HomeMy WebLinkAbout20120613 Ver 1_Application_20120621✓UN 2 I
20 '✓
STATE OF NORTH CAROLINA V8 ,o ,Z
DEPARTMENT OF TRANSPORTATION '`''� n
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
J
June 13, 2012
U S Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive Suite 105
Wake Forest NC 27587
ATTN Mr John T Thomas, Jr
NCDOT Coordinator
120613
Subject Application for Section 404 Nationwide Permit 23 and Section 401 Water
Quality Certification for the Replacement of Bridge No 12 on SR 1554
(Yarborough Mill Road) over Country Line Creek in Caswell County North
Carolina, TIP No B 4725 Federal Aid Project No BRZ 1554 (4)
Debit $240 00 from WBS Element 38499 1 1
The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No
12 on SR 1554 (Yarborough Road) over Country Line Creek in Caswell County This
involves replacement of the existing 10 span 201 -foot long bridge with a 3 span 210 foot
long bridge on existing location An onsite detour located south of existing bridge will be
used Also, within the project limits, there is an existing 24 -inch pipe which currently
conveys an Unnamed Tributary to Country Line Creek underneath Yarborough Road A
broken, perched end of this pipe will be repaired with a function box and section of new
pipe There will be 42 feet of permanent stream impacts due to replacement of the bridge
and repair to the pipe and junction box Bank stabilization accounts for 35 feet of impacts
and the pipe repair and function box accounts for the remaining 7 feet There will also be 17
feet of temporary stream impacts for removal of an existing bridge pier
Please find enclosed the Pre Construction Notification (PCN) form Ecosystem
Enhancement Program (EEP) letter, stormwater management plan, permit drawings, and
design plans for the above referenced project A Programmatic Categorical Exclusion (PCE)
was completed for this project on March 1, 2012 and distributed shortly thereafter
Additional copies are available upon request
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699 1598
TELEPHONE 919 707 6100
FAX 919 -212 5785
WEBS/TE WNW NCDOT ORG
LOCATION
1020 BIRCH RIDGE DRIVE
RALEIGH NC 276104328
The proposed let date for the project is January 15 2013 with a review date of November 27
2012 However, the let date may advance as additional funds become available
A copy of this permit application will be posted on the NCDOT Website at
http / /www ncdot org /doh/preconstruct/pe /neu/permrt html
Thank you for your assistance with this project If you have any questions or need additional
information, please contact Deanna Riffey at dnffey @ncdot gov or (919) 707 -6151
Sincerely
/ / 1
i
r if
-� Gregory J Thorpe PhD , Manager
Project Development and Environmental Analysis Unit
cc NCDOT Permit Application Standard Distribution List
2
O�O� W A
T F9�G
> y
o �
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A
Applicant Information
1
Processing
1a
Type(s) of approval sought from the
Corps
® Section 404 Permit ❑ Section 10 Permit
lb Specify Nationwide Permit (NWP) number 23 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corpse
❑ Yes
® No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
if
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? if so attach the acceptance letter from mitigation bank or in lieu
fee program
® Yes
❑ No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)
❑Yes
® No
2
Project Information
2a
Name of project
Replacement of Bridge No 12 on SR 1554 over Country Line Creek
2b
County
Caswell
2c
Nearest municipality / town
Yarbro
2d
Subdivision name
not applicable
2e
NCDOT only T I P or state
project no
B 4725
3
Owner Information
3a
Name(s) on Recorded Deed
North Carolina Department of Transportation
3b
Deed Book and Page No
not applicable
3c
Responsible Party (for LLC if
applicable)
not applicable
3d
Street address
1598 Mad Service Center
3e
City state zip
Raleigh NC 27699 1598
3f
Telephone no
(919) 707 6151
3g
Fax no
(919) 212 5785
3h
Email address
dnffey @ncdot gov
4 Applicant Information (if different from owner)
4a Applicant is
❑ Agent ❑ Other specify
4b Name
not applicable
4c Business name
(if applicable)
4d Street address
4e City state zip
4f Telephone no
4g Fax no
4h Email address
5 Agent/Consultant Information (if applicable)
5a Name
not apphcab/e
5b Business name
(if applicable)
5c Street address
5d City state zip
5e Telephone no
5f Fax no
5g Email address
B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
not applicable
Latitude 36 495825 Longitude 79 206531
1 b Site coordinates in decimal degrees)
coordinates ( in )
(DD DDDDDD) ( DD DDDDDD)
1 c Property size
0 52 acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Country Line Creek
proposed project
2b Water Quality Classification of nearest receiving water
C
2c River basin
Roanoke
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Land use in the project vicinity is agriculture and forested land
3b List the total estimated acreage of all existing wetlands on the property
0
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
510
3d Explain the purpose of the proposed project
To replace a structurally deficient bridge and pipe
3e Describe the overall project in detail including the type of equipment to be used
The project involves replacing a 201 foot bridge with a 210 foot bridge on existing alignment using an onsite detour and
replacing a broken perched end of a 24 cross pipe with a juction box and new section of pipe Standard road budding
equipment such as trucks dozers and cranes will be used
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments perennial/ intermittent streams
4b If the Corps made the jurisdictional determination what type
of determination was made? Site visit made by Andy
❑ Preliminary ❑ Final
Williams on 5/7/09 no JD received to date
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company NCDOT
Name (if known) D Riffey
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
USACE site visit 5/7/09
6 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes explain
C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number—
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ —non 404 other)
(acres)
Temporary
❑Yes
El Corps
[] P [] T
❑ No
❑ DWQ
❑ Yes
❑ Corps
❑ P [IT
❑ No
❑ DWQ
❑ Yes
❑ Corps
❑ P ❑ T
❑ No
❑ DWQ
2g Total wetland impacts
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of
Average
Impact length
number
(PER) or
jurisdiction
stream
(linear feet)
Permanent (P) or
intermittent
(Corps 404 10
width
Temporary (T)
(INT)?
DWQ — non 404
(feet)
other)
Site 1 ❑ P ® T
Pier removal
Country Line
Creek
® PER
❑ INT
® Corps
❑ DWQ
55
17
Site 1 ® P ❑ T
Bank
Stabilization
Country Line
® PER
❑ INT
® Corps
❑ DWQ
55
27
Site 2 ® P [:IT
Fill
UT Country Line
❑ PER
® INT
® Corps
❑ DWQ
2
7
Site 2 ® P ❑ T
Bank
Stabilization
UT Country Line
❑ PER
® INT
® Corps
❑ DWQ
2
8
3h Total stream and tributary impacts
42 Perm
17 Temp
31 Comments
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then indivi ually list all open water impacts below
4a
4b
4c
4d
4e
Open water
impact number —
Name of
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
01 []PEI T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
X Permanent
0 Total open water impacts
X Temporary
4g Comments
5 Pond or Lake Construction
If Pond or lake construction proposed then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
Flooded
Filled
Excavat
Flooded
Filled
Excavated
Flooded
number
purpose of pond
ed
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer
impacts below If any impacts require mitigation then you MUST fill out Section D of this form
6a
❑ Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary
required?
❑ Yes
B1 ❑P ❑T
❑ No
❑Yes
B2 ❑P ❑T
❑ No
❑Yes
B3 ❑P ❑T
❑ No
6h Total buffer impacts
61 Comments
D
Impact Justification and Mitigation
1
Avoidance and Minimization
1 a
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The proposed bridge replacement will take place on existing alignment and is longer Impacts were minimized by
replacing the existing 10 span bridge with a 3 span bridge No bridge bents are located in the water A preformed scour
hole will be used to minimize effects of run off A pipe repair will be done and a junction box added for an intermittent
stream to replace the existing perched and broken section of pipe
1 b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
NCDOT will use best management for Sedimentation and Erosion Control as well as for Protection of Surface Waters
2
Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
® Yes ❑ No
If no explain
2b
If yes mitigation is required by (check all that apply)
® DWQ ® Corps
2c
If yes which mitigation option will be used for this
project?
❑ Mitigation bank
® Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3
Complete if Using a Mitigation Bank
3a Name of Mitigation Bank not applicable
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4
Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
® Yes
4b
Stream mitigation requested
7 linear feet (at a 1 1 ratio )
4c
If using stream mitigation stream temperature
® warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h Comments
5
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If not explain why
❑ Yes ®No
Comments Not in protected buffer basin
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
N/A
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative
description of the plan
See attached permit drawings
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this projectl
not applicable
❑ Phase II
❑ NSW
3b
Which of the following locally implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
4a
Which of the following state implemented stormwater management programs apply
❑ HQW
(check all that apply)
❑ ORW
❑ Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
Yes No
®
attached9
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No N/A
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No N/A
F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
Yes ❑ No
letter )
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after the fact permit application?
❑ Yes ® No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
additional development which could impact nearby downstream water quality?
® No
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby
land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
not applicable
10
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitats No habitat for Pleurobema collma
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts? No effect Last survey occurred on 9/1/09
❑ Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS county list and NCNHP database along with field surveys
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
❑ Yes ® No
8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA
8c What source(s) did you use to make the floodplain determination? FEMA Maps
�V
Dr Gregory J Thorpe, PhD
a
-A
Date
Applicant/Agent s Printed Name
pplica Agent s Signature
(Agents signature is valid only d an authorization letter from the applicant
is provided
11
ycosy stem
,
1 i,,
PROGRAM
June 12 2012
Mr Gregory J Thorpe Ph D
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
B 4725, Replace Bridge Number 12 on SR 1554 (Yarborough Mill Road) over Country
Line Creek Caswell County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project Based on the information supplied by you on June 12 2012
the impacts are located in CU 03010104 of the Roanoke River basin in the Central Piedmont (CP) Eco Region and
are as follows
Roanoke
Stream
Wetlands
Buffer
(Sq Ft )
03010104
Cold
Cool
Warm
Riparian
Non
Coastal
Zone 1
Zone 2
CP
Riparian
Marsh
Impacts
0
0
7
0
0
0
0
0
(feet/acres
This impact and associated mitigation need were under projected by the NCDOT in the 2012 impact data
EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F 3 c in of the
N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument
dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will
no longer be valid and a new mitigation acceptance letter will be required from EEP
1929
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
6-(A-
M1c Ellison
EEP Deputy Director
cc Mr Andy Williams USACE — Raleigh Regulatory Field Office
Mr David Wainwright Division of Water Quality Wetlands/401 Unit
File B 4725
Kstorigg
pro" Du,Y Stag Aim
ninrfh rarniina Prnevctpm PnhanrAmant Prnnram 1652 Mail Service Center Raleiah NC 27699 1652 / 919 715 0476 / www nceen net
m
O � � c
® ro
\l\
N O
to N
low# \ CO \� O
cm
m a�
a N a'
o
nO
lk E E U
m O C O N
m m N
\\ _' N E L
C
Q m a o m o
�'\ N N N N .0 E 0. d C
Q c U o m m a o
_ g N
a C z U n LL N N C m
W Z N L N N M O w N z tm N �T M U) °� m 3 o N 0) 'a L L \
wr- Z (6
N C @ m C \
CD 0 2' L W U —0 X "' `N' m
m v a z \14
Q CL c
n. rn
0,0
J D N m m Z o o c
O N "
C 6V11 m a`O+ d �% U �_ N -0
O c o o Q U
alit „av Vvz 330
a rn c
0 O.5 N
C C C m O VN A
O N
O
$. k%? c m r w
0
}”' C m i0
d C Q p O
3
O w N O
CIL
E a N 0 0 7
N
CL
-0 (/) N
m C 7 O O
U ° N ct 70 � a)
m
\V N
< \fs€ tl! d `' N O N E
m � y N
C `ry C) M F--
N
R o U 'o � $ °
ILI a o
C, > m
�� c w fO
O (O M U Z z C m o t
CC N N n C yC O m t` N As
V
�\\ \ O Y d N a C
O
C_ N E w � N
C-4 T
A m
\ m m U N D O Q F O— N
\� E W W U �O Z u 3 v
C I
N C m O
++ C
C L W
v ° m a v
Lo x @ ` 0
c o t
N m s i
$$$$$$SYSTIME$$$$$
$$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
09/08/99
$$$$USERNAME$$$$
r(CONTRACT: C20307 9--- TIP PROJECT.- -B-4725____j
n�
O Ny M N
T
0Q ll
` z ° ,
o n z- �n v r
y p H ti � $
$ �_ + Z
`"O
kit
a
� • DS N C
m l
as
0 nn Iii I< -4 v j (UP4 � Z
zsO O
F ®It7� Iw It7� 5: 0
II IN ualow
M
• OZ ul
O N
z <°
�o �; m
rn
pz o 0
a +� � Z
o a a
p w 3
000 O p t� �'✓
PO -4 CAI
W 16. CIO
CA n II a +p
c °o CO N I
\ ftwl* 49k. A I I I Iti
b
C C� �
I a
CS
C Icy
CA
let
IO
sl
m Z I I
n C m m I I ,,:Z'! I I�
P202' A
+m i i l.0I ib R
Q Q. l
I I
Z I I I I�y I
I
�.- m I I I I
I I
NZ I 1
-PN
I
P. y �� NAD eY2001
W
F
i
m
N
�
v
a
e
PRM PSH dg
ell
EP
le Y �� Q
C�
pig
0
p / 9 $
i
4`< 4Q
ctF
.g ,
ISO
0
�S
K�} '
A
I � V +
M
3�
°I 4 ti
i
Rr3� s \ 1
S� S�
.J y/
�1 I
I �
it
MN -.1 m
T ~
A d A u
NIAD R$ 200%
PRM PSH dg
f
R*
Nnfl L
Al
vi
A, 0 /
0/
IV
F J
e�V
1
EP
4A
u
L
r-V
� 4 Q fill --� ./
lop � 5
RS 2007
�} 3� A _I
Poll
7j� fp
10 1�v
S9
2a %.°
7/99
5/n/2oi2
RR Zlhd
i
\8 4725 \R
d y \X
\64725 Rdy pl dg
I
i
I
a
�
I
€I
I
s
I
c
c
/w
y8/23/99
P
€
N
N
,
N
OP
jj
I
\
M
I
®co
V)
®
V `
°
N
i
o
N
€
/
t9
j €
I
vi
t9
I
r3
I
g
Y E
P No
!
I
ca
i
I i► 40
!
I►
g
I
II m
P I►
I
s
s €
I
I
�
�I
€I
I
i
I
a
�
I
€I
I
s
I
Q
/w
€
f
€
� N �
,w
j i � ► �
Al
! / N
I 1/
I I
I € I s
I I
/ � s
i
n
w
C�
z
z
It
z
�
I
z
z®
cn
0 to i
r
c�
v
" w n C
z 0 pa
.4
CrJ
a C "
m0
z
V]
r
to 0 O� n r
w 7d
C
� y `1
� vOD c.
0 v
CA
k
° z
z o
r z
CA
r
0'''..
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
[Wetlands emp
Fill In
ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
m 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)
i 19+64 L To 20 +25-L
Existing Pier Removal
<0 01
17
20 +22 L
Bank Stabilization
<0 01
27
24+41 L RT
24 Pipe and JB
<0 01
7
24 +41 L RT
Bank Stabilization
<0 01
8
I
TOTALS I
000
000
000
1 000
000
<0 01
<0 01
42
17
0
`TEMPORARY CHANNEL IMPACTS DUE TO REMOVAL OF EXISTING PIERS
1
31 MA ( 2 (12 I-) 13
R \F( u Jw uy PI ( J 1 4 72 (1 / t 1) (c) Jy jo9 08
$66$USERW 1AE$$$$
[OC 0 N CT. C203079 TIP PROJECT. -4725 ------------ i
LA
rn
,
v s 7O cn D N W w
Oy 1
O p p I I N i
o m o o oO
rn
0 5 O
A N N N (� � N Ul O ` \ ` m Irno-
n° O ° ° S Z N N ( ( ° r J 0) tntn
Ml
qz
// L Y cnC�
DD Z - -- —
ICA 'cc 00 b r-G °' 1O
Lf
�� ANN V1
G) it n < -1 v< w N z (AV
O Or 5 1II II II II II II �' mo -0 g�
®a
II ® -r C
N = OZ N
v p
3 °Z 1 r
z z vii <° /r 1/1 -:z I a
� G) 0 m m
--I O // O X
Z LA ;a c DN 11 M�
O O H N 1 1 cJ1 Z
= n Q m + 1 1 C A
O C D ° o00 .
m < W
`OO y O _ O o y
m m rn
rr m
Z
h n D W o
Ln 00� IN
O V'
O M b p
0 00
�
ST
I� - rn
O s
v `1S j5 D
Gi y C 15— C
V y \ \\ �
D4 '-<
O 7 O O� b -C
� � b b ►•I I
D
Z
ryl
o ctiirx N az ostD �- O rZ C1 y
m} I v ►�a cn
Go
o
D °'� p R Nv h h
f m
D �D n r Ul b b n
z v i N T r_
2 m va. �J
m °
� cam., L
7`o m / C
m y
1 m C
NO
C Z
na Ay
xy z o I a
V
M nr Vl \ / \ Sv A
ca
N
Ln
fdac
(� Z / a
� z --" — �
°' > > `rte NAS-72001
m
1 �
04 lb 1
T ro N p �+ W W �- 2 N v C7 0 71 �*+ m ro v T �n o v �T v g n o N® C �V
o ro O c c c c Q s^ 5 m ° 3 m to ° 0 « V o 0 0 o rt o o w 'O f c ° i1y
0 g Q N a A 3 c o _n 3 0 3 Q c C' m tl ro ro ro ro ro ro ro m g m�
m o o ro t� m d 0 ° Cj m Q_ _ 'r 3 i g 5 0 g 0 0 0 g m m g m z r C
° co ° D N N °^, 3 ',b S ' i O � c o' to I° m m m mo 'm S ��
d °� =� O O p `� �. O 7 N m m O`_ °' Q_ d T N V r'
-o r j
CD CD 3 O O 7 ' m ro /� �_ O d d G W ri < 3 C O 7 '
Q t0 N N O ^O m 3 rr- J fi O 7 7 3 ° O C g 'U O r O Q+ O
CL
CD
3 3 0 `C 3 o v D o cz co 'n m 3 ►�
R 1� C T cr
Q -+ V o 3' 3°° m 3 c �O
Q_
3® W o a M b C
D O W m m 'b
o o o a 3 Iz
X 0 0 ° � a i17
N N
CD
C
III
I
m -0 k -0 m
r m i `i� m O N m fQ N t° o N ro N y o H tK O fX O K Q O o O O O O D O rt (^ 7 O O o O
O O v M v 'a v O v m v -0 0 0 0 0 0 0 0 g o 0 0 0 N N I n p K 9 rt 5 A X fW D N a m 0 0 g 0 0 0 9 g M to tQ
CD m m m m g (D 3
1 Q_ 0- a Q 0_ Q_ Q_ a rn CL 0- Q_ CL 0pT y ' �D N _
m y p
D I N T 7
r 0 3 0 c c o m o o D D Ep '7y p T � oc n N s O> N 9O
N j Qp a
1�
> O
O m [ N ro ro i n . Q °°O m m .3 ro O tl m G Q N '' . O w G CD r�-
�]
= D a n °� -0,0, <°
CD Q Q
3: C ^ 3: r- r
7 Q Q r
Q p
y m 3 m to t°
3 a n to 0 f E
Imo. �. tND m m m o �' S
V 3 3 C° Q'
3 m CD _ a m
�7 w ;Z3530 m C0�
m CD
CD
3 I I 'ID L)�
U O C C m m
1
p 7o p 7o p 7t7 -I m m p 70 = � v ro m m O C N N p T S 3 aD oo 3 O
�° co cmo cmo N ro° � v o �, f f ro° v° ti o o 'Q_ ° m o O tc O , o
tQ ° tQ ° ro ro ro ro ro o 3 2 co , Q m " m tl 3 o 3 A 3 3 a o C1 7O m m o
-0 ° C
p m Q m Q m t� O O O O m O p m 3 O � C m fO m t° N N v tQ t1 C 7 -I °'
°' Q. 0 o f'D <'D d N T d °' m m o` p y m m m tt°o m CL 3
Gl 0 i i s 0 to O
co 0 0 m v m o 0 0 0? a f fs' m X a fe
Q. O S m C m O Q_ O (�
j m m W - Q _ m .m 9 m m m o O m O o p N N
_ _
o o o a c �C ?
o y
sI
� m
CD n m n: m o v Q C
o° ° 7 0 o m 0 °
s s m C 0 Cos
� m C' D 0 m W m
D 7
N N C
m m v I o
I I I I
I � I
I I I
M
D G7 C C C C C C n v Ds N N D D v A Gl C1 D v m v tAD m D
g tY m g -« -« tp ^ Q Q Z 0 m O O N N n H n O N n O Q O Q m
m° to - m tQ ° m o c t`o m N < m m ° o to o t`o a `�
o m - m o o' c� o A o m ° a o to m O Q mQ 2 Q 3 3
0 7 7 C 1 O O O O_ O 7 O 4 Q_ fD < tD °' tD °" a _ � tD d m Q
, 7'r O m m m a- y 0 Q N m N O 4.. m tz °" 0 O N C °' a N S
o a S r
3 N C f m C S O -'e. O In 3 D 0 m o a i N °- f C y m n I a 47 m ® n C c� R. �• n w (D y 7 t0 O S N T O N n y A O O T -{ = T <
O in
tQ m D T r o < Q W O T A Q m t- Q m C o O C _° a 3
W 0 L
0 d p o O t7
. m ' O -°
o' 3 O 3 Q r
s m ° ' r CD
(D O 7 N m ro n m (D O O
_C r n n m
m N O N
z g m m s ° m C C
0 m m m
CD 0
^ N CD
O
Q ^ m m 2
CDX
I I �9
o$ o (D G®0
O
z
c�
z
O
y
y
O
�7
1ul
I� I
d pniuhriF
eiam4
2 1 di
D
I
m
w
x
-7 z
c m
i
t
c
c
T
n
m
m
�
m m
S
�r
�
o
z u
.3
z n
F
v
z
- D
u
z
r
S U
Z
Z U
O
3 r
O C
m
O u
W
O
T
7
O
v z
r
D
v
Z
L
U
S
G
0
m
Z
x C
O
m v
m
Z 0
[
1 0
m
O U
-
v
73
S
S
n U
D
U ~
m
J r
L
z
z
O
y T
7
Z
n
V
O
n
z
O
f
r
rzi
C
O
D
U
rJ
z
-
'
1
L
C,
D
D
U
co
z m
m
-n
m
n
C
T
u T
n
V
L
Z 7)
4.
'O
<
O
D
C7
n
u
-
i
m
m
C O
1
D
m
f
z
r m
O
r
L
c
�
u
z
u
z
z
r
V
U C
3
�
n
m
r
r m = Z s 0
p
z C3 a z p N
p a r ti m O z 0
��aN=r,o��wo °ov+v C
O z n a
m�ma�AV'namZZ
CO bt~O N >Z L"M, N mO
°°DO2
C-) w0 tmi+0
--• z x - -� Z
a -
TVm-
z a
r LA N o y oro =
CD N to N
a
� w
m
v �
Az
�v
I n
�O
nz
_ N
N �
{
Ol
Ol
p
W
y
mo
i
/
t
11
I
iI I{
1 Ir
v
O
C
�Y a
_ I
N
.,1
/j
i
co
G)
z
0
m
f I NO
NO
I V
N
k1
I o
II
I
I
�I
�I
T z
� 'v
t N
1 n�
t \ NZ
1 A �
\ Ul
o�
D
C7i
N
Ln
O
O
I
r
W
m
0
Z
X
0
n
'I
1
V
N
Ln
b
m
w�
Q
0
rl
z
m
0
�lz
D
m
w
m
N
m�
m m
S
�
Pq
D
U
r
oN m
Y
I
m
Z
.,1
/j
i
co
G)
z
0
m
f I NO
NO
I V
N
k1
I o
II
I
I
�I
�I
T z
� 'v
t N
1 n�
t \ NZ
1 A �
\ Ul
o�
D
C7i
N
Ln
O
O
I
r
W
m
0
Z
X
0
n
'I
1
V
N
Ln
b
m
w�
Q
0
rl
z
m
0
�lz
-o
w
o
m m
�
.,1
/j
i
co
G)
z
0
m
f I NO
NO
I V
N
k1
I o
II
I
I
�I
�I
T z
� 'v
t N
1 n�
t \ NZ
1 A �
\ Ul
o�
D
C7i
N
Ln
O
O
I
r
W
m
0
Z
X
0
n
'I
1
V
N
Ln
b
m
w�
Q
0
rl
z
m
0
�lz
i
Y 2U22 I� 1 I 64 725 dj yl d
ICF GI j�MC jj\b _
I�
III
I
i
B
V
D
r
N
T
O
Z
Z
O
IS
I
I
I
D
00
F
U,
W
V C:
Ln y
m
6D
Z
W D
�o r
v
m
o p
r„ z
VIZ
N p
O
I� N
N
N
v
W
o,
m
I
a
Om
10 X
0 C
C
zIG�
l
f0
D
r
A N
W tJ, I
M v 00
N
Z
r
C)On
N
C7
Z
r
Z Z
0 G1
�m
I
a
�
v�
z o
N
O
C:
WW
o
O
P
O
{/
yy
IiI WA
rya
O+
C
I �
CA
Z
2
a
��4
m
I
I
I
D
00
F
U,
W
V C:
Ln y
m
6D
Z
W D
�o r
v
m
o p
r„ z
VIZ
N p
O
I� N
N
N
v
W
o,
m
I
a
Om
10 X
0 C
C
zIG�
l
OD
W
w
0
a
m
A
m
Z
m
O
m
L
r
I N
N
Z
g
f
m
f0
D
r
�
N
M v 00
N
-� O
O�
N
C7
Z
r
Z Z
0 G1
�m
I
a
�
v�
I
z
OD
W
w
0
a
m
A
m
Z
m
O
m
L
r
I N
N
Z
g
f
m
C
�m
-0
L
N
O'^
zZ
N
C7
\/ -71
O
I
a
�
v�
I
z
rr
z
m
I
O
m
{/
yy
z v
rya
O+
C
I �
CA
Z
2
a
��4
m
DN-+
O
wo
u, °
s
D
NO
Z
A T
m A
m
Z
m
O
cV4'a
ZO
O
D
'-
wp
00
°off
v,
Wy
-^
m
°3
04
;o
000
-4
Ox
m f
O
m
v
;
O
Z
N rn
D>
m
Dz
Om
N
O
Am
Ln
0
z
140{
NO
D
m
-
W
Z
m
y
00 Z
m
A H
m
O
cn n
D
m
ti y
i
O a
m 0 v
O a
p
m
O
m
v
o a
~o
z
z
N>
z
z
m
O
C
OD
W
w
0
a
m
A
m
Z
m
O
m
L
r
I N
N
Z
g
f
m
1 II
®
0
3w �
CA z 1 h
o
C
i
-0
L
N
m
N
C7
\/ -71
O
I
a
�
i
ZW'
I
N
I
{/
z v
z v
m
-1
m
T D
mm<
2
a
oa<
a
m
O
s
D
O
A T
m A
m
O m a
m
O
m
D
D
ml
<
D
O O
O
m
H
m
r
m
0
N
m
=
y
y
D
m
-
m
m
y
m
A H
m
Z
A
m
ti y
i
O a
m 0 v
O a
ro
D
v
o a
~o
N>
m
m�
S
O
A
2 A CZl
4� O
N O
N O
Z
-�
O
O O m
O
m ti
<
m
A
v m m
A
m
cn
m
C)
pD D
N
O
~ O 9
O y
m
m
m
o
n
m
i
oy
mAO
za
°°
G
D
m
D
Ao
v
O N
A m
y
m
m C
i m a
Z O
m
<
N
m cA
pm
Z
ci
0.1
<
v
o
°
O
H
_ m
m
O
N
m
m�a
m
a
mN
z
1 II
®
0
3w �
CA z 1 h
o
°' c
�
�
I
CD
I
N
-r
0
\/ -71
O
I
a
�
i
ZW'
I
N
I
{/
�. rn
U,
C
goo
S z 4 1
m�
az a� m
z
0
a sb
r
r� Z �
a
� Z z�
.1 zi
I MAY d 0I2 I�` 13J \b47) d jp I
OX
0V)
ZZ
ti
F)
Mm ol
n--f
-� 0
Z P
om
CU
W
r�
�O
N
A
1N
0
r
�
V
� W
m
Om
AX
O'^
CZ
JO
f�
0
N
Z 0
M
Ol
O
N
w
A
A
O.
r
�
N
� W
m
=1
0
_
�
O
Z
I
I
H
r
m
N
®
L\
W
I
f�
0
N
Z 0
M
Ol
O
N
w
A
�C
I
�
I
ti
0~
Om
�p X
0 L
Z
v�
1
Om
7o X
OCA
Z Z
Z
ov
I Z
vI
�O
y rn
DD
C
m
00
m
�m
H
I
N *
y
D
D�
AV
D Z
e n
V
-w
O
N r
1 D
00
r
O
C/)
10
i
M
°
o Z
0
0
oll '^
O
0
vD
O
O
-�
Z
03
03
CA D Z
_4
2-° {�
Z
�X
Z
Dn
C)o
O
D�
O
O
W
{ z
Oo
Ol
N
W m
D I
V
w
C
O
Iii
D
O O
* C i v c
N m N 0
0
O
Z
^i
zt�a
14z
V Z
D
Sign
O
ww
P
a a N m
3
S^
z
W
'o 7o
pp 0
N
m i m
m
m m
'L1
I n
m
a
0
0
x m
x
=
Z
a
m a
0
v Ci
w
a°
Z
m
m a v
�r y
Z
Z
0
a
N c
Y Z
z�N
G�
w
s m
m n
w y
A
o
i
i
14 15131 \b4 25 y dg
r�
vJ
C
Z
0 0
o
$
a
$ $
D
p
Z
$
0
m o
$ o
$ $
O 0
° m
O
o
no
Z
m
r�
vJ
C
u Zn m m ° O
x a r x m
O
U° p p
G C C C>
ea
0 y z K
O Z
0 0
T °O
nc
0
a p > > g
00
x F
o O
$ $
0 0 A Z
O 0 O
2 r
.0
S �
m � �
oic°n £
°
O
It -11
u C,
c�
oyc
=m�
0
M I
Z O
O
�m0
" O
£0m
O �inyyA
C
T 3
O O O pO
[ c c c
G i c O Z
FC+
Z Z
ZOZ
,_��
y
O� PT
. O Q m
; V; ,O
OgiT
n m0
O
c 30,
�zHo
O Z ti
Z 0 O D
�Z,m
Oa °T
Ls Tc
off£
Z 1 m
IS °
OLOO
r 2
gcgp0
6Zv
�oA
rOA
A p f
n -
m
Z
OC TION pr PT OR CI) j
d f
O
o ° Q a o0 o FROM 0. 1
- S 9TRU T IRE NO
10 to
o L
�
n1
O E E 110 _
O
IN ERI ELEV 110N '
T
i
'
I VER EL FIO o
d �
SLOPE CRITICAL o :
- y I
- m ^ c I
n m
N n i
o
o,
DO NOT SE C n
i
DO NOT USE CSP
DO NOr USE GAAP
FTDO NOr USE HI E i
06 N
64
06
- - - — 6 N -
079 m �~
9 y
cr
IT
� m o
N n
�n
a "s per,
I u �3 ll
m A
I (CI 5%1
J
— R C PI E CULVERTS CONTRACTOR DESIGN IPE
C PIPE CUL E IS CO RACTO ESIG PIPE
15 SII E DRAI PI E
8 SIDE DR I�I E
CP
CSP °
o QU NTITIES
PER CH (0 RU 5 0 ) O DRAIN GE
STRI CTURE {�
So f U C TO I F FOR PA
` 7, Z O IAMI 5 BE Co
100 A D ROVE m ( 3 % CO B)
C B SrD B4 01 OR STD B1 12
_ o
3i
O
O ooh
C TCH BASIN C NCREIE
RANSI IONA
DROP I ET SCCTION
i B 1 STD 0 5
C I ( S) RAME WI 1 TWO GR ES SID 8 29
REFORM S O R 1 O F
I B STD 1 0 8 32
M AM OVE S 05
PIPE REM. AL 11. Fl
n n o Z n
o D
A Z
n n n C O O O Z 5 D
n rn��Z P�O�'iOp m
n
a m Z fp O
Z O O3 $ O rz Z
o O Z
c ° 7
z on
I �
O
b 1 NI
O
I n
o
K
1 � m
1
r �
1
F��yy
W
t�
c� �y
L
Z
m o
O 0
° m
o
u" u
u >
>> D
D m
m Z
yc
yp r
cn
r m
m 0
0
z >
>
8 z
z z
>
y
G i c O Z
FC+
Z Z
ZOZ
,_��
y
O� PT
. O Q m
; V; ,O
OgiT
n m0
O
c 30,
�zHo
O Z ti
Z 0 O D
�Z,m
Oa °T
Ls Tc
off£
Z 1 m
IS °
OLOO
r 2
gcgp0
6Zv
�oA
rOA
A p f
n -
m
Z
OC TION pr PT OR CI) j
d f
O
o ° Q a o0 o FROM 0. 1
- S 9TRU T IRE NO
10 to
o L
�
n1
O E E 110 _
O
IN ERI ELEV 110N '
T
i
'
I VER EL FIO o
d �
SLOPE CRITICAL o :
- y I
- m ^ c I
n m
N n i
o
o,
DO NOT SE C n
i
DO NOT USE CSP
DO NOr USE GAAP
FTDO NOr USE HI E i
06 N
64
06
- - - — 6 N -
079 m �~
9 y
cr
IT
� m o
N n
�n
a "s per,
I u �3 ll
m A
I (CI 5%1
J
— R C PI E CULVERTS CONTRACTOR DESIGN IPE
C PIPE CUL E IS CO RACTO ESIG PIPE
15 SII E DRAI PI E
8 SIDE DR I�I E
CP
CSP °
o QU NTITIES
PER CH (0 RU 5 0 ) O DRAIN GE
STRI CTURE {�
So f U C TO I F FOR PA
` 7, Z O IAMI 5 BE Co
100 A D ROVE m ( 3 % CO B)
C B SrD B4 01 OR STD B1 12
_ o
3i
O
O ooh
C TCH BASIN C NCREIE
RANSI IONA
DROP I ET SCCTION
i B 1 STD 0 5
C I ( S) RAME WI 1 TWO GR ES SID 8 29
REFORM S O R 1 O F
I B STD 1 0 8 32
M AM OVE S 05
PIPE REM. AL 11. Fl
n n o Z n
o D
A Z
n n n C O O O Z 5 D
n rn��Z P�O�'iOp m
n
a m Z fp O
Z O O3 $ O rz Z
o O Z
c ° 7
z on
I �
O
b 1 NI
O
I n
o
K
1 � m
1
r �
1
F��yy
W
t�
c� �y
L
b 1 NI
O
I n
o
K
1 � m
1
r �
1
F��yy
W
t�
c� �y
L
1
r �
1
F��yy
W
t�
c� �y
L
I°� 131
rr ,� 64 25 dy ig
Z
0
CD
0rD
dov
° � x
0.m
3 a°
0�
oc
A
3i� w
V'I
m °o
o CL
O m D
03
CL gIQ.
in 1 16 a
xk
s0 °
00
3o0
O
o°
n 0
&0
0
O '
z ci
co °
a
to
°i3 -4m
a�f
am°
MIC
IO p a
� o m
C 7 O
c 'O
m �
a
aC
m
a �
CA
m�
1
v
v
<
m
m
D
N
N
m
D
D
N
D
Dm
O
=
Z
0 O
=
Z
T
n
n
C
N
m
N
O
(A
m
+
+
H
�
D
r
C
O
m
-i
O
_
Z
+
Z
m
m
r
O
N
N
O
O
O
0
0
O
N
N
O
O
m
Z
0
Z
O
Z
D
p
p
0
o
Z
:j
Z
�
O
a
O
O
O
—+
O
(A
Z
D
o
O0
0
0
0
c
O
O
O
O
o
Z
-y
aD_D
m
0
Z
N
N
r
N
D
N
D
r
N
D
N-i
O
r
r
n
N
N
N
D
D
m
N
I
N
—N1
D
II
>
W
O
N
N
_
N
-'
-1
N
10
i
'0
,
_A
b,
w
O
II
O
++
v cn
cn
Oo
aD
o,
►
w
t
A
p
Z
W
w
p
„"
O
V
OD
O
II
O
O
v
p
O
p
O
O
(n
W
O
O
O
O
-n<
O
�
N
W
N
N
N
-
'4
w
A
?
VI)
V
N
p,
0
Mc
(1 Z
O
U,
(n
(n
N
OD
A
OD
01
O
D (7
O
W
W
W
V
O
V
<r
O
O
.�
OD
co
W
w
-4
A
M
4 W
D
10
10
,O
O,
s
v
a
V
V
V
X
W
O
O
`O
10
N
A
-4
N
O`
V
V
A
w
N
N
N
A
to
10
V
N
O,
Ol
O
O
W
D
A
A
.tom
A
N
N
OD
V
OD
V
OD
V
OD
V
O,
O
O
N
V
V
V
V
A
m
m
Y
Ci]
G�
ui =1
O
aa1+
ow1
O�
1 r-
725 dy p 4 04 dg
I
P
�f e
A
A c¢
am
g?
W
� y
A �
v
— —1s —'s—z— v
i
pYg
8 �'
° a m
r
r
o g 1f! '
c r� p ° �G� IA
z
a
€ 5 gig
8 � �
�a { Kr �Ss
�P S boo
\ €€
1
N N N
m m m
m m m
MMM
N N N
q�M
14 Ol
boo
cv�
(� I
I
N�0 \
T70T
0 0rn
r i
(A M f <
m A
M a
Z
N
0 R:
n
a
� a
�\"e ?�
POO
°" p
Ac c
n
rm�\ .
o�
v�
M
—Js
ai'6Ngy 7
ce
lql� �o.
�I.
D�
<-
9
-� + N a
/ O Q �?or
ol
m
M
8 1
IM to tf
O as /
P
I RRP 3 a "
M N
x N
SSS z �y
S ► Gl is
� v
m
c
1 C
•7�
00
8 8
=�p
I
m S
as '
mN
xO<
®mti
N�.
Ny
�om
So
=ao "
rsRdl
L°
n
(A
a
S
-� + N a
/ O Q �?or
ol
m
M
8 1
IM to tf
O as /
P
I RRP 3 a "
M N
x N
SSS z �y
S ► Gl is
� v
m
,op 3
I I
m QC
m
P` MI
y Z r "
,1
s`
wz -t -oDb
a a a a ato
rNn �o��oD
a00aaLn ,
ao` ENO
� a -t�oDv
a a a a a JN
7 �
N�
f T
u Ac
m vy
V
U
� N
v+ v
=I
pD a
r m
z
m
aA7 = N ?
M o
O
G)M
d
rm
DZ
_m
00 °
V OD m
OD
O N
�-IroD
e0a0a�n
LA r
I
a
000aatn
NALl�o
to ti
N \
IT
A \
r XZO .a+
=moo ;a K)
\
o ° � O
Gill, o /Jt
° 0 o P no
° om D
A I s SC
14 LA
�~N D 8k2_901
\ \ ems
I
S
\ 9p P •p = i to m
i® / �z zr `a Z
\ \ y l
" > a c
�� \
VA � W o
=�p
sFmrS
m S
mN
xO<
®mti
Ny
rsRdl
,op 3
I I
m QC
m
P` MI
y Z r "
,1
s`
wz -t -oDb
a a a a ato
rNn �o��oD
a00aaLn ,
ao` ENO
� a -t�oDv
a a a a a JN
7 �
N�
f T
u Ac
m vy
V
U
� N
v+ v
=I
pD a
r m
z
m
aA7 = N ?
M o
O
G)M
d
rm
DZ
_m
00 °
V OD m
OD
O N
�-IroD
e0a0a�n
LA r
I
a
000aatn
NALl�o
to ti
N \
IT
A \
r XZO .a+
=moo ;a K)
\
o ° � O
Gill, o /Jt
° 0 o P no
° om D
A I s SC
14 LA
�~N D 8k2_901
\ \ ems
I
S
\ 9p P •p = i to m
i® / �z zr `a Z
\ \ y l
" > a c
�� \
VA � W o
i
31 MA I 2 1 15 14
0
xz
\ f \
O I f A \ sd7 a
N n =m f'
afO
f
- zmo J J Mr ()
O
74 m
rs
N
a n h ' I
ti J M1 m m c..
8 4 �N 0773 sB E � Ul
O Oo, o ]]O tt
v
I ` 1
R�� "9� o r)
N S 20
LaN
s�
-4 lam
/> S RR�° d � ) y w� ➢ �o
_ _
m /
DU P�m� n c�z 24 �m
880 1v
UUE ��v s b / 0 0 2 20 2 O
y °I� o � * 6� � N y tl
c °o
m f Js� < m
ZZ0 O �^ / / Z
N y
...� 0 Zmm / J/ T, W
— 11 -s_— le L Sf'., Sf
Is — �33� �'� /r m
_ �1m Js 1 11
�ntlntlpV]
tlunntln�
rn���oDv
n tl a
7 3i
I
I
1
r w
LY
r
i
� 8
R
w
is
T ° mocsc m
ion � mrnN
i
mo 8 �—
m
ys88 J , I I $; c" R r
v
ra
g" m
l 1
SC � \ Z
A
/ DD \\�2
m V N
��tirOPv
e n a n nV]
8
'
rn�'"'�Dv
n n n a utn
_
SO
g
N N
g° Is
W
g,
LIM
N
v] ,
1
W
�r
1f
=�Z
mm=2
r
�
L
`
P
�annntl�
�
tlntlntltl`
t
- LM
'M
�
Ln
�4Uri
d
Gk
zVf y
� y
z
I
8
'
9
_
SO
g
N N
g° Is
W
g,
2p
0
m0
N
v] ,
1
/
1 1 N
esobey
�� r s PoE �\ —N �t NAD 8 2001
m m CA
m M
8
'
9
_
SO
g
N N
o
E
z
�r
~
=�Z
mm=2
�;a
\
N )\ \
T T i '_1 '�A
00 $ `�" � \
70 70 � � �
� ]l LO
<m
w
m m 5$s
sr
_
SO
g
o
E
z
�r
Z
=�Z
0
0
ab
z
sy
mc
To
I
l
p "