20050189 Ver 2_Application_20091118

BEVERLY EAVES PERDUE
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
November 12, 2009
iktR�ln
l�r�V I P�
2 444v24, NTE 9
CJ
QU
EUGENE A. CONTI, JR.
SECRETARY
Mr. Brian Wrenn I U ` -Z Division of Water Quality o5 _ 0 l
401 /Transportation Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
SUBJECT: Project No. BK- 5121,13ridge #350 Replacement on SR -2120 (Powell Bridge
Road), Iredell County
Dear Mr. Wrenn:
The North Carolina Department of Transportation requests authorization to replace an existing
bridge on SR 2120 (Powell Bridge Road) in Iredell County. NCDOT proposes to replace the two
span timber deck bridge with double 64 -foot long, 12'x 9' RCBC with inlet and outlet headwalls.
Temporary impervious dikes will be utilized in a phased construction sequence to divert the
stream flow during construction. Existing benches will be maintained as much as possible during
culvert construction; however, it is anticipated that up to 50 feet of existing benches upstream
and downstream of the new culvert may be disturbed during culvert construction and impervious
dike construction. Any existing benches disturbed will be reconstructed and new benches
constructed as shown in the enclosed plans and as directed by NCDOT Division 12
Environmental Office. The scope of the work will result in 164 feet of permanent impacts (64
feet of culvert fill & up to 100 feet of floodplain bench construction) to Long Creek, which is
classified as a WS -M watershed by the Division of Water Quality.
The project area is not located within '/z mile of the critical watershed area nor is SR 2120 a rural
or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the hazardous
spill basin checklist.
This office has conducted a GIS and field survey for the project for historical sites and
threatened/endangered species sites. No sites listed on the National Register of Historic Places
are located in the vicinity of the project nor did there appear to be any eligible structures. The
federally listed species for Iredell County (USF,WS listed date January 31, 2008) include the
Dwarf - flowered heartleaf (Hexastylis naniora) and the Bog Turtle (Clemmys muhlenbergii).
The Natural Heritage Program records document the nearest dwarf - flowered heartleaf location
approximately 28.8 miles southwest of the proposed project in Catawba County. The heartleaf is
usually found on dry to moist ravine slopes (usually north facing and of the oak - hickory-pine
Post Office Box 47 Shelby, North Carolina 28151 -0047

Bridge #350, SR 2120, Powell Bridge Road
Page 2
November 12, 2009
forest type) and in boggy areas near springheads. There is no potential habitat within the
proposed project area, and no species were observed. National Heritage Program records
document the nearest bog turtle location approximately 7.7 west of the proposed project area.
Bog turtles are usually found in bogs, marshes, and wet pastures. There is no suitable habitat
located within the project area. The proposed project will have a finding of "no effect" on the
dwarf - flowered heartleaf (Hexastylis naniora) species or bog turtle (Clemmys muhlenbergii).
I have enclosed a pre - construction notification for a NW #14, sketches of planned activities and
location maps relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150462 - 55120005- 42572 -2170
• TIP #: BK -5121
• Project Category: $240.00 Fee
If you have any questions or concerns please feel free to contact me at (704) 480 -9044. Thank you for
your time and consideration on this matter.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth D` ivision
BY:
Trish Simon
Division 12 Environmental Supervisor
Enclosures
cc Polly Lespinasse, Division of Water Quality, Mooresville Regional Office

OaO� W A
o
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version
Pre - Construction Notification PC Form
A. Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ 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
1 e.
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
1f.
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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Bridge #350, SR 2120 (Powell Bridge Road)
2b. County:
Iredell
2c.
Nearest municipality / town:
Statesville
2d. Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state
project no:
BK -5121
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NCDOT Right of Way
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
Mike Holder
4c.
Business name
(if applicable):
N.C. Department of Transportation, Division 12
4d.
Street address:
1710 East Marion Street
4e.
City, state, zip:
Shelby, NC 28151
4f.
Telephone no.:
704- 480 -9020
4g.
Fax no.:
704 -480 -5401
4h.
Email address:
mholder @ncdot.gov
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Trish Simon
5b.
Business name
(if applicable):
N.C. Department of Transportation, Division 12
5c.
Street address:
1710 East Marion Street
5d. City, state, zip:
Shelby, NC 28151
5e.
Telephone no.:
704 - 480 -9044
5f.
Fax no.:
704 - 480 -5401
5g.
Email address:
tsimon @ncdot.gov
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
NA
Latitude: 35.977450 Longitude: -
1 b. Site coordinates (in decimal degrees):
80.751751
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
0.31 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Long Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -III
2c. River basin:
Yadkin
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:
Existing bridge is 2 spans: 1 @ 35' -3 ", 1 @ 30' -3 ", Timber deck on I beams. Landuse is residental. Bridge is on paved
secondary road.
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:
190
3d. Explain the purpose of the proposed project:
To replace a deteriorating 2 -span timber deck bridge for the safety of the traveling public.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT proposes to replace a 2 -span 65 ft long timber deck bridge with a double 12'x 9' RCBC, 64 -foot long with inlet
and outlet headwalls. Fifty foot long floodplain benches will be constructed upstream and downstream of the high flow
culvert cell.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments: Jurisdictional stream determination made by
Division 12 DEO.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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.
USACE Action ID. 200531131, Issued 4/15/2005; DWQ Certification #05 -0189, Issued February 4, 2005. Expired permit
authorized 64 feet of box culvert installation, 40 feet for bankfull bench construction, and 80 feet of temporary impacts
from cofferdam installation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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 T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
El Corps
❑ 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 jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Fill from culvert
construction
Long Branch
® PER
❑ INT
E] Corps
® DWQ
10
64
Upstream and
S2 ® P ❑ T
Downstream
Bench
Long Branch
® PER
❑ INT
® Corps
® DWQ
10
100
Construction
Impervious dike
® PER
® Corps
S3 ❑ P ® T
for phased culvert
Long Branch
INT
DWQ
10
100
construction
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
264
3i. Comments:
Page 5 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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 individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ PEI T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
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 purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. 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 E] Tar-Pamlico E] Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
61 ❑P ❑T
❑Yes
❑ No
❑Yes
B2 ❑P ❑T
❑ No
El Yes
B3 ❑P ❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Culvert cell placement designed to minimize erosion impacts to downstream streambanks and to incorporate into existing
upstream and downstream bankfull benches.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimization of impacts by installing appropriate erosion control measures.
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
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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
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:
linear feet
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.
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

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:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Complies with NCDOT's individual
NPDES permit NCS000250.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ 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 project?
NA
❑ 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
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes No
❑
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. 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)?
1 c. 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 El 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 26 .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 ® No
additional development, which could impact nearby downstream water quality?
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.
The project is classified as a categorical exclusion project which has low potential for cumulative /indirect impacts and will
not result in additional development which could impact water quality.
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.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S. 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
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ 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?
NC Natural Heritage Program database.
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?
No salt marshes, oyster reefs, or seagrass beds in the vicinity of the project.
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?
The State Historic Preservation office reviewed project area for historic properties. Approval obtained April 13/2004,
ER04 -0156.
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:
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM panal number: 3710488000k
J
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 19 County: Tredell Project ID: BK -5121
River Basin: Yadkin Bridge No: 350
Route: SR 2120 Stream: Lona Branch
Water Qualily Criteria:
Stream Crossing Blue Line On USGS
ORW
WSI
WS II,IH OR IV, Crossing Within 0.5mi of W.S. Critical Area
Roadway Criteria:
Route Designation-
Additional Site Information:
Yes No
Arterial Urban tJ P-i
Arterial Rural r
Is a Hazardous Spill Basin Required?
Yes No
Ci
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
Yes No
r
Ci
Ci
R-
R-
66-

Mr. Mike Holder, P.E.
NCDOT Division 12
P.O. Box 47
Shelby, NC 28151
Michael F Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1
t
ppq� � r'rl�J Ii
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Holder:
Alan W. Klimek, P.E. Director
Division of Water Quality
February 4, 2005
DWQ# 05 -0189
Iredell County
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact 104 linear feet (If) (64 for box culvert installation and 40 If for bankfull bench creation and riprap
stabilization) and to temporarily impact 40 If (for temporary cofferdam installation) of Long Branch (a perennial
stream). The impacts are proposed in order to replace the existing, deteriorating bridge with a 64 -foot long
double barrel, concrete box culvert (one culvert for base flow and one culvert for flood flow) as described in
your application received by the Division of Water Quality (DWQ) on February 4, 2005. The location of the
project is State Road 2120 (Powell Bridge Road) in Iredell County. After reviewing your application, we have
determined that this project is covered by Water Quality General Certification Numbers 3404. This certification
corresponds to Nationwide Permits 14 and 33 issued by the U.S. Army Corps of Engineers (USACE). Please
note that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non - Discharge, and Water Supply
Watershed regulations. This approval will expire with the associated 404 permit unless otherwise specified in
the Water Quality Certification.
This approval is valid solely for the purpose and design that you described in your application (unless modified
below). Should your project change, you must notify the DWQ in writing and you may be required to submit a
new application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this approval
to remain valid, you must adhere to the conditions listed in the attached certification and those listed below:
Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of
the streambed by one (1) foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of water and
aquatic life, as well as prevent headcutting of the streams. The design and placement of culverts and other
structures including temporary erosion control measures shall be installed in such a manner that the original
stream profiles are not altered (i.e., the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions (including pattern and profile) are to be maintained above and
below locations of each culvert. The applicant may be required to provide evidence that the equilibrium has
been maintained, if requested in writing by the DWQ.
North Carolina Division of Water Quality 610 East Center Avenue, Suite 301
Internet h2o.enr.state.nc.us Mooresville, NC 28115
An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper
Phone [phone]
Fax [phone]
On No ehCarolina
Naturally

Page 2
2. Since two (2) culverts will be installed, the stream should only flow through one (1) culvert during normal low
flow conditions and through the other culvert above bankfull conditions. The floodplain benches should be
installed to restore the natural channel upon completion of the project. The benches should be constructed of
natural materials for bench stability.
3. Disposal of old bridge material into surface waters is not allowed. Strict adherence to the USACE guidelines
for bridge demolition will be required.
4. Riprap must not interfere with thalweg performance and aquatic life passage during low flow conditions.
5. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual.
The devices shall be maintained on all construction sites, borrow pit sites, and waste pile (spoil)
projects, including contractor -owned or leased borrrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
6. Heavy equipment must be operated from the banks rather than in the stream channel, when possible, in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
7. Temporary dewatering sites must be restored to pre- existing conditions unless more natural geomorphic
conditions can be provided.
8. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
9. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
11. All work shall be performed during low or normal flow conditions.
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited.
13. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.

Page 3
14. The North Carolina Department of Transportation ( NCDOT) and its contractors and /or agents shall not
excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and /or wetlands, except as authorized by this Certification, or any modification to this
Certification (e.g., no work shall occur outside of the footprint of the plans provided).
In addition, there shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this Certification without appropriate modification. If this occurs, compensatory mitigation
may be required since it is a direct impact from road construction activities.
15. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please
include photographs upstream and downstream of the structure to document correct installation.
16. Continuing Compliance. NCDOT shall conduct its activities in a manner consistent with state water quality
standards [including any requirements for compliance with section 303(d) of the Clean Water Act] and any
other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are
not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify
NCDOT and the USACE, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall
be provided to NCDOT in writing, shall be provided to the USACE for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699 -6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704 -663-
1699.
Sincerely,
4e-et
for Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Rob Ridings, DWQ Wetlands Unit
Central Files
File Copy

I'
U.S. ARMY CORPS OIL ENGINEERS
WILMINGTON DISTRICT APR 21 2063
Action ID. 200531131 County: Iredell
USGS Quad: H
IV,
v
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: NC Department of Transportation, Division 12, Attn: M.L. Holder
Address: PO Box 47
Shelby, NC
28151
Telephone No.: 704 - 480 -9020
Size and location of property (water body, road name /number, town, etc.): Bridge No. 350 on SR 2120 (Powell Bridge
Road) over Long Branch, north of Harmony.
Description of projects area and activity: Replace the existing bridge with a double line of 12' x 9' concrete box culvert
with inlet and outlet headwalls at the same location. Place 20 linear feet of rock riprap at the headwalls for scour
protection. Construct floodplain benches to divert low flow through a single culvert. Utilize temporary cofferdams for
culvert installation. Permanent impacts to perennial channel total 64 feet from culvert installation and 40 feet from
streambank riprap. Temporary channel impacts total 80 feet. SPECIAL CONDITION: The permanent, unavoidable
impacts to 64 linear feet of stream channel associated with this project shall be mitigated by NCDOT by providing
128 linear feet of restoration equivalent warm water stream channel in the Yadkin River Basin (Hydrologic
Cataloging Unit 03040102). NCDOT shall provide a plan to the USACE for addressing this mitigation
requirement within 30 days of the date of this permit. It is recommended that NCDOT provide this mitigation in
accordance with the procedures suggested in our letter dated September 1, 2004 from Mr. Ken Jolly to Dr.
Gregory J. Thorpe.
Applicable Law: ❑ Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number: 198200031
Nationwide Permit Numbers:
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and /or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and /or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation. unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Steven Lund at telephone 828 - 271 -7980 x 223.
Corps Regulatory Official: Steven Lund -'' •.r Date: 4/15 /2005
Expiration Date of Verification: 3/18/2007
Page 1 of 2

Bridge #350, SR 2120
Powell Bridge Road
Iredell County

°0 R
� n
m P
N 0~
0 ,;,
N011$7[°H CAROLINA
;v JI - �• r - dir.kor• k
..aP .! ./:1141 ._ w
a, Y- -�' Y _ -_ y 1�1CN -SAC - 'R:: >• .' 1: i - .n 11 •,
-k 4 t� t s� ^ •ttr•' tiar•nn
Ina, 4
1 1 = j►^
JI1i �i„tivti�. r utt..a � r� ' rr•
f� '
Irtl; •�^ �Y
V0 rrcad • "'
(2.} c=m_:•
*' COrC7 Cf Gl�.t:: c y:et+>:,rnC
,-i - /bv, URI '' r n nom
"' - � i �.rn�'•. 'ill ,\;vc, t;;�l '.
_ � r"S +1„1�lara� »t: Tm�l-tTta� _. II I � a +f :rt •" `ti"- rF �!,�
- � S'" ti YCa:anL'� icto ?a »r .y 1r�. a j
ifijy
;, _ j�r,•a � <1 �• r'A'r � fir: \: _ r
NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
VICINITY IREDELL COUNTY
BK -5121
MAP��((�1C` 1i� BRIDGE NO. 350 ON SR 2120
OVER LONG BRANCH
NOT TO SCALE
DATE: 10 -28 -09
SHEET OF OF —I

12 jig 14
it
LL
�sji °yaij� 8� 1'pls�] � •t � �fE� � = � i � � �, v e ® e r
Ei a
i p
loi ouaU."
i ¢
z�
i�t Z
j!E U011
jjj
! m HIM
a
} 1 ii�jl jI
E
a fill I
9 fi
0
F-
Z �E .1-11 s gl� i
3 555 C E
a E
F Ali
E iapas 11�5g
� ipSBpp {g ili € {�
g� fi Ra
1!
eag€ it PIN il'UH
�E A
� a , M112N
1
P
ggr
all
p1 '11 IIJ41 101hil
� =:I�
d�91 �4I3�3�b II��IIpa
4.3iVpg`g I ill i I1l,aSgYa
Pill
b fiA 9 e4 22 MI"
;111, £ 1 !Ijffj� 8 l fi 6L' 5 ; 1� f $ igA6y.E
g ar p {It a Jill :gelm
oil's i
y hill
1 �sd��sy

3113:
■t1 ■EE
■EE1Ei
ffEffE
■pass
■ ■ ■ff1
�3pE
1
tl
SIN
U
mO °m �g 1
minilz r�
ylno NN �
W rv� <v
+ a�o Tm
8 Az r.
�X r
S z yyI
0
A � ^I
8 �±
Zr
Or Elm
zN D xz-
Z= =!x KD
l� 0Oti'
Ov °-��
z
+
8
OX0
0-
~•io
NNC
V D
+ z
8 0
8
�1�C=l:
prRrruuppddpREprrprnAtdrr7ErEt
...
�:
3!!
3!!:!!:!
d........`
!:la:!
®a::33aaam�3aa33�:=
a3aQa:
a3:l
0
m•ovl
a333al
'IrF21
333
:�a3a!l::�3!!:!l:333�33H33s33
D
16
r t.
'
ElEiJIElliiiEEf
o
o'
i1l EpiiniioUESpmUSfEip0ip0itip■Uasr
EIrmom3aa3
•
rrpRY_p.A[1ECSS�
r�rrfplpssl■EfElII'.1EEillIJI
0 11
0
mr+a
+
ssJR
w
JlI
uspi
EEEEEUEEEUasf.Y.:1am"EE
it f111
EE\J-
■p■EESEiiniispaask
.S ,& ;g P $;
N
7 \Yrrili■
0
µ
rippiiiUlEll!!_HNt
asAHEF7E:Jif4Eka11L.
EiiilEllissps
teas
■t
■Il�fdisisEA
Hear
slspiEUpsEisEifsssiEE
siElfES
■ffEff
:x33!!3
:T.3
-p
: 33:.:
lEfdfEf
sssssts■ESppiI"empEE
EEEEfEEEgsomor.
3::::
■fasfgfalfd
3aaooa3"
�'`
■EffA
n::
Oki
!
a333: a° . ■d3:!!:!lt�l:!!!!3::laaHaa_3wi
NUN EMEi
•
pE
El
yr7ppiii"U"
R7r1Eas
,
1pUlEipasli
■asiHA
piiEE
HER
l:FJE
-t4
V. %E
1B:IF°1F�r'JkNlrpuE
J[7i•J[,7[�:.IEiis[JYE■
Oman
dtasplrffffEEflll
EEEiistlif
EEESpas
rE
asfEdEf
+_f
11'..f1■I
11:1•�I
E1111L.E111ffdffUpdC•1
IV
I,l•�fU��OOfp���
■ ■fasdfddsarn:rME
0080
D
3:3T:�:
EEEEElEdElEElEiiEr
■Gi��B�E
8 ,
1iESE
RJii[ir�iSJEiiis�Rp
sflllMRMlrrp
®
■PfasdTlf
®806
rtiiis
r�JasfEfdfEr
vFisWr.A
\■
a�aal
ss
[rtl
33::
3x::::l
a
:::3a:3:a3aal3a�43aa:m�3:m:3:3�
LD
itss
■ss
-0
s
rtl .'!7l�.IMAY:IY:WlrrrrrirpCH.Ir
Rr
dl":Bf17[i
EaNdSJO\fall.lJlsEf4NUE[
7[7[7ss
%7ps
17fgE-jr
■-
7Gprr\lI{{
.ml::!
sJriNrt�
C�EE
!! ■[�
C'1■
tlpasipi•tl
pEip
UtitpEipispESINEU
■ffdddas
7Efdfl.lrarUEEEM7E11ipEJSE
tfJil:'JRJlEErrErlidi
'spsppcpdrasiE�iESS
-
sEpipi[pf7s7iptpsY
'
pi
'f'
o
■fdffd
,e
■SggEt
m
ffs■■
r
C7ssl
fpisiG'iLN[3EN11
spsEE
Eli1ElEaY
1YSG.liFfi
9L3E_11!
.frill
-E61E
pas
"'
dofES
-Em.
J[7r:IC•A
/aJ[9a'Lrp1El3fEtl�iJl
-144
Atsp
■E71NEF7rr
\3F.
EpFiu.'I
: /^
s/IEsEiEsEiEtts
was
qs■
E
asp
Et
iiEgtEE■
fEfdfl
'rfpEEipYfEJJfillEEEElU?i!�7EEp�"Easfsf
OFIE
pdg4EVR7ErufYtfmE[ldll'Pf.
64[
iRYr4l�llilaVlYEipr•lEp1FlY1
1p'"Is
unaYaAurnR.iEUrri:71
E
p
iiE
':J
tEll■
fE■fUglfrYE�
pspir:'iAESfSi■Aptas
ldEE
s
imams
7dsEasiiEispEi
m�:
gEdppr
3e:aea::3:a:aa
1pEffpitlim'
-
■ ■ffE�AfEOEas
ama
- =EUE
•
tEEEiiglEtdEE
".IEr1EEfasE
►AEU
\UEEIEE
ppEppll•spas7.JEdpElldiE�
333:3:7
::83:33'
E
•
E::13mI�O�7
-
-
■pEEUa[pf:lErEifipEE
210001
q3:
:33;;3::
:30::MBEOEH33
Edff
plisilstl'JrlpddlfffdEJEipE
®:
EMENNE
::3:a3ise333
®333
•
iiiisiss[psss7sssEMEEY
ilppolptlpollasEY
313a3:lH'S"U
3l3
=33JfpsEEfi
EEtlasff
spsEissiEErgistsssJSSSSSSSSSEtE,
Effr7ifdfpolfiiasmotl
ffplasi
\tfffEEE
\r7UESES
sp
lUEpippptp
Epf11E1rgmasf.��-NUN
sd•i
-
-__.
EEEi�����ruiEdEEE
o
.7rgdiE\IE
\IEEE
rasps
rlt
YOp■sq
ptEpEia���1
..AUEitasgNi
\as1••fEEEf
EffddE
an OEM
ff1■1tlfEYGggtlp
woliii
llESYUEfEff
p1iEp•asp7
ddf
■p!q�'4fEEfEasf■dsiiasipEpspptl
■OrY
Y:9
\sEiipitl1pEEEmr11sp1dEECtlE
\\7pEEfE�.
1ESfff■pdppElsd
EiiElElpEEYEEESSE
1■ ■E
■lspEL
\tpEi:\sasi
/KJf
/EEr
■t ■E�N�7fEEfE
■l�!�
\Jispi
Ert111tEN3
■
�!
■REEF
tpipsfV'd
p0Slj2EdUp1Ui
VfE-
"-
afEasasEf
fw
iffNl!!llpsppt
manpPofpaa0
_
t�ni.
n.
ntttt�YYYYYYY
■ ■
_aiKU.'i�ao�iEEMENA
w��o�o�u�[itl���
llPfrClEE11YB11p,•.1:.N41
c I
ayugn7op:a.rrP
3113:
■t1 ■EE
■EE1Ei
ffEffE
■pass
■ ■ ■ff1
�3pE
1
tl
SIN
U
mO °m �g 1
minilz r�
ylno NN �
W rv� <v
+ a�o Tm
8 Az r.
�X r
S z yyI
0
A � ^I
8 �±
Zr
Or Elm
zN D xz-
Z= =!x KD
l� 0Oti'
Ov °-��
z
+
8
OX0
0-
~•io
NNC
V D
+ z
8 0
8
prRrruuppddpREprrprnAtdrr7ErEt
...
as........
I -/J5_
d........`
�
3:
a3aQa:
a3:l
0
m•ovl
Caa3tiaHm�33m�a�a5ala�43aal:�F:3
'IrF21
irSfpmpprmrpip•'J,
D
16
r t.
'
ElEiJIElliiiEEf
o
o'
rrI
•
rrpRY_p.A[1ECSS�
r�rrfplpssl■EfElII'.1EEillIJI
0 11
0
mr+a
+
ssJR
w
JlI
uspi
EEEEEUEEEUasf.Y.:1am"EE
it f111
.- z
EI R11tlpAF2
.S ,& ;g P $;
N
7 \Yrrili■
0
µ
iiasilt
rrprrGfr:.
asAHEF7E:Jif4Eka11L.
EiiilEllissps
teas
■t
■Il�fdisisEA
Hear
E1K7Y7r7asiU4ffE1EJL•"UI1r711
siElfES
■ffEff
SSptsEpll•isillr:
7EEppU'lIamoo
m
-p
IYYd
sssssts■ESppiI"empEE
EEEEfEEEgsomor.
Pit
l� /f,
F -ifs
�'`
"
�ss■E■
s!pliEr7sriasEl7
iEE
assspasf
7d•
qUU■■■■
■EpiptJE11�tl1EEasfff
piiEE
■1Ellll•llN•fI•••0•i•N•tnEE
1EII�onasipOEifplasd■
1B:IF°1F�r'JkNlrpuE
J[7i•J[,7[�:.IEiis[JYE■
dtasplrffffEEflll
0 0 2
EEESpas
rE
N••1
+_f
11'..f1■I
11:1•�I
E1111L.E111ffdffUpdC•1
IV
I,l•�fU��OOfp���
�.idiiEilEipiElEMrl.�ipfE
0080
D
Z
■Gi��B�E
8 ,
1iESE
RJii[ir�iSJEiiis�Rp
sflllMRMlrrp
®
3113:
■t1 ■EE
■EE1Ei
ffEffE
■pass
■ ■ ■ff1
�3pE
1
tl
SIN
U
mO °m �g 1
minilz r�
ylno NN �
W rv� <v
+ a�o Tm
8 Az r.
�X r
S z yyI
0
A � ^I
8 �±
Zr
Or Elm
zN D xz-
Z= =!x KD
l� 0Oti'
Ov °-��
z
+
8
OX0
0-
~•io
NNC
V D
+ z
8 0
8
i
x
mmm
°zi'
Z,
o�
00 `\
�iN
prRrruuppddpREprrprnAtdrr7ErEt
...
as........
I -/J5_
d........`
�
3:
a3aQa:
a3:l
0
m•ovl
Caa3tiaHm�33m�a�a5ala�43aal:�F:3
'IrF21
irSfpmpprmrpip•'J,
D
16
r t.
^[f
£�:::3�
-uur
o
o'
rrI
•
rrpRY_p.A[1ECSS�
_� m
0 11
0
mr+a
+
ssJR
w
JlI
uspi
O
C
r •
it f111
.- z
EI R11tlpAF2
.S ,& ;g P $;
N
7 \Yrrili■
0
µ
iiasilt
rrprrGfr:.
asAHEF7E:Jif4Eka11L.
yprCp
:�rCrr
\IIIC•9pasasgggddvplr
E1K7Y7r7asiU4ffE1EJL•"UI1r711
m
-p
4[Yr
Li41
Pit
l� /f,
F -ifs
�'`
"
Esspsl-
unndiasldculasps
s!pliEr7sriasEl7
1pEr
1B:IF°1F�r'JkNlrpuE
J[7i•J[,7[�:.IEiis[JYE■
0
0 0 2
%ilp
rE
1uf■
o
EppsFliplJEFEEEifp!
sstlttl`t7pl11L•1EEips
a
0080
D
Z
M
8 ,
RJii[ir�iSJEiiis�Rp
sflllMRMlrrp
®
® ®i ®
®806
rtiiis
vFisWr.A
\■
if
ss
[rtl
r
EaspsE:ifpiYECIpEYiis
1sspEN.E[plasr=
LD
itss
■ss
-0
s
rtl .'!7l�.IMAY:IY:WlrrrrrirpCH.Ir
Rr
dl":Bf17[i
EaNdSJO\fall.lJlsEf4NUE[
7[7[7ss
%7ps
17fgE-jr
■-
7Gprr\lI{{
U1Fi�m
sJriNrt�
C�EE
!! ■[�
C'1■
1lEEdff[tlfrf7lOUtl:
'spsppcpdrasiE�iESS
-
sEpipi[pf7s7iptpsY
i i
i►
ie
'f'
o
,e
spJEJfJWfAJEpiEYCps\fN1
m
r
C7ssl
fpisiG'iLN[3EN11
spsEE
Eli1ElEaY
1YSG.liFfi
9L3E_11!
.frill
-E61E
pas
"'
B:9r7rir7r
pElJi
J[7r:IC•A
/aJ[9a'Lrp1El3fEtl�iJl
-144
Atsp
■E71NEF7rr
\3F.
EpFiu.'I
was
qs■
`
-
1ppiWStJEG]EJgJIE[WE
rsplpsipYJUpIESpN
1pdtlUasaalUitlsdE
pdg4EVR7ErufYtfmE[ldll'Pf.
64[
iRYr4l�llilaVlYEipr•lEp1FlY1
unaYaAurnR.iEUrri:71
C -1E
G/1
mu:al::lammca�:
lllffasgdkAtlppY1E
�a::�:
m�:
gEdppr
3e:aea::3:a:aa
IEppis'J1p1as.•111A■
:m.::a3�m
ama
rp11i1irpK
".IEr1EEfasE
ppEppll•spas7.JEdpElldiE�
EEEprAEEEpE.�.EasER•JEpp',
-
-
■pEEUa[pf:lErEifipEE
210001
am
Edff
plisilstl'JrlpddlfffdEJEipE
iiiisiss[psss7sssEMEEY
ilppolptlpollasEY
EEtlasff
spsEissiEErgistsssJSSSSSSSSSEtE,
Effr7ifdfpolfiiasmotl
pass
sp
lUEpippptp
MEMO
o
i
x
mmm
°zi'
Z,
o�
00 `\
�iN
I -/J5_
�
e
0
m•ovl
oo
` s
D
16
A
a'N;b •8 :8
o
o'
I;
I.
I
II
I
I
I
I
I
TI
NI
91
N ~
~ O
i I
I,
I
I
I
/3
ON
rN
n /4
�Z
z
nM
�N
-1
z lO
S z S. ;"' g a o
0. u r
pw
a R N ,'-
m:� -
:2
' N :$ m P •.
mm E
' v n •r rt m
N P •6 -
,Z
,E ;u
� o n
pO 'N
& 4
o 0
0
o
2L
_ O
N 3 e
3 ;g e
z.
0
@ = a
� w o
° dada:
o ° 0 0,0,
n
C
r
M
M
In
07
z
D
-I
D
I -/J5_
N
e
0
m•ovl
oo
` s
D
16
A
a'N;b •8 :8
o
o'
rrI
r
Mao
n
0
_� m
0 11
0
mr+a
+
_
:.g < -
w
D Na
�
u
O
C
r •
.- z
N N ;0
.S ,& ;g P $;
N
_
0
µ
J. w
:e yn rn 3 04
n
C
r
M
M
In
07
z
D
-I
D
N
D
o
o'
o
w
D Na
�
u
O
C
r •
.- z
N N ;0
_
0
µ
JJ
N
m
<X
0
0 0 2
: m
=°
o
o or,
a
0080
D
Z
M
8 ,
~ n
°
®
® ®i ®
®806
m
0 w
r
LD
u
-0
-i
N
y
- a
+ C
°
C
i i
i►
ie
'f'
o
p
z
o
m
r
`
o

P, to a w rN w N
3 n n
Dc O 7
z CC
g Ili Z N H m O Z tj
= 3 " no Z m v n 6 ry
D C O A O $ C y O p r O A a
m
m j m r C N N C 3 r N c C ✓ u
0 Z 7.. o
Z m GZ1
2 N N Y ti m p O
a 8 70 y N cn D
3 T Q r v u S
$ y� p Z y Z y F y cn
v y D C) a a
O
v 3 Z
gS 3 Z Z < �ZO Z p
$ v O 7
s �
ao
t�
vv Nam v�^D qol�0(�< 3
�v�3D;'m
vj -• 3 OOO d0 7ID-
0 O
0
"t -0 'n N
-0 O-CD 0p `<D�O OIOn
(DD lx �2_. 7 7 ZS DSO. O 0
p 3 O O N O O G m ID ID 0 SO O O W
ON GOO p+-• jO OO O_
°? n= S��n t0 W O NW *3 cr
~N 0�r 09H 0030 x30 (�
T = =3
O gym 3 °p— ''T(D SH
(D T. m3�' sooa�
�.0
S 09 O uy.0 p02 •fDO3'
O 0 pp- Z•ry3?C�n
cr ws a'� s'Ns'm °'z�
c H o Na o
'n 3N2 �Q o'��C --(D "
q 'om �m mno_o,
O. O <° O O_N�d OF
>r�Hm2'
0000
_ O -• M O -> g C C *_3
3 H cis
onc— �*�p It
m mom? �.° 'SDO °�v3.
o' off 3_.°N
0 Al mm N°o mm, 0 0
y
2 °0 m9• �c -o(DCD,,
Q CN 0:
� S
m
."0
�vo
m �0 ---- -- h�a
Z N Z a o
° m tv 7
O /�
Z 7�O
rD-00r h ©7d
cvo�'�
zv LA m
°z
u e
m W<> pro
° l
;aNn� -
�d® o m 0X o
���o
a n n O Z m
�7
&�
< C CA —I
e m r Guy W Z
-4 M m 0
XhJ
Z Q a + m cn
Z 4 Z mN
N
D Q r
r
X w0
5p �
Z� o ® O
ON
n N a
J r
I I I II
1 wo za
�mm zr o rN -D
z� n °in
f o. T /
�O �i /\
� m
\ Z� �o� oo \ j � 1 �� Q
o
m ° � °o, 0 50`1 i=
9 r p
DE—
om mo �
� X I A
VAII Cl D �
1
Wmm z�
oin
I=
r
�i7n vni
�Z nN
�� JZC=
D-1X
m
N
1
no v o 'po 50!
Boa
9 iv�1
50� '�,�� °
o
L
O x 0
N
i I FA
O O N
00 Z� O:n Am
° �C> 00
�mN o oomo
00 p
O
N�� -° N�
Nm�m
O°
5�
�o
v
=
Z
OXO
°o
�+
O Z
00 3Jm
I
O O
0
°000O
zN oor"m
°° x�N
O �
'III
�°
z
om mo �
� X I A
VAII Cl D �
1
Wmm z�
oin
I=
r
�i7n vni
�Z nN
�� JZC=
D-1X
m
N
1
no v o 'po 50!
Boa
9 iv�1
50� '�,�� °
o
L
O x 0
N
i I FA
O O N
00 Z� O:n Am
° �C> 00
�mN o oomo
00 p
O
N�� -° N�
Nm�m