. d= 0.7 Ft. /
(T) Min.D- 0.5 Ft.
-LREV- STA. 20+50 TO STA. 23+25 (LT) -LREV- STA. 23+00 TO STA. 24+25 (RT)
-LREV- STA. 19+25 TO STA. 19+75 (LT)
DETAIL D
RIP RAP EMBANKMENT
IN°T
DETAIL C
ID'min.
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Ditch 1.0'min. 2'
Grade
Npteml � N'�
GEOTENTILE
Ground :7
D Fill
Type oI Liner— 247 TONS.CL II RFp;ops
Geoteaile= 20
Slope
Min. D= 1.0 Ft.
—LREV— STA. 19+88 TO STA 20+15 (RT)
—LREV—STA 19+60 TO STA. 19+75 (LT)
STA 11+00 TO STA 12+50 (LT)
Rµ IINC DEPT OF 'N°p
TRANSPORTATION
PAVEMENT REMOVAL
Hw
SEE SHEETS S-1 THRU S—?
FOR STRUCTURE PLANS
-LREV- STA. 20+43 TO STA. 20+67 (LT) SEE SHEET 5
-LREV- STA. 20+56 TO STA. 20+91 (RT) -Y1- STA. 10+50 TO STA. 12+50 (RT) -LREV- STA. 20+27 TO STA. 20+45 FOR PROFILES

WETLAND PERMIT IMPACT 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)
-LRev- 19+60 to 20+80
120' Bridge
0.02 < 0.01
155
20
TOTALS*:
0.02
< 0.01
155
20
0
*Rounded totals are sum of actual impacts
NOTES: