20180927 Ver 1_HYD_Permit_Package_20180705 (3)

I Ii�Il���dV Norch Carolina Department of Transportation
StOYt7]YVc�fPY- � �
,..,..,..,� Highway Stormwater Program �;-
STORMWATER MANAGEMENT PLAN --
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.4.R.88 TIP No.: SF-970037 County(ies): Wilson Page 1 of 2
General Project Information
WBS Element: 17BP.4.R.88 TIP Number: SF-970037 Project T pe: Brid e Replacement Date: 6/27/2018
NCDOT Contact: Chad Co ins Contractor / Desi ner: HNTB North Carolina, P.C. / James A. B rd, PE
Address: 509 Ward Blvd. Address: 323 E. Six Forks Road
PO Box 3165 Suite 200
Wilson, NC 27895 Ralei h, NC 27609
Phone: [phone] Phone: [phone]
Email: tcco ins ncdot. ov Email: 'ab rd hntb.com
Cit ITown: Kenl Count ies : Wilson
River Basin s: Neuse CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.09 Surroundin Land Use: Rural, Residential, and Agriculture
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.5 ac. 0.2 ac.
Typical Cross Section Description: 2- 10' asphalt paved lanes with 2' to 6' paved shoulders and 3' to 4' grass shoulders. 2-10' paved lanes with grass shoulders. Roadside ditches exist in all four quadrants,
Ditches in all four quadrants are to be modified to have 3:1 front slopes. but all four ditches dissipate before discharging into Little Buffalo Creek Tributary.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1180 Year: 2036 Existin : 590 Year: 2016
General Project Narrative: State project 178P.4.R.88 involves the replacement of Wilson County Bridge #0037 on SR 1195 (Revell Road) over a Little Buffalo Creek Tributary. The existing bridge consists
(Description of Minimization of Water of 2@ 17'- 6", reinforced concrete (RC) deck on I-Beams, RC caps, timber piles. It is to be replaced with a 1@ 55' - 0", 21" cored slab bridge at the same location.
Quality Impacts)
The proposed bridge does not contain deck drains. All storm water from the bridge and approaches will be collected by concrete flumes and discharged at the toe of slope into
Class 'I' rip-rap in the southeast and southwest quadrants, at -L- 14+39 RT and -L- 14+39 LT respectively. There are roadside ditches in all four quadrants of the project. Aside
from ditch front slopes being modified to 3:1 front slopes, the existing ditches are not affected by the proposed construction.
Waterbody Information
Surface Water Body (1): Little Buffalo Creek Tributary NCDWR Stream Index No.: 27-57-17
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
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)

1-li�ll�vdy North Carolina Department of Transportation /
�tormwate�r �� /�
,,,...,,, � Highway Stormwater Program � ;✓� �-'�
STORMWATER MANAGEMENT PLAN —
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: SF-970037 Count ies : Wilson Pa e 2 of 2
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules?
4 -L- 14+39 LT (1)Little Riprap Energy Class I 0.1 Flume 48 0.2 0.5 N/A
35.61939, -78.12810 Buffalo Creek Dissipator Basin
4 -L- 14+39 RT (1)Little Riprap Energy Class I 0.1 Flume 48 0.2 0.4 N/A
35.61941, -78.12798 Buffalo Creek Dissipator Basin
Additional Comments
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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iT���'�������,� �1T�' lI���II����`1y�
WILS01� CO U1�TY
LOCATI011t: REPLACE BRIDGE N0.37.OVER LITTLE BUFFALO CREEK
TRIBUTARY ON SR 1195 (REVELL ROAD)
TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
NOTES:
1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
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NAD 83/
NA 2011
DOCUMENT NOT CONSIOEREO FINAL
UNLE55 ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed In tl� Offlce of: HYDRAULICS ENGINEER
�INTB HNTB NORTH CAROLINA, P C.
ADT 2016 = 590 RaleighS1NorthkCaRoltlnaS2760gz00
NC L3CensB No: 0-1554 (��\
50 25 0 50 100 ; u��
ADT 2036 = 1180 ;� �� �� �' �`���
K = � 0 p�0 2018 ST.9NDARD SPECIFIGATIONS !��`?� ��Q'
PLANS LENGTH OF ROADWAY PROJECT 176P.4.R.88 — 0.082 MILES =� G
D= 60 % DOUGLAS M. WHEATLEY, PE es. � �
SfGhfITURE: n
PROJEf.T ENGINEER L-
50 25 0 50 100 T= 4 %* LENGTH OF STRUCTURE PROJECT 17BP.4.R.88 = 0.009 MILES RIGHT OF WAY DATE: � g
ROADWAY DESIGN �� ' ��� "
V= 60 MPH �Y »' ���$ ROY H. TELLIER, PE ENGINEER ��� �!?!
PROFILE HORIZONTAL �
� ) * TTST =1% DUAL 3% TOTAL LENGTH OF PROJECT 17BP.4.R.88 = 0.091 MILES rno�Ecr nEsicx excrxEee ��a� ������3�;�
10 5 0 10 20 FUNC CLASS = LETTING DATE:
LOCAL NOVEMBER 20, 2018 MATT CLARKE, PE
PROFILE (VERTICAL) SUB—REGIONAL TIER xcDor coxsncr PE
S7GNATU7tE:

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NA 8 L�
NA 2011
0o EXCAVATION I
o FILL IN WETLAI
0
d
in
��,rtA �STAR�iNG � I
" 2665 PG i2
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9 ' . �. � _ ----_---
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190
180
170
160
:INTB NC�Li9ense�NoM1OCa1�554na52]609200
WETLAN D & STREAM IMPACTS
w�_.
W3
:TLANDS = 0.00 Ac /0 SF �' EXCAVATION IN WETLANDS = 0.00 Ac /0 SF
= 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF
�� . �
CLASS'I' RIP-RAP ��` n�.r�,wa�r ia iiwur�i� i ar r�E���ti�r- END PROJECT 17BP.4.R.88 N
EST 2 TONS �� .. � pB 794 'C 2n" O
EST 5 SYGF \�, -L- POC STA 18 + 00.00
w�� CL45S "II" RIPRAP �
MODIFIED CONCRETE � '� ' H
FLUME, +39.00 LT F � � � ': TO E�LEV 775F5' (TYP�r � �
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BEGII!' 1'120JECT 17BP.�.R.88 � �
-L- POC STA 13+20.0� ,
�,,�2 ; wa
EXCAVATION IN WETLANDS = 0.00 Ac /0 SF EXCAVATION IN WETLANDS = 0.00 Ac /0 SF
FILL IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF
� MATERIAL TO BE REMOVED � - �
� T �� ��T f� r;= BEGIN GRADE _ END GR,4DE
__ ��_ -L- STA 73+20.00 -L- STA 1$+OD.
- - � _ ELEV, = 177.69 ELEV. = 177.07
L -- L� �__� _ .- � �1 �1� :�i� . �
- � PI = 14+00.00 �L� PI = 16+32.00
r� - r - r� -�-r- - T „ „T ,,T- � EL = 177.63'
- __ - . - - - EL = 776.93'
. -.. _ -. _ -.._ - - - . VC = 750' VC = 750'
- - - - - - -- ----- K = 238 -�-
� � , ,, - ,-- K = 120 V = 69 MPH �
i�-, `-� � °� r� T - - - �, -i=,, r : V = 56 MPH � i T�: :
-F� - -- �' - -�, -,�_ � - :
- - - '- T - - � WS EL.= 171.7' . . .
L� _ . �� � .. � . . .� �i� �i�__ . �. �. �. . . . �. �. � SURVEY 02-28-18 �.
PROJECT REFERENCE NO. SHEET NO.
17BP.4.R.88 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 2 OF 7
SKETCH CaF ERIDGE IN RELATIOVJSHIP TO PAVEMENT
SCALE: NTS
I
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--- RETAIN EXIST. BRIpGE �� � � � - - - -
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16+00 17+00 18+00 19+00
BM� 1
-L- STA 18+77.63, 47.55' LEFT
BENCHTIE SET IN 24" MAPLE
ELEVATION = 178.12'
BM#2
-L- STA 13+94.44, 22.92' RIGT
BENCHTIE SET IN 18" OAK
ELEVATION = 177.22'
E - � - _ �
�- -- - - - -- - _' i
BRIOGE HYDRAULIC DATA
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DESIGN HW ELEVATION = 174.5 FT
BASE DISCHARGE _ 1100 CFS
BASE FREOUENCY = l00 YRS
BASE HW ELEVATION = 175.3 FT
OVERTOPPING DISCHARGE _ �1500 f+l CFS
OVERTOPPlNG FREOUENCY= )500 �+I YRS
OVERTOPPING ELEVATION = 177J FT
DATE OF SURVEY = 02-28-18
W.S. ELEVATION
AT DATE OF SURVEY =��l•� FT
190
18�
170
160
150
140
130
120

�\ _ :INTB NC�Li9ense�NoM1OCa1�554na52]609200
WETLAN D & STREAM IMPACTS
NA 8 L�
NA 2011 w�_.
W3
o EXCAVATION IN WETLANDS = 0.00 Ac /0 SF
p ' EXCAVATION IN WETLANDS = 0.00 Ac /0 SF
o FILL IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF
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d I /'�/ _ �' �
Ul CLASS'I' RIP-RAP � � �� �,-rc:-�.�h�ar sQ iiwur�n !=�aH�r:E���wr- END PROJECT 17BP.4.R.88 N
EST.2 TONS � E� DB 771 'C 2Q=
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BEGIN PROJECT 17BP.�.R.88 � � �
-L- POC STA 13 + 20.0� ,
�,,�2 ; wa
EXCAVATION IN WETLANDS = 0.00 Ac /0 SF EXCAVATION IN WETLANDS = 0.00 Ac /0 SF
FILL IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF
190
180
170
160
� MATERIAL TO BE REMOVED � �
-i� BEGIN GRADE -
- T� r' � -L- STA 73+20.00 - END GR,4DE
'- _ �' � � -L- STA 18 + OD.
� T �� �
- --- �-' - ELEV. = 177.69
-L- '_ Li : �__� _-.- � �i �1� :�� . � ELEV. = 177.07
- � PI = 14+00.00 �L� PI = 16+32.00
r� - r - r� -�-r- - T „ „T ,,T- � EL = 177.63'
� _ '- '- - _ , ,
- --- -' `- -- --`- - = -=-- .-- _ .' EL = 776.93'
, _
- - - . _ - _ - - . --- - --- - _ . - - _ --- VC = 750' VC 750'
- - - - K = 238 -�-
� � , ;, '' K = 120 V = 69 MPH �
i�-, `-� � °� r� T - - - �, -i=,, r : V = 56 MPH � i T�: :
-F� - -- �' - -�, -,�_ � - :
- - - '- T - - � WS EL.= 171.7' . . .
L� _ . �� � .. � . . .� �i� �i�__ . �. �. �. . . . �. �. � SURVEY 02-28-18 �.
PROJECT REFERENCE NO. SHEET NO.
17BP.4.R.88 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 3 OF 7
SKETCt� CaF ERIDGE IN RELATIOV�lSHIP TO PAVEMENT
SCALE: NTS
I
Cr � - n : L. . . T - - r . . . . ;7 . �. r �:. . . . (-)0.9500 % : ( '- 10.300C;..,, � - 0% � -- - --- - � � i- _.
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10+00 11 +00 12+00 13+00 14+00 15+00
� t.__ - _.
. . -:-.i _ _ - __i_ : �. i : . _. .
--- RETAIN EXIST. BRIpGE �� � � � - - - -
�' ABUTMENTS & CUT TO . . �. . . . �. . . . �. . . . � .. --'-- �-��- T - - �
- i i --t �-T - �-T
,uJ EXCAVATION �i
LIMITS IEL �= 172.7'I �� I I I ... I .�.i � - i L�
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J_._1 L. __ LI _._1 L ._1 LL_ ._1 LL_._._1�II._ _L� .
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,� � �_ � _-, - i _
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-
i_ i.i _�,_.. i� i.. . �i_. i� i-: -� i. i �i ::_ i i. i:_i._ i. i:_i._ i . i:_i.� i. i. :.-- i.;_. s.i_ i_._.- i_i . i.�.i.. .._i :
16+00 17+00 18+00 19+00
BM� 1
-L- STA 18+77.63, 47.55' LEFT
BENCHTIE SET IN 24" MAPLE
ELEVATION = 178.12'
BM#2
-L- STA 13+94.44, 22.92' RIGT
BENCHTIE SET IN 18" OAK
ELEVATION = 177.22'
E - � - _ �
�- -- - - - -- - _' i
BRIOGE HYDRAULIC DATA
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DESIGN HW ELEVATION = 174.5 FT
BASE DISCHARGE _ 1100 CFS
BASE FREOUENCY = l00 YRS
BASE HW ELEVATION = 175.3 FT
OVERTOPPING DISCHARGE _ �1500 f+l CFS
OVERTOPPlNG FREOUENCY= )500 �+I YRS
OVERTOPPING ELEVATION = 177J FT
DATE OF SURVEY = 02-28-18
W.S. ELEVATION
AT DATE OF SURVEY =��l•� FT
190
18�
170
160
150
140
130
120

f� � �� _
NA 8 L�
BUFFER IMPACTS
NA 2011 a2
o ZONE 1 BUFFER IMPACTS = 0 SF j5
d ZONE 2 BUFFER IMPACTS = 0 SF
0
+ �
p TRANSPORTATION
� FACILITY LINE � .
O
Ul CLASS I RIP--RAP �
190
180
170
160
150
� :INTB NC�Li9ense�NoM1OCa1�554na52]609200
B1
ZONE 1 BUFFER IMPACTS = 294 SF
ZONE 2 BUFFER IMPACTS = 290 SF �
c
�
�':VD PFadOJ�CT 17BP.4.R.88 N
ES 2 TONS TRANSPORTATION �(
�- 1� E5T.5 SYGF FACILIN LINE
: �A sTAR"��,;�o -L- POC STA 18+00.00 �
� CLASS 'll" RIPRAP �
.' 2665 PG 12 MODIFIED CONCRETE � H
�� I FLUME, +39.00 LT Y \ ` TO E�LEV 77�.� �NP�r � O
. . " J . � O . . i � \ . e ._ k k- �
FIILHWAY 39 LIMITED PARTNERSFI!� '� �`�
i . I
I� �"- DB 1799 PG 203 . �� .. .. . . . .. _.- �
CI� �
i . ':i .:-,,:. - _ _ __ _ � . _ i
" PDE� '. � � -
9 _"' _'; . . _ . -
I't' - 7� - - .�5_
-- -- ---� . - _ -
F r C _ - --- - - _
_-_-- �- __ F
v - - � � i RETAIN - RETAIN . � �.
� �
�
P
� - N
B3 2
0
ZONE 1 BUFFER IMPACTS = 351 SP R� iyr, v`�
ZONE 2 BUFFER IMPACTS = 270 SF �,
�
1
I
BEGII!' 1'120JECT 17BP.�.d2.88
-L- POC STA 13+20.00
� MATERIAL TO BE REMOVED . . . .
` 1T --- T 1� 1�T 1T I- ;._
�--:-� ---�-.-=-��_.� -
- _ _ � . . . : ' - _ _ _
- - - _ . �-{ /�� _ . .i / . _- _ _ _
F ---_-- . CC// '��, C` L//� .�.- -_-_' ------_.__- F _
- �I pEI- . TRP.NSPO ATION . � � -
FACILITY INE
� - f. ; . N - � - -� . EXCAVqTION LIMIT (iYP.) _ , ` -� - - �
MODIFlED CONFRETE � - � �` , � ��� � � O
FIUME, +39.06 RT �'�I ��� ' ,. q�
- -CL455"I' RIP-RAP F�� `�� M � � .. � � O
�� � EST. 1 TONS � E%CAVATION �- �:�� � �
EST. 5 SYGF LIMIT (NP.� '-� O
+ ~
ip 4
� o i
�l � �vit_uonn RO�,E�r : n:.: �'
TRANSPORTATION � . I
FACILITV LINE � U - �
P �
j ' p I
� J
�
�
! � B4
� ZONE 1 BUFFER IMPACTS = 455 SF
ZONE 2 BUFFER IMPACTS = 397 SF
/ ELEV, = 177.69
PI = 14+00.00
_� -._ __._ _.- _._, _,, - ==--- � EL = 776.93'
. _.. _ -. _ _� _ _ = _ --- vc = iso�
-- -- - --- -- _ - - K = izo
i�-, `-� � °� r� T - - - �, -i=,, � - : V = 56 MPH
-F� - -- �' - -�, -,�_
- -_ _ �- ' �T--
-��. - ��:_�_-�l � �1� :�1�_
T� . - T� - r' -,T; - r -, ��r _ � (-)0.9500%
: : _'-L�. . � _- -L- ' -Li-:-��--:� �-:�i -.�1L_ .-_.i._ : .
r� __ r _ r _.__T .__ r -� -�T ��T . . . .
�� i - _ : -;-�-�-��__L.: . . i .: � _. i_�j-�L uj�i__ -i. l L. �1 i i - _i_ . . �1 L ���1_.
�_ � _.� � ___ ��. _ r �. _�_� r r--i-i� r-I-`i 1-_ ' ~f . i�t--F--r-r i- --i. _ f--Wi .
�_-� � �-. �, • �. I; � 1�=� �' I �_� � � I �'� �• ��I I'._�: ::� .
,.. �__� � �: ��: - � ,1.. .� _�__�. � ;, _�__� . _� . � � �. .� � _�__�. ..
� RETAIN
PROJECT REFERENCE NO. SHEET NO.
17BP.4.R.88 4
fLW SHEEf NO.
ROADwAY DESIGN HYDRAUlICS
ENGINEER ENGINEER
PERMIT DRAWING
SHEET 4 OF 7
� ALLOWABLE IMPACTS ZONE 1
//���� ALLOWABLE IMPACTS ZONE 2
/
SKETCH CaF ERIDGE IN RELATIOVJSHIP TO PAVEMENT
V
SCALE: NTS
i
- END GR,4DE r T� � r� � r� r T
-L- STA 1$+OD.00 'r _�r �r� r�_ r�-;--r� _
ELEV. = 177.07 '
_�_ , -��� �L� -��-�� L���� _
PI = 16+32.00
EL = 177.63' -Tr� �r� r� - r��--rr
KC= 238� _�'- - - -- :
V = 69 MPH ��
' T'. - r 'TT� T'-_rT-�r _
I-: -- -r �r
WS EL.= 171.7' . . . - - I� - � �
. . � :�L�. � I� L� __ i�.-�� _ .
SURVEY 02-28-18 � J_ i
,-)0.30oC;..,, (-)0.3310% --, --;- �1----",
. . -:-.i _ _ - __i_ : �. i : . _. .
RETAIN EXIST. BRIpGE �� � � � - - - -
- �' ABUTMENTS & CUT TO . . �. . . . �. . . . �. . . . � .. --'-- �-��- T - - �
. i i _-t ��-r_ �_T
„ ,uJ EXCAVATION �i �
LIMITS (EL �= 172.7'� , . I I � .. I . . �i 1.
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' ' . . . ' ' �. . ' . . . . _ . , , : , , : . � . -ri i - - ' ' '�. : ' 1-tr+-� : _ �-, , ' ' - , ' -
.. I ... .I-LI . I�. .. _;-._I.11.. .I- I-. I�.. I-LI--11 .L.I-:-I-._I. L_I .-I__L _I -I-._I-.-I. .L_I -U-I. .l �I : I -I. _l �I . . I.. .L�I :-I-._I. _I .I . I_ I. ..l.11 . I ..l.�l.l . I I .l �L.I-. I_ I.. .L_.-.. I�.1.. . LI-. I�.I � :---.� 1. I _I-: _.I I . I :-I.�. . I . I .-I._.I . . I .-1.11. I-._ . . . . I _I-. :5.1.. I-.-�-._... I .-I . 11.1.. . ._I.: -
10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
BM� 1
-L- STA 18+77.63, 47.55' LEFT
BENCHTIE SET IN 24" MAPLE
ELEVATION = 178.12'
BM#2
-L- STA 13+94.44, 22.92' RIGT
BENCHTIE SET IN 18" OAK
ELEVATION = 177.22'
E _ � �
�- -- - - -- - _' i
BRIOGE HYDRAULIC DATA
DESIGN DISCHARGE = 700 CFS
DESIGN FREOUENCY = 25 YRS
DESIGN HW ELEVATION = 174.5 FT
BASE DISCHARGE _ 1100 CFS
BASE FREOUENCY = l00 YRS
A HW VATI N = l7 FT
B SE ELE 0 5.3
OVERTOPPING DISCHARGE _ �1500 f+l CFS
OVERTOPPlNG FREOUENCY= )500 �+l YRS
OVERTOPPING ELEVATION = 177J FT
DATE OF SURVEY = 02-28-18
W.S.ELEVATION _
AT DATE OF SURVEY �7�•7 FT
190
18�
170
160
150
140
130
120

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln 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 no impacts 21" Cored Slab
TOTALS*: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0
*Rounded totals are sum of actual impacts
NOTES: No Wetland Impacts
2018 Feb

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structu re ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT �ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1 21" Cored Slab Bridge -L- 14+58 to 15+86 1100 957 2057
TOTALS*: 1100 957 2057 0 0 0 0 0
Revised 2018 Feb

Rev.Jan 2009