20061328 Ver 3_401 Application_20080108

~'1~~WS
January 23, 2008
Ms. Cyndi Karoly
NCDWQ 401/Wetlands Unit
2321 Crabtree Boulevard
Raleigh, NC 27604
4
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
o~-- ~ 3 a ~.I v~ 3
P~~~
,.~-~--~
Subject: Pre-Construction Notification Pursuant to Nationwide Permit Nos. 3,12, 13, and
29 and Water Quality Certification Nos. 3687, 3689, 3699, and 3705
Jefferson Capital Improvement Project Phase III
Charlotte, North Carolina
Carolina Wetland Services Project No. 2008-2144
The Jefferson Capital Improvement Project is located in Charlotte, North Carolina at the intersection
of Providence Road, Fairview Road, and Sardis Road (Figure 1, enclosed). The purpose of this
project is to upgrade existing culverts and pipe systems within a residential area in order to alleviate
property flooding. Charlotte Storm Water Services (CSWS) has contracted Carolina Wetland
Services, Inc. (CWS) to provide Section 404/401 permitting services for this project.
Applicant Name: Charlotte Storm Water Services, Isaac J. Hinson
Mailing Address: 600 East Fourth Street, Charlotte, NC 28202
Phone Number of Owner/Applicant: 704-336-4495
Street Address of Project: Carmel Park Drive, Charlotte, NC
Waterway: UT to McAlpine Creek
Basin: Catawba (HU# 03050103)
City: Charlotte
County: Mecklenburg
Decimal Degree Coordinate Location of Project Site:
USGS Quadrangle Name: Charlotte East, NC, 1991
Current Land Use
Q~~r~atir~p
JAN 2 4X008
DEFIii -1~!41cK taUf~l1TY
WET(,ANDS AND STCY~M~1+lATER BRlVrGI
N35.15463°, W80.78739°
The current land use for the project area is residential with maintained lawns and small adjacent
wooded areas. Dominant vegetation within the project area consists of red maple (Ater rubrum), red
oak (Quercus rubra), privet (Ligustrum sinense), English ivy (Hedera helix), multiflora rose
(Rosa multiflora), green catbriar (Smilax rotundifolia), glossy privet (Ligustrum lucidum), and fescue
(Festuca spp). According to the Soil Survey of Mecklenburg County', on-site soils consist of Cecil
sandy clay loam (CeB2 and CeD2), Cecil-Urban land complex (CuB and CuD), Helena sandy loam
(HeB), Helena-Urban land complex (HuB), and Mecklenburg-Urban land complex (MkB). Cecil,
Helena, and Mecklenburg soils are well-drained. Helena soils are also listed on the National Hydric
Soils List2.
Jurisdictional Determination
On January 9 and 14, 2007 CWS's Ron Johnson, PWS, Matt Jenkins, WPIT and Paul Bright investigated
on-site jurisdictional waters of the U.S. using the U.S. Army Corps of Engineers (USAGE) -Routine On-
' United States Department of Agriculture, 1971. Soil Survey of Mecklenburg County, North Carolina.
z NRCS Hydric Soils of North Carolina, December 15, 1995.
NORTH CAROLINA SOUTH CAROLINA
WWW.CWS-INC.NET

January 23, 2008
Ms. Cyndi Karoly
Page 2 of 8
Site Determination Method. This method is defined in the 1987 Corps of Engineers Wetlands
Delineation Manua1.3 There are no jurisdictional wetland areas within the project limits. A Routine On-
Site Data Form representative of non jurisdictional upland areas has been enclosed (DP1). Jurisdictional
waters of the U.S. were classified according to recent North Carolina Division of Water Quality
(NCDWQ)4 and USACE guidance. NCDWQ Stream Classification Forms, USACE Stream Quality
Assessment Worksheets, and USACE Approved Jurisdictional Determination Forms for Streams A - E
are enclosed (SCP1- SCP6).
The results of the on-site field investigation indicate that there are five jurisdictional stream channels
(Streams A - E) and three jurisdictional open water areas (Ponds A - C) located within the project area
(Figure 1, enclosed). On-Site jurisdictional stream channels are classified as Relatively Permanent
Water (RPW). On-Site jurisdictional waters are unnamed tributaries to McAlpine Creek. McAlpine
Creek is within the Catawba River basin (HLJ# 03050103)5 and is classified as "Class C" waters by the
NCDWQ.
Stream A flows southeast across the project area and through several driveway culverts along
Lakeview Drive (Figure 1, enclosed). Stream A was evaluated to be perennial and exhibited a
moderate bed and bank, moderate flow during drought conditions, substrate consisting of silt to small
cobbles, and an average ordinary high water width of 2-4 feet. Biological sampling within Stream A
resulted in a weak presence of amphibians. Perennial Stream A scored 34 out of a possible 100 points
on the USACE Stream Quality Assessment Worksheet and 30.5 out of a possible 71 points on the
NCDWQ Stream Classification Form, indicating perennial status (SCP1, enclosed). Photographs of
Perennial Stream A are enclosed as Photographs A and B.
Stream B flows south across the project area from Timber Lane to Perennial Stream C
(Figure 1, enclosed). Stream B was evaluated to be perennial and exhibited a moderate bed and bank,
moderate flow during drought conditions, moderate headcuts, substrate consisting of silt to small
cobbles, and an average ordinary high water width of 1-3 feet. Biological sampling within Stream B
resulted in a weak presence of amphibians. Perennial Stream B scored 48 out of a possible 100 points
on the USACE Stream Quality Assessment Worksheet and 31.5 out of a possible 71 points on the
NCDWQ Stream Classification Form, indicating perennial status (SCP2, enclosed). Photographs of
Perennial Stream B are enclosed as Photographs C and D.
Stream C is located throughout the central portion of the project area (Figure 1, enclosed). Stream C
was evaluated to be perennial and exhibited a moderate to strong bed and bank, substrate consisting of
silt to large cobbles and bed rock, and an average ordinary high water width of 3-10 feet. Biological
sampling within Stream C resulted in a weak presence of amphibians. Perennial Stream C scored 52
out of a possible 100 points on the USACE Stream Quality Assessment Worksheet and 33.5 out of a
possible 71 points on the NCDWQ Stream Classification Form, indicating perennial status
(SCP3, enclosed). Photographs of Perennial Stream C are enclosed as Photographs E and F.
Stream D flows southwest across the project are to Perennial Stream C (Figure 1, enclosed). Stream
D was evaluated to be unimportant intermittent and exhibited a moderate bed and bank, substrate
consisting of silt to small cobbles, and an average ordinary high water width of 2-3 feet. A portion of
Stream D, downstream of Lansing Drive, is receiving a large amount of storm water runoff from the
pipe system located under Lansing Drive,. USACE Stream Quality Assessment scores for
3 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
a North Carolina Division of Water Quality, 1999. Stream Classification Method. Version 3.1.
' "HU#" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.

January 23, 2008
Ms. Cyndi Karoly
Page 3 of 8
Unimportant Intermittent Stream D ranged from 35 to 36 out of a possible 100 points and ranged from
24.5 to 26 out of a possible 71 points on the NCDWQ Stream Classification Form, indicating
intermittent status (SCP4 and SCP6, enclosed). Photographs of Unimportant Intermittent Stream D
are enclosed as Photographs G and H.
Stream E is located just west of the Lansing Drive -Preston Lane intersection (Figure 1, enclosed).
Stream E was evaluated to be Unimportant Intermittent and exhibited a weak bed and bank, substrate
consisting of silty clay, moderate water as a result of storm runoff, and an average ordinary high water
width of 1-3 feet. Unimportant Intermittent Stream E scored 32 out of a possible 100 points on the
USACE Stream Quality Assessment Worksheet and 19.5 out of a possible 71 points on the NCDWQ
Stream Classification Form, indicating intermittent status (SCPS, enclosed). Photographs of
Unimportant Intermittent Stream E are enclosed as Photographs I and J.
Ponds A -Care located adjacent to Perennial Stream A and are connected through a series of piped
dams (Figure 1, enclosed). These jurisdictional open water areas range in size from approximately 0.3
acre to 0.7 acre in size and are hydrologically connected to Perennial Stream A. A photograph of
Pond A has been enclosed as Photograph A.
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on January 4, 2008 to
determine the presence of any areas of architectural, historic, or archaeological significance that
would be affected by the project. As of the date of this submittal, a response from SHPO has not yet
been received. The project is located in a residential area with homes constructed between 1950 and
1996; the occurrence of any area of architectural, historic, or archaeological significance is unlikely.
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on January 4, 2008
to determine the presence of any federally-listed, candidate endangered, threatened species or critical
habitat located within the project area. In a response letter, dated January 8, 2008 (enclosed), the
NCNHP stated that they have "no record of rare species, significant natural communities, significant
natural heritage areas, or conservation/managed areas at the site nor within a mile of the project area."
Purpose and Need for the Project
Residents in the area southeast of the Providence Road -Sardis Road intersection are experiencing
property flooding and damage as a result of large storm events (see enclosed Drainage Request
Forms). The existing driveway and road culverts are undersized and are allowing for the backup of
water during storm events to the upstream portions of the on-site stream channels. The Jefferson
Capital Improvement Project Phase III is intended to upgrade the existing culverts in order to convey
water downstream and alleviate residential flooding. Furthermore, channel erosion is common
throughout the project area. In-Stream structures and riffle grade controls are proposed for portions of
the project in order to prevent further stream bed erosion and reduce water velocities to downstream
areas. In addition, a large pipe system will be upgraded to better convey storm flows and reduce
flooding.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. Additional impacts in the areas of the proposed culvert and pipe replacements have been

January 23, 2008
Ms. Cyndi Karoly
Page 4 of 8
kept to a minimum and designed based on calculated stream flows. Proposed rip rap aprons were
designed to the minimum length necessary to reduce erosive forces immediately downstream of the
newly placed culverts/pipe systems (see enclosed Dissipater Method calculations). The number of in-
stream structures (step pools) has been minimized to the maximum extent while still allowing for
reduced water velocities to downstream areas and stabilizing existing grades within the channel bed.
In addition, natural/soft bank stabilization measures will be used to the maximum extent practicable to
stabilize eroded and/or reshaped channel segments. A previous iteration of the plans specified
approximately 2581inear feet of permanent erosion control matting along the newly shaped bed and
bank of Stream E, however through a redesign of the plan, the use of this permanent matting has been
reduced to 1391inear as a result of additional riffle grade control features and rock step pools to allow
for a more natural channel bed and banks. The remainder of all stabilized banks within the project
area will be sloped to 1.5:1 or 2:1 slopes, thereby eliminating the need for placement of rip rap at the
toe of the banks and allowing for the use of temporary CF-900 erosion control matting with
bioengineering to stabilize the newly reshaped banks (Construction Plans -Sheets 11 and D-3,
enclosed).
Proposed Impacts to Jurisdictional Waters
Proposed impacts to jurisdictional waters are associated with culvert upgrades and pipe system
replacements. All project activities are .illustrated in the enclosed Construction Plans of Proposed
Jefferson Phase 3 SDIP (Sheets 1-16, D 1-D4, S 1-S5, EC 1-EC 11, U 1-U 11). Proposed impacts under
Nationwide Permit (NWP) No. 3 consist primarily of culvert replacements under roads and driveways.
Many of the replacement culverts will be longer than the existing culverts in order to provide more
shoulder and clear zone for travel safety and to meet Charlotte Department of Transportation
requirements. All new culverts will be buried in accordance with the General and Regional
Conditions of the Nationwide Permits. Secondary temporary impacts associated with culvert
replacement activities will consist of reshaping and stabilizing the channel in the immediate vicinity
(i.e., within 2001inear feet) of the culverts to protect both the channel and the structures. Specific
activities associated with culvert replacements will include: installation of in-stream grade control
structures, installation of rip rap aprons, and channel reshaping and stabilization. A gabion retaining
wall is also being proposed for a portion of Stream C, downstream of the Jefferson Drive culvert
replacement (Construction Plans Sheet 4, enclosed). This structure is intended to replace the existing
concrete wall and deflect flow coming out the newly aligned culvert in order to prevent erosion of the
stream bank from encroaching on the off-site pond, approximately 20 feet from the existing channel.
Proposed impacts to jurisdictional streams under NWP 3 are summarized in Table 1.
Table 1. Proposed Impacts to Jurisdictional Waters of the U.S. under NWP No. 3
~' « - ~ ; Ero used k `': Sheet
Stream ~ Activ~ty~ r~ t~'~' ~;~ *~
` Impacts ~
t~ L 4 ~ ~;' y
1'x]'0.
._
,,
Replace 26 LF RCP at 5930 Lakeview Dr. w/ 24 LF RCBC -2 LF (perm) 13
At 5930 Lakeview Dr., regrade bed and banks downstream of
culvert, install riffle grade control feature, and stabilize banks w/ 18 LF (temp) 13
temporary matting and bioengineering
i
l
P
erenn
a
Stream A Re lace 35 LF RCP at 6014 Lakeview Dr. w/ 32 LF RCBC -3 LF (perm) 13

At 6014 Lakeview Dr., regrade bed and banks downstream of
culvert, install riffle grade control feature, and stabilize banks w/ 18 LF (temp) 13
temporary matting and bioengineering
Re lace 42 LF CMP at Mamolake Rd. w/ 47 LF RCBC 5 LF (perm) 14

January 23, 2008
Ms. Cyndi Karoly
Page 5 of 8
~ ~ropo~ed
~ ~ Sheet
Stream Activity: ~
.>Impacts* No.;

Perennial At Mamolake Rd., regrade bed and banks downstream of culvert
68 LF (temp)

Stream A and stabilize banks w/ temporary matting and bioengineering +
20 LF (perm) 14
insta1120 LF rip rap apron
Perennial Stream A Total 104 LF (temporary)
20 LF ( ermanent
Re lace 48 LF RCP at Mammoth Oaks Dr. w/ 56 LF RCP 8 LF (perm) 15
At Mammoth Oaks Dr., regrade bed and banks upstream and
down of proposed culvert and stabilize banks w/ temporary 70 LF (temp) 15
matting and bioengineering, install rock cross weir features 20 LF (perm)
u stream of ro osed culvert + insta1120 LF ri ra a ron
Re lace 33 LF RCP at 5709 Timber Ln. w/ 36 LF ERCP 3 LF (perm) 16
Perennial At 5709 Timber Ln., regrade bed and banks and install riffle grade
Stream B control features upstream and down of proposed culvert and

stabilize banks w/ temporary matting and bioengineering, install 28 LF (temp) 16
rock cross weir feature u stream of culvert
Re lace 25 LF RCP at 5719 Timber Ln. w/ 30 LF ERCP 5 LF (perm) 16
At 5719 Timber Ln., regrade bed and banks and install riffle grade
control feature downstream of proposed culvert and stabilize 20 LF (temp) 16
banks w/ tem or mattin and bioen ineerin
Perennial Stream B Total 118 LF (temporary)
36 LF ( ermanent)
Replace 61 LF overflow CMP and 41 LF double CMP at
Jefferson Dr. w/ 64 LF three sided culvert 23 LF (perm) 4
At Jefferson Dr., regrade bed and banks upstream and down of the
culvert and stabilize banks w/ temporary matting and
bioengineering, install riffle grade control feature downstream and 111 LF (temp)
53 BF (perm) 4
rock step pool structures upstream of the culvert + insta1153 LF
(53 bank feet) abion retainin wall (ri ht bank onl )
Re lace 80 LF double RCP at Preston Ln. w/ 82 LF RCP 2 LF (perm) 7
Perennial At Preston Ln., regrade bed and banks and install riffle grade
Stream C control features upstream and down of proposed culvert and
stabilize banks w/ temporary matting and bioengineering, install 71 LF (temp) 7
rock cross weir features u stream and down of culvert
Re lace 416 LF CMP at Post Oak Rd. w/ 423 LF RCBC 7 LF (perm) 8
At Post Oak Rd., regrade bed and banks upstream and down of
proposed pipe and stabilize banks w/ temporary matting and
bioengineering, install riffle grade control feature upstream and 37 LF (temp) 8

rock cross weir features upstream and down of pipe + insta1120 20 LF (perm)
LF ri ra a ron downstream of i e
219 LF (temporary)
Perennial Stream C Total 105 LF (permanent)
53 BF ( ermanent)
441 LF (temporary)
Total Perennial Impacts 108 LF (permanent)
53 BF ermanent
Re lace 48 LF CMP at Lansin Dr. w/ 48 LF RCBC 0 LF (perm) 9
Unimportant At Lansing Dr., regrade bed and banks, install riffle grade control
Intermittent features and rock cross weirs upstream and down of the proposed g9 LF (temp) 9
Stream D culvert and stabilize banks w/ temporary matting and
bioen ineerin
Re lace 43 LF RCP at Preston Ln. w/ 48 LF RCP 5 LF (perm) 10

January 23, 2008
Ms. Cyndi Karoly
Page 6 of 8
Stream { r_ 4 ~ ~ ~} rat ` ~~ ~~~ +~~~~
ACt1V1 ,~' oposed s Sleety `
~-- .
'~. ' x ?~,r ~t- °r mpacts'` Nor. .
Unimportant At Preston Ln., regrade bed and banks, install riffle grade control
Intermittent features and rock cross weirs upstream and down of the proposed 56 LF (temp) 10
Stream D culvert and stabilize banks w/ temporary matting and
bioen ineerin
Unimportant Intermittent Stream D Total 145 LF (temporary)
5 LF ( ermanent
Total Intermittent Impacts 145 LF (temporary)
5 LF ermanent
586 LF (temporary)
Total Stream Impacts 113 LF (permanent)
53 BF ermanent
*Proposed Impacts listed as lineaz feet (LF) and bank feet (BF).
Proposed impacts under NWP 12 consist of constructing six new sanitary sewer crossings below the
grade of the channel bed of Streams B, C, and D. All six crossings are located within segments of
channel that are already proposed to be impacted by channel reshaping activities associated with culvert
replacements, and therefore, will not result in additional impacts. Proposed impacts under NWP 12 are
summarized in Table 2.
Table 2. Proposed Impacts to Jurisdictional Waters of the U.S. under NWP No. 12
a~ Streamer zPL tixYr'S*~`~ `' SyIACtIVl~%~~'~#~ 1 '~~ ~"~~~ '~S ~ S e~
~,' ~ . -~
- ,,~ _ f r ~, ~ ~ ~~ .~ _~ ~ t Pacts ; ,~ ~ .~~~~~ .
Perennial Upstream of Mammoth Oaks Dr. culvert, install sanitary sewer NO 15 and
Stream B crossing beneath stream bed within regraded channel segment additional U-~
im acts
Upstream of Jefferson Dr. culvert, install sanitary sewer crossing it 4 and
beneath stream bed within regraded channel segment add
ional U-3
im acts
Perennial Upstream of Preston Ln. culvert, install sanitary sewer crossing it ~ and
Stream C beneath stream bed within regraded channel segment add
ional U-8
im acts
Under the Post Oak Rd. pipe, install sanitary sewer crossing it 8 and
beneath stream bed within piped channel segment add
ional U-11
im acts
Downstream of Lansing Dr. culvert, install sanitary sewer crossing NO 9 and
Unimportant beneath stream bed within regraded channel segment additional U-5
Intermitte
t im acts
n
Stream D Upstream of Preston Ln. culvert, install sanitary sewer crossing it 10 and
beneath stream bed within regraded channel segment add
ional U-9
im acts
Total (Additional) Stream Impacts 0 LF
Proposed impacts under NWP 13 consist of reshaping and stabilizing currently eroded stream banks.
The banks will be stabilized with temporary CF-900 erosion control matting and will be bioengineered.
Proposed impacts under NWP 13 are summarized in Table 3.

January 23, 2008
Ms. Cyndi Karoly
Page7of8
Table '~_ Prnnnced Tmnactc to .Turisdictional Waters of the U.S. under NWP No. 13
Stream^ Activity Proposed
Impacts Sheet
No.
Behind 6100, 6052, and 6042 Lansing Dr., regrade 186 BF of left
Perennial bank and 132 BF of right bank upstream of Perennial Stream A 318 BF 6
Stream C and stabilize w/ temporary matting and bioengineering + install (temp)
tem ora stream crossin for construction access to both banks
Total Stream (Bank Only) Impacts 278 LF (318 BF)
tem orar
Proposed impacts under NWP 29 include channel reshaping and stabilization, and placement of hard
stabilization and grade controls within a jurisdictional stream channel. Anew storm drain pipe is
proposed along Lansing Drive and will discharge adjacent to 5924 Lansing Drive into Unimportant
Intermittent Stream E (Construction Plans -Sheet 11, enclosed). This newly placed pipe will require
approximately 1391inear feet of channel reshaping to allow for continued flows from the existing pipe
under Lansing Drive as well as additional storm water flows from the proposed pipe. Permanent liner is
being proposed to stabilize this newly-shaped portion of Stream E and is necessary to stabilize the
channel from both flows from the existing culvert as well as the from the proposed storm water pipe. A
series of rock step pools and riffle grade control features are proposed for the lower portion of this
channel (approximately 1341inear feet) due to the existing grade and steep drop at the confluence with
Perennial Stream C (Photograph J, enclosed). CSWS is requesting a waiver for the loss of approximately
1391inear feet of impacts to Unimportant Intermittent Stream E in that the channel does not exhibit
"important aquatic functions" and that the "proposed activity will result in minimal individual and
cumulative adverse impacts to the aquatic environment."6 Proposed impacts under NWP 29 are
summarized in Table 4.
Table 4_ Prnnnced Tmnacts to Jurisdictional Waters of the U.S. under NWP No. 29
Proposed Sheet
Stream Activity Impacts No.
Unimportant *North of 5924 Lansing Dr, reshape bed and banks, install riffle 134 LF (temp)
Intermittent grade control features and line channel with permanent liner, 139 LF (perm} 11
Stream E install 8 rock ste ools and 6 LF of ri ra
Unimportant Intermittent Stream D Total 134 LF (temporary)
* 139 LF (permanent)
Total Stream Impacts 134 LF (temporary)
139 LF ermanent
*CS~1rS is requesting a ~~~ai~-er tix the loss of unimportant intermittent stream channel.
Table 5. Summary of Proposed Impacts to Jurisdictional Waters of the U.S.
NWP No. General Activity Impacts
586 LF (temporary)
3 Culvert Extension/ Rip Rap Placement/ Channel Regrading 113 LF (permanent)
53 BF ( ermanent)
12 Sanita Sewer Installation within Re raded Channel 0 LF
13 Stream Bank Regrading/ Bioengineering 278 LF (318 BF)
(tem ora )
29 Channel Regrading & Stabilization 134 LF (temporary)
139 LF ( ermanent)
6 USACE "Final Regional Conditions for Nationwide Permits in the Wilmington District", June 2007.

January 23, 2008
Ms. Cyndi Karoly
Page 8 of 8
On behalf of CSWS, CWS is submitting aPre-Construction Notification Application with attachments in
accordance with Nationwide Permit General Condition No. 27, and pursuant to Nationwide Permit Nos.
3, 12, 13, and 29, and Water Quality Certification Nos. 3687, 3689, 3699, and 3705 (enclosed).
Compensatory Mitigation
Construction of this project has minimized disturbances to the channel bed to the greatest extent
practicable. Most of the proposed impacts involve culvert replacement activities and stream bed
stabilization associated with existing unstable bed slopes. Culvert replacement will greatly reduce
localized flooding and all new culverts (11 total) will be buried to restore and enhance aquatic life
passage throughout the project area.
Furthermore, the proposed stream bed and bank stabilization will reduce erosion and flow velocities.
All stream reshaping activities associated with culvert replacements will be stabilized with temporary
erosion control matting and bioengineering (with native species) and will result in an enhancement to
the dimensions and stability of the stream channel. In addition, 278 linear feet (318 bank feet) of
stream bank stabilization not directly associated with culvert replacements will enhance and stabilize
currently eroding stream banks by laying the banks back and stabilizing with temporary erosion
control matting and bioengineering. All of these activities will result in reduced erosion and will
result in an overall benefit to water quality within and downstream of the project area. CSWS
proposes that these on-site activities and the overall water quality benefit of the project will mitigate
for unavoidable permanent impacts resulting from this project, and therefore, no additional mitigation
is currently being proposed.
Please do not hesitate to contact Isaac Hinson at 704-336-4495 or [e-mail] should
you have anyque~stions or comments regarding these findings.
A~~
J -r"~--"
Isaac J. Hi son Matt .Jenkins, WPIT
Wetland Specialist Project Scientist
Enclosures: USGS 7.5' Charlotte East, NC Topographic Quadrangle.
NRCS Mecklenburg County Soil Survey
Figure 1. Approximate Jurisdictional Boundary Field Map
Figure 2. Proposed Impacts Overview
Request for Jurisdictional Determination Form
Pre-Construction Notification Pursuant to Nationwide Permit Nos. 3, 12, 13, & 29
NCDWQ Stream Classification Forms (SCPl -SCP6)
USACE Stream Quality Assessment Worksheets (SCP1 -SCP6)
Approved Jurisdictional Determination Forms
USACE Routine Wetland Determination Data Form (DP1)
Drainage Request Forms
Dissipater Method Calculations
Representative Photographs (A - J)
Agency Correspondence
Construction Plans of Proposed Jefferson Phase III SDIP (Sheets 1-16, D1-D4, S1-S5,
EC1-EC11, U1-U1l)
cc: Ms. Amanda Jones, U.S. Army Corps of Engineers
Mr. Mark Cantrell, U.S. Fish & Wildlife Service
Z12008~Projects12008-2144 Jefferson Phase III CIP~PertnittingW WP 3,12, 13, 29.doc

Image Courtesy of the U.S. Geological Survey
7.5 Minute Topographic Map Series, Charlotte East Quadrangle, North Carolina, dated 1991.
Approximate Scale 1" = 2000'
Jefferson Capital Improvement Project Phase III
Nationwide Permit Nos 3 12 13 & 29 Proiect No. 2008-2144

Jefferson Capital Improvement Project Phase III
' Nationwide Permit Nos 3 12 13 & 29 Proiect No. 2008-2144
~- / MO HeB v \/ HuB
Ur FIeB e
/~ d' Ce82 ~ ~`""'',
Cu8 \ ,~ CuB CuB I CuB ~.
"r 1 CeD7
f,eB2 P
HeB Q.iD ~
CuD f ~p ~'
y
CeB2 ' ~M 3 CuB
Ur ' ~'
y CeB2 CeB2 ~~
'1 WkE
i ''
i
t ~ j Cu m HeB
/ MkB m CeB2
CeB2
~ '•HeB /
' ~B
o~ 1 ~'
' CeB2 oa
~ CeB2 ~O O
~ Cu8 / CuB `~ Cu8 CuB CuD
Cub Np, Ce82
HeB ` `b
y ~~ pa
Y 1
I ; PA e. -
~G WkD I Cu8 CeD2 ~t 1
CuD e82
~u CPQ~ MeD r "~ l'1%~
MO ee ~' '~~ l y WkB
~-~ Project Boundary o '~•\
Ce82 Ur
eB 2 ;r; p aE
Mk6 Mk8 /
MeD /~ Cu6 CeD2 Hub Ce82
Cu8 /. Cu8
/ 1
~~ CuB a I
'~P~ EnB Q,oa HeB H Me6
~ `e~ ? ~ Cu8
1 ~ CeP~a~~ He8
1 ~ ' Ce62
~ MO Ce82
MkB
F I CeB2 M y
/'~. \ En8 HeB ~ \ ~ J. /
~~~_ Cu6 m \ / CeD2 CuU /
Mk8 e82 `L ~'
C ~
r CeD2 MO ~~ Cu8 Ge0 ~~'
~\ HeB Mk8 \ CuD
`a~ WkE Ce82 V•1KB ~i
1k8 ~_...\ ~ ~ 3o- i
EnB ~ m
Ce82 MO\ ~ CuB ~ ~r WkE
~~~ Cu6 \~ WkB WkD
CeD2
~~O W kB
n /
~ CP~2 , f~ ~~ CeD 2 ~ o
'til %~ Wk8 @ Mk6 G~ eg2
Oe~e CuB j ~ kD
i Ce82 ~'' W
`t ~ \, M kB ~ 2
~ WkE
Ce82 i' ti I Wk WkD MkB Cu8 CeD2\ MO
E
En6 ~
i
MO
9 ~~ CeD2 ' WkE
WkB w .O ~kU cQ ~P.
Ce82 % kB ~ WkE Me8 '` ./
WkE Me8 n /'y/ (~
p• WkD / 1 f
Soil Survey Courtesy of the USDA-NRCS
NRCS Soil Survey of Mecklenburg County, North Carolina, Sheet No. 7, dated 1980.
Approximate Scale 1" = 2000'

~ ! i
C-. ~ .~ ~
~~ ~ i
~'.... / /
~ ~ i
/ ~ ~ ~ ~ ~
~~ ~~ ~ ~ / A ~ ~ ~
',/ ~ _ \
~. ~ ~~ ~
~`
~/ \\~` ~ w ~ z 'O ry m L7 y ~
/ \~ O
\ N O ~
.',,, ~ - / x ~ ~" G~ a
Ll O ~ ,,V~ ~~ ~~ ~ ~ W w ~ Q ~ ~ ~ o ~ ~ 'a N
a > ~ ~
E-. ~ w L ao
~~ ~ ~~
¢w :.: l w ,, O O a ¢ ¢ ~ ~ Z ~ ~ i o u~
~ o
O
w a'
I ~ ~ ~ /^`~ ~ ti a ti w ~ q a w is v~ .~ Q a ~~ ca ~ p"
~.
,.
m z i ~ ~' ~ ~ i ' `~! 'Q U o o ~, .~. ee ~ w ~'
Q o 1 ~ i------° l ~
w U ~ ~ \ '~ w ~ 5 d' a
~` ~/~ x
a ~ ~ I \ - o i a. ~ O a. ~ ~ y s.
W ~'
_ ,- V- W mh
~ / C7
__ _. _. I
~ ~ ~ ~o
_ ~ ~
~ ~ ~ ~ ~ ~ ~ ` ` v i ;
__ ( ~, ~~
y- ~ ~~
~ ~
~ ~ ~~ ~ j~ ~-r.~~ - ~-, ~ ~ ~ ~ -- ---" ~f
~ / \1
t
.,
' '~
-_
~ I
~.
~ i
O 3 y., _ _ ~ ~ A ` /~ ~ / ~ ~ v.
..~ __
FUpa j _ i~ ... W ~ ~\ -_ -
Ca U ~ ~ ~ ~ ~-~~
..
~ Z --
,_„ w ~ i ~, A . , `.~ ~ ~V l~ -~_
I
i-y ~ 'ter- ~ ~ ~ ~ L
/ ~~
I
~ ~ a - ~y~ ~~_ ~ '
I ~ ~ ~ ~,-
_.
O w ~ ~ ~ ` ~ ~' ~ ~ ~----~
/ , ~ ~ _,
T
LS
~ __ _~
t
~... 1 ~-= _- __
i
~ ~
-- \
~/ /~
'~
\ ~ !
~- ~ ~ ~ Q
I
i ~ ~ - , j
__
..
_, _ 1
_ ~; ~
_` - __ _
~_
=,
~~
i ~~
p, _ _ LL ~ ~ i
~~` ~'~i ~ ~ ~ ~ / ~~ `ter ',`,
~ __ __ .
,,
~-
f - -_
k .,
/~
,~ : ~
_- ,
..
.,
`.~
_._
~~ ~ / \
,. ,
- - - - ---
..
\~
__
\,
~~
~\
~.: ~ ..
-_ ~ ~ ~ /
i ~ ~ ,~ ~ i%
,,
~,
/ ____ j ~
~~
\ ~
_ ~_
..
,. ~ ~
~'
~~ ~,
_ ,~
~ ~ ~ ~,
,1~~,.
C~
~ . i _ / ~~ ~
~, ~~ ~ ~_
~ ~
/~
/ ~~ ~ ~.- ~
~~ _
-~
`~ ~
~~Q, ~ ~~
~l
~ .
`~ _
"~`.
~ `~
.,
,-
.~
,.
;, ~ --
,-
--
i --
__
\' ~ ~ _ ~ -
~ ~ , ~~ ~ ~
}„ ~
~ ,
~` ~ ~, c ~
~~ ~ ~ ~~ ~
`-
_..
,~ ~ i
_ ,,
~_ ~~
'v ,~
'~
~ / 9~ ~
~-
--
~ ~ ,,
/ ~ ~----~ 1 1 ~, ~ ~
;l
~~
~ _ ~ ~
~,
~~
~ ~ ~ ~ ;
,~
' ~~ ~ ~ ~ ''
> ". ~. O~
i
v ~
~,
/~
/ ~ -' ~ ~ 5
~,
~ =-- F-- ~ ~ ~ ~ ~ ,, ,~v,~
' ~- ~ L- I d `. ~ i ~ i v~
~~ \
~ ~ '~/
~ ~, , _ .
I -~ ~ Q- I (n ' "'
',
--
~ _ _ ~-~~
.'
_ - ~~ -
-_
%~~~. A
,.
~~,~~ _ ~ d G ~ ~ ~ ~
- i
__ _ ~
_~ ,
..
..
%,~ --~~ o P Pond B , ~~, \ `~ ~ ~~., ,~~°` ~ ~ ~~~~,/
y
,, ~ ~
~ nd \ '
~`\ ~ \~~
~ \ ~
.
~ ~, ~ _, ~~
`.
~ ~
~ ~ ~ ~~
\, \
~_ ~,
~ _
,,\
~~
.,
,,
~ ,
/ ~ ~ ~ ~'
~ ,, ~
' / \ ~ ~ `~
~ ;~
/ ` \ ~ •'
~_ ~ ~ ~ . ~. ~dQ , ~ ~
~~
, ~/
~ a ~•
_ J
/ /~ _
-" ~ ~ ~ ~

~ 500-60-619 ~ON 1~3f'02id 1~3f 02~d 1N3W~n~2idWl ~J`dNl`d~10 W~IOlS E 3S`dHd NOS~i~d
~O ~A~a6 m\i®D0000m~~x* Y fr 0'Y -T
I Y
i qq 1)
;. 3r •i I ' i ^. s s . ~ i ~ II ~ e e i e i i i e ~ ~ .i i e e l ~ t i F OI i ~~ : Z
~'~`s ~ ~ I e I~ a e~- II { j! I I ~~ S ` i I I i 1~ ' ~ I i` e E
~~v l ~ i .I i ~II 1 I -S I i t 1 i I rt-+
~f ~ i ~ ~ ~i ~ I i
Fk.i. " e I e i i i €
IjeM ~ i I I ~ I I I I ~ ~ = t
I ~ ~ j
,f i i i
~,.
i i i t i
! i
. .
,rl
i $
. .
I
i
s
a i
...o ~ j .F 3. i i i ~ i
i - . •a~ -.., ,.v i,~,
I. a~.
.yx
e i ~. .
i
a~
.i
.~:
wi .,,~, .
~ f
i
m ~ "h !'nF
.,I"'"
::}e.,yH" . ,~
c ' ~~r
4.:
i 1 ~•~ , •'~'~[
~'
''~i
m ~-
yy~ 1
i ~
~'~.. .-~ .f`
}.~'n e.~
~N ~
..A
~-~ ~~• 3.
~...~ i
~ I
~. .
~ ~`~>~~ .
a _
.F `~, .~
,~_.
I ~{,.
QI CC o -
~ m -
.G w,~, ..
i N
~,
a m ~
x>
,.y.
m
f
m
m
I, ,
i
~ ~ m m
i i :~!
~ a-
m a
I ~ ~
m O
~~ iP F w $e m ,~ a E ,;~f„
~; > ~ ~ c ` g e ~ t e ~ ~ a
~~._. m i m i i ~~' ~.m c 'R i m c ~ m i~~ c ~~ m m c 'S m i m c y ~ ' W i 0 y., a
C ' o i m ~ ~ c ~ ~ `; a r~ @ G m ~ i q Z` ~ ~ c m ~ ~ m ~ a ~ a a i @ ~ ~ m 2 @ i p @ ~ m° n E ~ m + Z.
o• ~, a. c o ~ ~ c 7_~ ~. ~. ~ m c p ~ i ~ > m Z` =ry p ~ ~ 3 u ~ `a~ ~ ~ a ~, ~.2 a e a ~ F~ E ~ K ~ m > ,.
ti_' ~ ~`y~f ~. 7 Y o@ 0 07! m m i~ cc ~yy > 8. c C c n m t i= m o ~ m c~ 'd > irt- ~,`, w:
~~ ~ C W d U. p U$ m m °c C G~ Y'B .4 ~ W ~ 16~ ~ C m G~' m m .~ m~ L ~"~ 9 `~ O 'Q e~ a R~ O O. 6 G m @ yi~~ W
i$ ~ m N S N '$ F 1-Ii m ~ m~~ i p i@ LL p e~ O y U m e9 U~ K K n. C7 s; y
m i- fi' ~ ~ ~ (9 3 m > > 7 ~ ~ m m t- 3 3 i7 m rn i- w U 7 p ri > ~ ~ .
~ .i p Oe v ~ p'9j o ~ m - ~ m ~ ea m m e>a 5 ° m = ex ~ es em e>t ep ea es ~ es ex ~ °e ~ m ~ ®@ ~ e o ~ ~ $ ~ a Q '° ~ m m ~ ~ m z
Y.7. a _L+ $ c o °m m a. c c a U E `o ~ a c' ,mac c c c c~ c a a a ~~ m x~ ~ m w
R Q g ~, gF
~,. i ~ iL ~ ~ ~ ~ ~ a a ~ ~ ~ ~ iu rmn m F° ti ~: a a u'~ u~ ~ ~ ~ a u~ ~ a ~ a ~ a ~ ~ ~ ~ u~ t~ ~ ~ u~ a ~ u~ a. o ~ ~ ~ ~ ~ ~ a xY ~
JZIY
~3~0
Eo~~
~zz°z
O
0, J0U
~ U ~
a ~
W
O
N
LaL 0.
~ ~ ~
~ s
Z ~,
W o~
~ C.1 0 ~a
~ O p r; ~, ~
a p < o~ ~
a m N
O
! Q ~ ~ m ~ ~-
a a. , Ur ~ ~ 6 z cn
22~
~ Z ~ ¢ ~ N GFQ N c
0- W to Z ~ ((S 'e U d'
xs ~ = V,J ~ a o ~
C7 ~. ~ ~ m Ll. a ~ [n d
~- D ~ j < ~ ~ ai Fie
w~ p ~ ~ ~ Z~
v ~ FZ-' ~ o F ~~ '~
Q- C7 Z
W. L O V z~
W w
C ~ -7 ~ o .
O M O LLa
v w ~ °~ ~
a ~' Z
ZZ
~_
U U
a U @@~
z w d
O K
a
~ y
~ ~
W
W a~
i

~~
_.
2
Z
U
> a
it
C9

z 4

4 <
a
;-~ (~
~~
u~
z~ <
~
;
~~
i~ <

3 <
~
z .s 3~
~

~ <
~
S. ~~
~~
zs

i

~~
~~
~~
~~
~~
~~
~~,
y~~ $
~S;
m~ g
g~
m~
44w
is ~~
~m uj~uj~~pj
ii (2~
Z ~ ~~
~0 o<~
3 4~~p_
ila o<
i$ ~
~ ~~
~`n ~ ~
~~ ~~i
~~

S Y :~ ~ S ~ ~ g ~~ S.
'~ n ~ W
R R. .AI 0-~. Si : 9 I .9 Y C 9
•.
', '..~
r.
6

2
Z
W
U
W
~'
a
a.
Q
00
U
~'~
~

~

EE,

8

U
y-

N

~

~

F

&
W

~

U

U

U

':~,.
LLI ° ° o 0
U a v

.
U
N N ~

m

m
~ m
o
° a y
S ~
m
n.
~ c'
~
U

11
0~

Z
Q
U
O
J
i
N
N
U
c~
Q
N
N
O
Q
O
N
N

~~~
b!
~9
4 ~
4
~~
~ ~:
J :j
3 ~`
' ~ s,
3u~ ~G
a=~
=~v
S
%b~
~$~ .
Z~
O~
~~
~~
~E
~E
3

. ... _ .

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: January 23, 2008
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT 116 acres
PROJECT NAME (if applicable) Jefferson Capital Improvement Project Phase III
PROPERTY OWNER/APPLICANT (name, address and phone):
Chazlotte Storm Water Services
POC: Mr. Isaac J. Hinson, at (704) 336495
600 East Fourth Street
Chazlotte, North Cazolina 28202
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
(X) Project in planning stages
(Type ofproject:CapitalImprovementProject )
( ) No specific development planned at present
( )Project already completed
(Type ofproject: )
ADDITIONAL INFORMATION REQUIl2ED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) USGS 7.5-Minute Charlotte East, NC Topographic Quadrangle
(X) NRCS Mecklenburg County Soil Survey
(X) Approximate Jurisdictional Boundary Field Map (Figure 1)
(X) Proposed Impacts Overview (Figure 2)
(X) Pre-Construction Notification Pursuant to Nationwide Permit Nos.
(X) NCDWQ Stream Classification Forms (SCP 1 -SCP6)
(X) USAGE Stream Quality Assessment Worksheets (SCP1 -SCP6)
(X) Approved Jurisdictional Determination Forms
(X) Routine On-Site Data Form (DP 1)
(X) Drainage Request Forms
(X) Dissipater Method Calculations
(X) Representative Photographs (A - J)
(X) Agency Correspondence
(X) Proposed Impacts (Sheets 1-16, D1-D4, S1-SS, EC1-EC11, Ul-Ul l)
3, 12, 13, and 29
~~~
Signature of'Property Owner or
Authorized Agent
Mr. Isaac J. Hinson

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. O ~ " l 3 a g ~ 3
(li any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
~...
1. Check all of the approval(s) requested for this project: ~ _____._--
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3, 12, 13 and 29 and Water Quality Certification Nos 3687 3689
3699, and 3705
3. If this notification is solely a courtesy copy because written approval for the 40,1 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
o ~~ ~~~ p
II. Applicant Information
1. Owner/Applicant Information JAN 2 4 208
Name: City of Charlotte Storm Water Services, Contact: Mr. Isaac J. Hin~t#e~ ~ ~aeRANl~1
Mailing Address: 600 East Fourth Street y,~r~`
Charlotte, North Carolina 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:___ ihinsonna,ci.charlotte.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
Fax Number:
Page 1 of 11

III. Project Information
Attach a vicinity map clearly showing the location of the property with. respect ~ to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS .Soil Survey with. the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Jefferson Capital Improvement Project Phase III
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):__ N/A (many)
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From downtown Charlotte,
travel south on Interstate 77 (I-77) to Tyvola Road (Exit #5) Turn left on Tyvola Road and
travel approximately 2.6 miles continue straight onto Fairview Road and travel
approximately 3 miles. Turn right onto Providence Road site will be on the left
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.15463 °N 80.78739 °W
6. Property size (acres): 116 acres
7. Name of nearest receiving body of water: McAlpine Creek
8. River Basin: Catawba
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing land use of the project area is residential with
maintained lawns and small adiacent wooded areas
Page 2 of 11

10. Describe the overall project in detail, including the type of equipment to be used: The
purpose of this proiect is to alleviate flooding and erosion issues through culvert replacement
channel reshaping, and stabilization. A trackhoe and typical excavation equipment will be
used for this proiect.
11. Explain the purpose of the proposed work: Residents in the area southeast of the Providence
Road -Sardis Road intersection are experiencing property flooding and damage as a result of
lame storm events (see enclosed Drainage Request Forms) The existing driveway and road
culverts are undersized and are allowing for the backup of water during storm events to the
upstream portions of the on-site stream channels. The Jefferson Capital Improvement Project
Phase III is intended to upgrade the existing culverts in order to convey water downstream
and alleviate residential flooding. Furthermore channel erosion is common throughout the
proiect area. In-Stream structures and riffle grade controls are proposed for portions of the
proiect in order to prevent further stream bed erosion and reduce water velocities to
downstream areas. In addition, a large pipe system will be upgraded to better convey storm
flows and reduce flooding.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Jefferson Phase I: Action ID: SAW-2006-40602-360 (issued 10/6/06)•
DWQ#: 06-1328 (issued 10/13/06), Jefferson Phase II was submitted to the USACE and DWO
on January 8, 2008. This portion of the project is separated from Phase III by a major road
(Providence Road, SR 16) and proposes to construct improvements on a separate drainage
feature but within the same named watershed. Phase III is being considered a separate utility and
construction of this phase is not dependent upon completion of Phase II.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future proiect plans for site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
Page 3 of 11

should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts to jurisdictional
waters are associated with culvert upgrades and pipe system replacements All project
activities are illustrated in the enclosed Construction Plans of Proposed Jefferson Phase 3 SDIP
(Sheets 1-16, D 1-D4, S 1-S 5 EC 1-EC 11 U 1-U 11) Proposed impacts under Nationwide
Permit (NWP) No. 3 consist primarily of culvert replacements under roads and driveways
Many of the replacement culverts will be longer than the existing culverts in order to provide
more shoulder and clear zone for travel safety and to meet Charlotte Department of
Transportation requirements. All new culverts will be buried in accordance with the General
and Regional Conditions of the Nationwide Permits. Secondary temporary impacts associated
with culvert replacement activities will consist of reshaping and stabilizing the channel in the
immediate vicinity (i.e., within 200 linear feet) of the culverts to protect both the channel and
the structures. Specific activities associated with culvert replacements will include•
installation of in-stream grade control structures installation of rip rap aprons and channel
reshaping and stabilization. A gabion retaining wall is also being proposed for a portion of
Stream C, downstream of the Jefferson Drive culvert replacement (Construction Plans Sheet 4
enclosed). This structure is intended to replace the existing concrete wall and deflect flow
coming out the newly aligned culvert in order to prevent erosion of the stream bank from
encroaching on the off-site pond approximately 20 feet from the existing channel Proposed
impacts to jurisdictional streams under NWP 3 are summarized in Table 1
Proposed impacts under NWP 12 consist of constructing six new sanitary sewer crossings
below the grade of the channel bed of Streams B C and D: All six crossings are located
within segments of channel that are already proposed to be impacted by channel reshaping
activities associated with culvert replacements and therefore will not result in additional
impacts. Proposed impacts under NWP 12 are summarized in Table 2.
Proposed impacts under NWP 13 consist of reshaping and stabilizing currently eroded
stream banks. The banks will be stabilized with temporary CF-900 erosion control matting_and
will be bioengineered. Proposed impacts under NWP 13 are summarized in Table 3
Proposed impacts under NWP 29 include channel reshaping and stabilization and
placement of hard stabilization and grade controls within a jurisdictional stream channel A
new storm drain pipe is proposed alon Lansing Drive and will discharge adjacent to 5924
Lansing Drive into Unimportant Intermittent Stream E (Construction Plans -Sheet 11
enclosed). This newly placed pipe will require approximately 139 linear feet of channel
reshaping to allow for continued flows from the existing pipe under Lansing Drive as well as
additional storm water flows from the proposed pipe. Permanent liner is being proposed to
stabilize this newly-shaped portion of Stream E and is necessary to stabilize the channel from
both flows from the existing culvert as well as the from the proposed storm water pipe A
series of rock step pools and riffle grade control features are proposed for the lower portion of
this channel (approximately 134 linear feet) due to the existing grade and steep drop at the
confluence with Perennial Stream C (Photograph J enclosed) CSWS is requesting a waiver
for the loss of approximately 139 linear feet of impacts to Unimportant Intermittent Stream E
in that the channel does not exhibit "important aquatic functions" and that the "proposed
Page 4 of 11

activity will result in minimal individual and cumulative adverse impacts to the actuatic
environment."1 Proposed impacts under NWP 29 are summarized in Table 4
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
N/A
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Im acts under nationwide Permit ~id.3
Average
Stream Impact
perennial or Stream Impact Area of
Number Stream Name Type of Impact Width Length Impact
(indicate on map) Intermittent? Before (linear feet) (acres)
Impact
Stream A ~' to McAlpine Culvert perennial 2-4' 0 if 0
000
Creek Replacement .
Stream A UT to McAlpine
Creek ~p Rap Perennial 2-4' 20 if 0.001
Stream A UT to McAlpine Bed & Bank perennial 2-4' 104 lf* 0
007
Creek Reshaping* (temp) .
Stream A ~' to McAlpine Soft Stabilization* perennial 2-4' 104 lf* 0
007
Creek (temp) .
Stream B UT to McAlpine Culvert perennial 1-3' 16 if 0
001
Creek Replacement .
Stream B UT to McAlpine
Creek ~p Rap Perennial 1-3' 20 if 0.001
Stream B UT to McAlpine Bed & Bank perennial 1-3' 118 if t 004
0
Creek Reshaping t (temp) .
Stream B UT to McAlpine Soft Stabilization t perennial 1-3' 118 if t 0
004
Creek (temp) .
Stream C UT to McAlpine
Creek Culvert
Replacement perennial 3-10' 32 if 0.005
Stream C UT to McAlpine
Creek Rip Rap Apron Perennial 3-10' 201f 0.003
' USACE "Final Regional Conditions for Nationwide Permits in the Wilmington District", June 2007.
Page 5 of 11

Stream C UT to McAlpine Gabion Wall Perennial 3-10' S3 if 0
000
Creek (53 bf) .
Stream C ~' to McAlpine
Creek Bed & Bank
Reshaping ~ (temp) perennial 3-10' 219 if ~ 0.033
Stream C UT to McAlpine Soft Stabilization ~ perennial 3-10' 219 if # 0
033
Creek (temp) .
Stream D UT to McAlpine Culvert Unimportant 2-3' S if 0
001
Creek Replacement Intermittent .
Stream D UT to McAlpine Bed & Bank Unimportant 2-3' 145 if £ 0
008
Creek Reshaping £ (temp) Intermittent .

Stream D UT to McAlpine Soft Stabilization £ Unimportant
2-3
145 if £
0
008
Creek (temp) Intermittent .
586 if (temp)
Total Stream Impact (by length and acreage) 113 if (perm) 0.064
53 bf (perm)
*t~£ Indicates coinciding impacts.
Irnuactsunder~~ation~ti~idePermitNo.12 I
Average
Stream Impact
Perennial or Stream Impact Area of
Number Stream Name Type of Impact Width Length Impact

(indicate on map) Intermittent?
Before
(linear feet)
(acres)
Impact
Stream A UT to McAlpine Utility Crossing Perennial 2-4' 0 if 0.000
Creek
Stream B UT to McAlpine Utility Crossings Perennial 1-3' 0 if 0.000
Creek

Stream D UT to McAlpine
Utility Crossing Unimportant
2-3'
O if
0.000
Creek Intermittent
Total Stream Impact (by length and acreage) 0 if 0.000
Im acts under ~iationwidePermit o. f3' -
Average Impact
Stream Impact
Perennial or Stream
Length Area of
Number Stream Name Type of Impact
Intermittent? Width
(linear feet) Impact
(indicate on map) Before
(bank feet) (acres)
Impact

Stream C UT to McAlpine Soft Bank
Stabilization
Perennial
3-10' 278 if
000
0
Creek (temp) (318 bf) .
278 if
Total Stream Impact (by length and acreage) (318 bf) 0.000
(temp)
[~~ acts under ~Iafianrvide Permit Yo.29
Average
Stream Impact
Perennial or Stream Impact Area of
Number Stream Name Type of Impact
Intermittent? Width Length Impact
(indicate on map) Before (linear feet) (acres)
Impact
Stream E UT to McAlpine Bed & Bank Unimportant 1-3' 143 if 0
009
Creek Reshaping (temp) Intermittent .
Page 6 of 11

Stream E UT to McAlpine Hard Stabilization Unimportant 1-3' 139 If 0
009
Creek Intermittent .
Total Stream Im act b len th and acrea e
P (Y g g) 143 if (temp)
0
009
1391f (perm) .
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Numb
Name of Waterbody Type of Waterbody Area of
er

(indicate on map)
(if applicable) T e of Im act
~ p lake and es
( ,1? teary, sound, bay,
Impact
ocean, etc.) (acres)

N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Watery of the I T C rPe„tt;,,Q fi-n,,, rhP nr~iar~•
_
Stream Impact (acres): _- _ r__J ___
0.073 acre
Wetland Impact (acres): 0.00 acre
Open Water Impact (acres): 0.00 acre
Total Impact to Waters of the U.S. (acres) 0.073 acre
Total Stream Impact (linear feet): 9981f (temp)
2521f (perm)
53 bf (perm)
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, imgation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
Page 7 of 11

financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Impacts to on-site
jurisdictional waters of the U.S. have been reduced to the maximum extent practicable
Additional impacts in the areas of the proposed culvert and pipe replacements have been kept to
a minimum and designed based on calculated stream flows Proposed rip rap aprons were
designed to the minimum length necessary to reduce erosive forces immediately downstream of
the newly placed culverts/pipe systems (see enclosed Dissipater Method calculations) The
number of in-stream structures (step pools) has been minimized to the maximum extent while
still allowing for reduced water velocities to downstream areas and stabilizing existing_grades
within the channel bed. In addition, natural/soft bank stabilization measures will be used to the
maximum extent practicable to stabilize eroded and/or reshaped channel segments A previous
iteration of the plans specified approximately 258 linear feet of permanent erosion control
matting along the newly shaped bed and bank of Stream E however through a redesign of the
plan, the use of this permanent matting has been reduced to 139 linear as a result of additional
riffle grade control features and rock step pools to allow for a more natural channel bed and
banks. The remainder of all stabilized banks within the project area will be sloped to 1 5.1 or 2.1
slopes, thereby eliminating the need for placement of rip rap at the toe of the banks and allowing
for the use of temporary CF-900 erosion control matting with bioengineering to stabilize the
newly reshaped banks (Construction Plans -Sheets 11 and D-3 enclosed)
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2 0. enr.state.nc. us/ncwetlands/strmgide.html.
Page 8 of 11

Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Construction of this protect has minimized disturbances to the channel bed to the greatest
extent practicable. Most of the proposed impacts involve culvert replacement activities and
stream bed stabilization associated with existing unstable bed slopes Culvert replacement
will greatly reduce localized flooding and all new culverts (11 total) will be buried to restore
and enhance aquatic life passage throughout the protect area
Furthermore, the proposed stream bed and bank stabilization will reduce erosion and flow
velocities. All stream reshaping activities associated with culvert replacements will be
stabilized with temporary erosion control matting and bioen~ineerin~ (with native species)
and will result in an enhancement to the dimensions and stability of the stream channel In
addition, 278 linear feet (318 bank feet) of stream bank stabilization not directly associated
with culvert replacements will enhance and stabilize currently eroding stream banks by
laying the banks back and stabilizing with temporary erosion control matting and
bioen~ineerin~. All of these activities will result in reduced erosion and will result in an
overall benefit to water Quality within and downstream of the protect area CSWS proposes
that these on-site activities and the overall water quality benefit of the protect will mitigate
for unavoidable permanent impacts resulting from this protect and therefore no additional
mitigation is currently being proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 9 of 11

Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
gone i extends out SU teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Sources of nearby impervious cover include
roads, driveways, and rooftops. This project will not cause an increase in the impervious
coverage of the project area.
Page 10 of 11

XII. Sewage Disposal (required by DWQ)
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is located within an existing residential area. No future development is scheduled as a
result of the completion of this project.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following receipt of the appropriate permits
~-
r
1 /23/08
App~icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 01/09/2008 Project: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: MLJ & PAB site: SCPl Longitude: W80.78665°
Total Points: Other Perennial Stream A
Stream is at feast internnffenf County:
if>_ 19 or erenniafif? 30 O. O Mecklenbur e.g. Quad Name:
A. Geomor holo (Subtotal = 14.0 } Absent Weak Moderaite Strong
1 a. Continuous bed and bank 2,0 0 1 2 3
2. Sinuosity l,p 0 1 2 3
3. In-channel structure: riffle-pool sequence l,p 0 1 2 3
4. Soil texture or stream substrate sorting 2,0 0 1 2 3
5. Active/relic floodplain 2,0 0 1 2 3
6. Depositional bars or benches l,p 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits l,p 0 1 2 3
9 a Natural levees l,p 0 1 2 3
10. Headcuts 1.0 0 1 2 3
11. Grade controls 1.0 0 0.5 1 1.5
12. Natural valley or drainage+~ray l,p 0 0.5 1 1.5
13. Second or greater order channel on existina
USGS or MRCS map or other documented
evidence.

0.0
No = 0
Yes = 3
[man-mane a[[cnes are no[ rates; see aiscuss[ons in manual
B. Hvdroloav (Subtotal = 9.0 1
14. Groundwater flav~ddischarge 3.0 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel --dry or growing season
2.0 0 1 2 3
16. Leaflitter 1.5 1-5 1 0.5 0
17. Sediment on plants or debris 0,5 0 0.5 1 1.5
18. organic debris lines.or piles (Vlfrack lines) 0.5 0 0.5 1 1.5
19. Hydric soils {redoximorphic features) present?l,s No = 0 Yes = 1.5
C. Bioloav (Subtotal = 7.50 1
20 . Fibrous roots in channel 3.0 3 2 1 0
21 . Rooted plants in channel 3,0 3 2 1 0
22. Crayfish p,Q 0 0.5 1 1.5
23. Bivalves Q,p 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.5 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) Q,Q 0 0.5 1 1.5
27. Filamentous algae: periphyton 1.0 0 1 2 3
28. Iron oxidizing baderiatfungus. 0.0 0 0.5 1 1.5
29b. Wetland plants in streambed 0.00 FAC = 0.5: FAGW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
~«~ ~~~ ~~ anu ~ ~ ww~ cm use presence or upiana plants, item za T°cuses on the presence of aquatic or wetland plants.
Sketch:
Ndes: (use back side of this form for additional notes.)
Receiving groundwater from adjacent pond. Gleyed soils.
e s aman ers.

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 01/09/2008 Project: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: ML J & PAB Site: SCP2 Longitude: W80.78665°
Total Points: Other Perennial Stream B
Stream is at least interrnitfenf 2 1 50 county: Meeklenbur
if? 19 or erennialif? 30 J e.g. QuadiVame:
- -
A. Geomoraholoav fSubtotal = 1F_0 1 Absent -Weak Rilnriarat,A Strnnn I
1 a. Continuous bed and bank 2,0 0 1 2 3 v
2. Sinuosity l,p 0 1 2 3
3. In-channel structure: riffle-pool sequence 2,0 0 1 2 3
4. Soil texture or stream substrate sorting 2,0 0 1 2 3
5. Active/relic floodplain 1.0 0 1 2 3
6. Depositional bars or benches l,p 0 1 2 3
7. Braided channel p,p 0 1 2 3
8. Recent alluvial deposits 2,0 0 1 2 3
9 a Natural levees 1.0 0 1 2 3
10. Headcuts 2,0 0 1 2 3
11. Grade controls 1.0 0 0.5 1 1.5
12. Natural valley or drainagewray l,p 0 0.5 1 1.5
13. Second or greater order channel on existina
USGS ar NRCS map or other documented
evidence.

0.0
Na = 0
Yes = 3
mcn-Inauc uncles are nol ~aie~; See OISCUSSI°nS In nlanUal
B. Hvdroloav fSut7tntal = R_0 ~
14. Groundwater flov~ddischarge 2.0 0 1 2 3
15. Water in channel and ~ 48 hrs since rain, or
Water in channel -- dr or growing season
2.0 0 1 2 3
16. Leaflitter l,p 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 0 0.5 1 1.5
18. organic debris lines or piles (Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?1.5 No = 0 Yes = 1.5
C. Bioloav (Subtotal = 7.50 1
20 . Fibrous roots in channel 3.0 3 2 1 0
21 . Rooted plants in channel 3,0 3 2 1 0
22. Crayfish p,p 0 0.5 1 1.5
23. Bivalves 0.0 D 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.5 0 0.5 1 1.S
26. Macrobenthos f_note diversity and abundance) 0.0 0 0.5 1 1.5
27. Filamen~us algae; periphyton 1.0 0 1 2 3
28. Iron oxidizing bacteria fungus. 0.0 0 0.5 1 1.5
29 b. Wetland plants in streambed 0.00 FAC = 0.5: FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
IlCll1~ LV d11U L I locus on cne presence ar uplana plants, item z'J focuses or1 the presence of aquatic a+metland plants.
Sketch:
Notes: fuse back side of this form for additional notes.]
Weak presence salamanders/aquatic snails.

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 01/09/2008 Pr°~ect: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: MLJ & PAB site: SCP3 Longitude: W80.78665°
Total Points: other Perennial Stream C
Stream is at Least rnterrnitfenf C°Unty:
if? 49 or erennial if>_ 30 ~ O Mecklenbur e.g. Quad Name:
A. Geomor hold -
(Subtotal - 17.0 7
Absent
11U~ak -
Moderate _-
Strong
13. Continuous bed and bank 2,0 0 1 2 3
2. Sinuosity 2,0 0 1 2 3
3. In-channel structure: riffle-pool sequence 2,0 0 1 2 3
4. Soil texture or stream substrate sorting 2,0 0 1 2 3
5. Active/relic floodplain 2.0 0 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1 2 3
9 a Natural levees l,p 0 1 2 3
10. Headcuts 2,0 0 1 2 3
11. Grade controls 1,0 D 0.5 1 1.5
12. Natural valley or drainagev~ray l,p 0 0.5 1 1.5
13. Second or greater order channel on existina
USGS ar N RCS map or other documented
evidence.

0.0
Na
= 0
Yes = 3
swan-mace a¢cnes are nor rated; see discussions in manual
B. Hvdroloav (Subtotal = R_5 ~
14. Groundwater floVddischarge 2.0 0 1 2 3
15. Water in channel and y 48 hrs since rain, or
Water in channel -- dry or growing season
2.0 0 1 2 3
16. Leaflitter 1.0 1-5 1 0.5 0
17. Sediment on plants or debris 1.0 0 0.5 1 1.5
18. organic debris lines or piles (Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils {redoximorphic features) present?1,5 No = 0 Yes = 1.S
C. Bioloav (Subtotal = R_00 1
20 . Fibrous roots in channel 3.0 3 2 1 0
21 . Rooted plants in channel 3,0 3 2 1 0
22. Crayfish 0.0 0 0.5 1 1.5
23. Bivalves 0.0 D 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.5 0 0.5 1 1.5
26. Macrobenthos (Hate diversity and abundance} Q,Q 0 0.5 1 1.5
27. Filamentiaus algae: periphyton 1.0 0 1 2 3
28. Iron oxidizing bacteriatfungus. 0.5 0 0.5 1 1.5
29 b. Wetland plants in streambed
,. 0.00 FAC = 0.5: FAGW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
~~~~ ~~~ ~~ a~~~ ~ ~ wwa em uie presence or upiana plants, item za rocuses on the presence of aquatic or ~,uetland plants.
Sketch:
Notes: fuse back side of this form for additional notes,)

North Carolina Division of Water Quality -Stream Identification Form; ~lersion 3.1
Date: 01/09/2008 Project: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: MLJ & PAB site: SCP4 Longitude: W8O.78665°
Total Points: Other Unimportant Intermittent
Stream is at least interntitfenf 24 50 county: Mecklenbur
if? 49 or erenniaiif? 30 e.g. Quad~Vame: Stream D
- -
A. Geomoraholoav (Subtotal = 13.5 ~ Absent T weak ~ MaderatP Strnnn 1
1 ~. Continuous bed and bank 2,0 0 1 2 3
2. Sinuosity 1,0 0 1 2 3
3. In-channel structure: riffle-pool sequence 2,0 0 1 2 3
4. Soil texture or stream substrate sorting 2,0 0 1 2 3
5. Active/relic floodplain 2,0 0 1 2 3
6. Depositional bars or benches 1,0 0 1 2 3
7. Braided channel 0,0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1 2 3
9 a Natural levees 0.0 0 1 2 3
10. Headcuts 1,0 0 1 2 3
11. Grade controls 0,5 0 0.5 1 1.5
12. Natural valley or d rainagev~ray 1,0 0 0.5 1 1.5
13. Second ar greater order channel on existin4
USGS or NRCS map or other documented
evidence.

0.0
No = 0
Yes = 3
roran-inauc unarc5 arc nor rel[eU; She ^ISCUSSIOnS In fTlanUal
B_ Hvdroloav (Subtotal = 5.0 1
14. Groundwater flo~rddischarge 1.0 D 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season
0.0 0 1 2 3
16. Leaflitter 1.0 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?1.5 No = 0 Yes = 1.5
C. Bioloav (Subtotal = 6.00 1
20 . Fibrous roots in channel 3.0 3 2 1 0
21 . Rooted plants in channel 3.0 3 2 1 0
22. Crayfish 0,0 0 0.5 1 1.5
23. Bivalves 0.0 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.0 D 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0,0 0 0.5 1 1.5
27. Filamentous algae: periphyton 0.0 0 1 2 3
28. Iron oxidizing bacteriatfungus. O.Q 0 0.5 1 1.5
29 b. Wetland plants in streambed 0.00 FAC = 0.5; FAGW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
unnr~ ~~ auu ~ ~ rocus on me presence or uplana plants, item zy rocuses on the presence of aquatic or wetland plants.
Sketch:
Notes: fuse back side of this form for additional notes~j

North .Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 01/14/2007 Project: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: MLJ & PAB site: SCPS Longitude: W80.78665°
Total Points: Other Unimportant Intermittent
Stream rs at least inferntitfenf 19 50 County: Mecklenbur
if? 18 or erenniaf if? 30 . e.g. Quad Name: Stream E
A. Geomorpholo (subtotal = 9.0 ) Absent Weak M
oderate
Strong.
1 ~. Continuous bed and bank 1,0 0 1 2 3
2. Sinuosity 1,0 0 1 2 3
3. In-channel structure: riffle-pool sequence 1,0 0 1 2 3
4. Soil texture or stream substrate sorting 1,0 0 1 2 3
5. Activelrelicfloodplain 1.0 0 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0,0 0 1 2 3
8. Recent alluvial deposits l,p 0 1 2 3
9 a Natural levees 0,0 0 1 2 3
10. Headcuts 1,0 0 1 2 3
11. Grade controls 0.5 0 0.5 1 1.5
12. Natural valley or drainage~rray 0,5 0 0.8 1 1.5
13. Second or greater order channel an existing
USGS or NRCS map or other documented
evidence.

0.0
No
= 0
Yes = 3
man-rrruae unaies are no[ rates; see aISCUSSI°nS In manual
B H~droloa~ (Suhtntal = 5.5 1
14. Groundwater flav~~ldischarge 1.0 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel --dry or growing season
2.0 0 1 2 3
16. Leaflitter 1.5 1.5 1 O.S 0
17. Sediment on plants or debris 0.5 0 0.5 1 1.5
18. organic debris lines or piles (Wrack lines) 0.5 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?0,0 No = 0 Yes = 1.5
C. Bioloav (Subtotal = 5.00 1
20 . Fibrous roots in channel 3,0 3 2 1 0
21 . Rooted plants in channel 2.0 3 2 1 0
22. Crayfish 0,0 0 0.5 1 1.5
23. Bivalves Q,Q 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.0 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0,0 0 0.5 1 1.5
27. Filamentous algae; periphyton 0.0 0 1 2 3
28. Iron oxidizing bacteriatfungus. 0.0 0 0.5 1 1.S
29 b. Wetland plants in streambed 0.00 FAC = 0.5; FACW = 0.75; flBL = 1.5 SAV = 2.0; Other = 0
nuns ~~ ana t i rocus on one presence or upiana plants, item zy tocuses on the presence of aquatic or wetland plants.
Sketch:
Notes: fuse hack side of this form for additional notes.)
Water remaining from stormwater runoff; clay substrate

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 01/14/2007 Project: Jefferson Phase III CIP Latitude: N35.15463°
Evaluator: ML J & PAB Site: SCP6 Longitude: W80.78665°
Total Points: Other Unimportant Intermittent
Stream rs at feast internattenf ~ L oo county: Mecklenbur
if? 19 or erennialif? 30 e.g. Quad Name: Stream D
A. Geomor holo (Subtotal = 13.0 ] Absent Weak Moderate Strang
13. Continuous bed and bank Z.Q 0 1 2 3
2. Sinuosity Q,Q 0 1 2 3
3. In-channel structure: riffle-pool sequence 1.0 0 1 2 3
4. Soil texture or stream substrate sorting 2,0 0 1 2 3
5. Active/relicffoodplain 1.0 0 1 2 3
6. Depositional bars or benches 2.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits l,Q 0 1 2 3
9 a Natural levees Q,Q 0 1 2 3
10. Headcuts 2.Q 0 1 2 3
11. Grade controls 1.0 D 0.5 1 1.5
12. Natural valley or drainageNray l,Q 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence.

0.0
No = 0
Yes = 3
avian-inane uncues are no[ raCea; see aiscussions in rnanuai
B. H~droloav (Sut7tatal = 7.0 ~
14. Groundwater floNddischarge 1.0 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season
2.0 0 1 2 3
16. Leaflitter 1,5 1.5 1 0.5 0
17. Sediment on plants or debris Q,$ 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) Q.$ 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?l,$ No = 0 Yes = 1.5
C. Bioloav tSubtotal = 6.00 1
20 . Fibrous roots in channel 3.0 3 2 1 0
21 . Rooted plants in channel 3.0 3 2 1 0
22. Crayfish Q,Q 0 0.5 1 1.5
23. Bivalves 0.0 0 1 2 3
24. Fish Q,Q 0 0.5 1 1.5
25. Amphibians 0.0 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) Q,Q 0 ^.5 1 1.5
27. Filamentous algae: periphyton 0.0 0 1 2 3
28. Iron oxidizing bacteriaffungus. 0.0 0 0.5 1 1.5
29 b Wetland plants in streambed 0.00 FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
ILCI11~ LV a11U L I locus on me presence or upiana plants, item ly focuses On the presence of aquatic or wetland plants.
Sketch:
Notes: fuse back side of this form for additional notes,)
Channel banks are lined with concrete downstream of
ansing ve. anne is receiving stormwater runo om
d"~

~ OFFICE USE ONLY: USACE AID# DWQ # ~~D ~ g 3
SCP1-Perennial Stream A
,,, ; STREAM. QUALITY ASSESSMENT WORKSHEET ~'` E ~ ~~
1. Applicant's Name: CSWS 2. Evaluator's Name: Matt Jenkins and Paul Bright
3. Date of Evaluation: 1/9/08 4. Time of Evaluation: 1:30 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 50 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1,000 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Tyvola Road (Exit #5). Turn left on Tyvola Road and travel approximately 2.6 miles, continue straight onto Fairview Road
and travel approximately 3.2 miles. Turn right onto Providence Road, site will be on the left.
12. Site Coordinates (if known): N35.15463°. W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in past 48 hours (drought conditions)
15. Site conditions at time of visit: 70 degrees, sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? ICES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 90 % Residential _% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared /Logged _% Other
21. Bankfizll Width: 2-4' 22. Bank Height (from bed to top of bank): 1-3'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (> 10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 34 Comments:
Evaluator's

This channel evaluation fors intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please ca11 9 1 9-876-844 1 x 26.

r^ 1 1 ~ ~
STREAM QUALITY ASSESSMENT WORKSHEET
SCP1-Perennial Stream A
* These characteristics are not assessed in coastal streams.

I OFFICE USE ONLY: USACE AID# DWQ #
SCP2 -Perennial Stream B
~ ~ ; STREAM QUALITY ASSESSMENT WORKSHEET
1..Applicant's Name: CSWS 2. Evaluator's Name: Matt Jenkins and Paul Bright
3. Date of Evaluation: 1/9/08 4. Time of Evaluation: 2:30 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 30 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1,000 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Twola Road (Exit #5). Turn left on Twola Road and travel approximately 2.6 miles, continue straight onto Fairview Road
and travel approximately 3.2 miles. Turn right onto Providence Road, site will be on the left.
12. Site Coordinates (if known): N35.15463° W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in past 48 hours (drought conditions)
15. Site conditions at time of visit: 70 degrees. sunn
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17: Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. oes channel appear on USDA Soil Survey? YES' NO
20. Estimated Watershed Land Use: 90 % Residential _% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared /Logged _% Other
21. Bankfull Width: 1-3' 22. Bank Height (from bed to top of bank): 2-3'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. 'The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 48 Comments:
Evaluator's
/9,
This channel evaluation for , s~intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data requir d by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please ca11919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP2 -Perennial Stream B
* "These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #
SCP3 -Perennial Stream C
~, ; STREAM QUALITY ASSESSMENT WORKSHEET ~ ~~ ~~
1. Applicant's Name: CSWS 2. Evaluator's Name: Matt Jenkins and Paul Bright
3. Date of Evaluation: 1/9/08 4. Time of Evaluation: 3:00 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 1.5 square miles 8. Stream Order: First
9. Length of Reach Evaluated: 1,000 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Tyvola Road (Exit #5~. Turn left on Tvvola Road and travel approximately 2.6 miles, continue stralsht onto Fairview Road
and travel approximately 3.2 miles. Turn risht onto Providence Road, site will be on the left.
12. Site Coordinates (if known): N35.15463° W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in past 48 hours (drousht conditions
15. Site conditions at time of visit: 70 degrees. sunny
16. Identify any special waterway classifications known:
-Trout Waters -Outstanding Resource Waters
17. Is there a pond or lake located upstream of the evaluati
18. Does channel appear on USGS quad map? ~ NO
20. Estimated Watershed Land Use: 90 % Residential
-Section 10 -Tidal Waters -Essential Fisheries Habitat
_ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
on point? YES ~If yes, estimate the water surface area:
19. Does channel appear on USDA Soil Survey? ~ NO
_% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared /Logged _% Other
21. Bankfull Width: 3-10' 22. Bank Height (from bed to top of bank): 2-3'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by detetTnining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a sepazate form used to evaluate each reach. 'The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 52 Comments:
Evaluator's Signature l/`'~~" ~~C- Date '/ ' ~` "
This channel evaluation for s intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please cal1919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 -Perennial Stream C

~

! CH
' EC(~-RE~IOIS PAN T RANG;
i
# AS-1CTC:RIS~
ICS SCORE..
CoastaP Piedmont Monntain
1 Presence of flow /persistent pools in stream 0 S ~ ~
0 ' 0 S` 3
(n~ flow:or saturation '0_ strc~u 7~ flow= ma.X' Dints) -
-
~ Evidence of past human-,alteration 0 6 '' `0 - S ''0 -S 2
,~;:. (e?ctens~re alteration = 0; nD alteration -max Dints) -

~~
3 Riparian zone' 0- 6 0 4 0 S
~
(na buFfer= 0: Conti<__>uous, wide buffer= max Dints)

4
.Evidence of nutrient or chemical discharges
-

0_-S

fl-4'

0__4' _
,,
(extensive discharges - 0 no discitm 7~s-max paints) ;,
a S Groundwater discharge. 0- 3 '0 4 0- 4 3
Q (nD discharge = 0; ~; rin s, see s, wetlands, etc. max Dints)
U 6 Presence of adjacent. tloodplain 0 4 0 4 0- 2 3
~ ~ (no flood lain = 0; estcnsive t1DOd~1 tin == maY Dints)
~ Entrenchment ~ tloodplam access 0 S 0 4 0 3
(deeply entrenched= 0; fre uent t7oodul = max points)
i
~ Presence of adjacent wetlands
0 - ~
~ -' '~
0 - 2
0
(nD wetlands - 0; lar{=e adjacent eve€Iands = max ointsj
9 Channel sinuosity ' {I 5 `0 4 0~ 2
(extensive channelization 0 natural~mcander -max Dints)
~
10 Sediment utput

~
0- S
0-4
'0-4
3
(extensive de ositioat-~ 0; little car
no sediment etas Dints). _

I 1 Size& diversity of`channelbed substrate '~~ ~ ~~
~'`~
0 - 4
0 5
3
(fine, homo~enDUS "'0; lark. di~rerse sizes = max oints>

12 Evidence of channel incision or widening
0- S
fl---4
'0- S
2
,"~• (dee ly incised -= 0; stable bed & banks = max Dints)
„~',,, ~3 Presence of major bank failures 0 S 0 S 0 S 3
~.,
(severe=eroson O;n~ erosion, stable banks=max Dints
Q
14 R~tot depth and density on bapks
~
0 3
0 - 4
0 - S~
2
(no visible roots = 0; dense roots thrQU shout -max
Dints)
~
1S Impact by agriculture or livestock production
~ ~,
0-S
0 4
0 5
4

~~~~ (substantial im act O, no evidence = max Dints)

1( Presence of riffle-poolh•ipple-pool somplex~es
~
~ _ ~
0 • S
~0 - 6
4
(no riffles/ri les Dr .Dols ~- 0; well-develo ed = max Dints)
*~ l7 FIabitat complexity 0 fi 0 6 0 6 3
i"''
r., (little Dr'no habitat = 0; fre ucnt, varied habitats niax Dints)
~
~~
t~ G:tnopy coverage over streamlied
0 - S
0 S
0 - S ~
3
~ (no shadin r ve~etatiort_= 0; cantintious cano max- Dints)

19 Substrate embeddedness
NA*
Q-4
0-4
2
_ (dec Iy embedded - 0; loose Structure = max)

20 Presence of stream invertebrates
~}_.~ ~
`O---S ~
t1-S
0
(nti evidence == 0; common;'numerous e5 -max Dints) ,
~ ? I Presence of amphibians 0~ 0 4 `0 4 I
~ (no evidence- O; common..numerous t es= max Dints}

C
2? Presence offish
0 -4
,0-4
'0-4
0
~
M (no evidence- 0;'cornmDn~numerous es= rnax Dints} ,
`~'~`
23 Evidence of wildlife use (} 6 '0 S 0 S ?
(nD evidence = 0; abundant evidence max oirttsl
Total Poinfs Possible 4I00 ' l00 ! 10(}
TOT AL SCORE (also entet- cert. tarst pale}

These characteristics are not assessed in coastal streams.
2

~ OFFICE USE ONLY: USACE AID# DWQ #
SCP4 -Unimportant Intermittent Stream D
,•
~ t ~.•, . y ,.,
~ ~ ~ STREAM QUALITY ASSESSMENT WORKSHEET ° ~~~`~ ~' ~~
1. Applicant's Name: CSWS 2. Evaluator's Name: Matt Jenkins and Paul Bright
3. Date of Evaluation: 1/9/08 4. Time of Evaluation: 3:30 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 20 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1,000 if 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Chazlotte, travel south on Interstate 77
(I-771 to Tvvola Road (Exit #5). Turn left on Tyyola Road and travel approximately 2.6 miles, continue straight onto Fairview Road
and travel approximately 3.2 miles. Turn right onto Providence Road, site will be on the left.
12. Site Coordinates (if lmown): N35.15463° W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in east 48 hours (drought conditions)
15. Site conditions at time of visit: 70 degrees, sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface azea:
18. Does channel appeaz on USGS quad map? ~ NO 19. Does channel appeaz on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 90 % Residential _% Commercial _% Industrial _% Agricultural
10 % Forested _% Cleared /Logged _% Other
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank):,
23. Channel slope down center ofstream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture. into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of
10o representing a stream of the highest quality.
Total Score (from reverse): 36 Comments:
Evaluator's Signature ~~ ~//G2 ~ Date '/9/a~
This channel evaluation form ' mtended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States .Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #
SCPS -Unimportant Intermittent Stream E
~ ~ ; STREAM QUALITY ASSESSMENT WORKSHEET ' '
1. Applicant's Name: CSWS 2. Evaluator's Name: Ron Johnson & Matt Jenkins
3. Date of Evaluation: 1/14/08 4. Time of Evaluation: 3:30 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 10 acres 8. Stream Order: First
9. Length of Reach Evaluated: 1001f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Tyvola Road (Exit #5). Turn left on Tyvola Road and travel approximately 2.6 miles, continue straight onto Fairview Road
and travel approximately 3.2 miles. Turn right onto Providence Road, site will be on the left.
12. Site Coordinates (if known): N35.15463° W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in past 48 hours (drought conditions)
15. Site conditions at time of visit: 50 degrees, sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100 % Residential _% Commercial _% Industrial _% Agricultural
_% Forested. _% Cleared /Logged _% Other
21. Bankfull Width: 1-3' 22. Bank Height (from bed to top of bank): 1'
23. Channel slope down center of stream: X Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep. (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 32 Comments:
Evaluator's Signature ,~ ``~ ~/ ~'~ Date ~/~!`/~~
This channel evaluation form is intended to be used only as a guide to assist landowners nd environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please ca11919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
i nese cnaractensncs are not assessed m coastal streams.

OFFICE USE ONLY: USAGE AID# DWQ #
i
SCP6 -Unimportant Intermittent Stream D
~ ~ ; STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: CSWS 2. Evaluator's Name: Matt Jenkins and Paul Bright
3. Date of Evaluation: 1/14/08 4. Time of Evaluation: 3:45 pm
5. Name of Stream: UT to McAlpine Creek 6. River Basin: Catawba
7. Approximate Drainage Area: 60 acres 8. Stream Order: First
9. Length of Reach Evaluated: 2001f 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From downtown Charlotte, travel south on Interstate 77
(I-77) to Tyvola Road (Exit #5). Tum left on Tyvola Road and travel approximately 2.6 miles continue straight onto Fairview Road
and travel approximately 3.2 miles. Turn right onto Providence Road, site will be on the left.
12. Site Coordinates (if known): N35.15463° W80.78665°
13. Proposed Channel Work (if any): maintenance
14. Recent Weather Conditions: sunny, no rain in past 48 hours (drought conditions)
15. Site conditions at time of visit:50 degrees, sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-1V)
17. Is there a pond or lake located upstream of the evaluation point? YES ~If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? ~ NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100 % Residential _% Commercial _% Industrial _% Agricultural
_% Forested _% Cleared /Logged _% Other
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank)
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 35 Comments:
Evaluator's Signature f'~~~~~1 _ Date )~/`f~~
This channel evaluation form intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USAGE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 05/03. To Comment, please ca11919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
T i nese cnaractensncs are not assessed m coastal streams.

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 22, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Jefferson Phase III CIP, Charlotte, NC -Perennial Stream A and
Ponds A-C
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (1at11ong in degree decimal format): Lat. 35.15463°' ,Long. 80.78665° ,
Universal Transverse Mercator:
Name of nearest waterbody: McAlpine Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
} Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 15, 2008
Field Determination. Date(s): January 9, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are, ~ "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
^E Waters subject to the ebb and flow of the tide.
^( Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There ,care "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Tndicate presence of waters of U.S. in review area (check all that apply): 1
TNWs, including territorial seas
Wetlands adjacent to TNWs
~' Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
^ Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 7,831 linear feet: 2-10 width (ft) and/or 2.04 acres.
Wetlands: 0.00 acres.
c. Limits (boundaries) of jurisdiction based on: L 7 rl ~' tii~,
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
~ Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an IZPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section IILA.1 and Section III:~.l. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2
and Section IILD.1.; otherwise, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size ~ L,ist
Drainage area: PF '.fit
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationshiv with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through ~i tributaries before entering TNW.
Project waters are Eti)(lisll river miles from TNW.
Project waters are 1?~ is~ river miles from RPW.
Project waters are Pl~ ~ aerial (straight) miles from TNW.
Project waters are P `'-is~ aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known:
° Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that a»nlv)'
Tributary is: ®Natural
^ Artificial (man-made). Explain:
^ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: ['icf~ t,i.
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick;i.
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: Qick List
Estimate average number of flow events in review area/year: i~
Describe flow regime:
Other information on duration and volume:
Surface flow is: ckLi .Characteristics:
..~_
Subsurface flow: ';E?i' .Explain findings:
^ Dye (or other) test performed:
Tributary has (check all that apply):
^ Bed and banks
^ OHWM6 (check all indicators that apply):
^ clear, natural line impressed on the bank ^
^ changes in the character of soil ^
^ shelving ^
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away ^
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by: [~
^ oil or scum line along shore objects
^ fine shell or debris deposits (foreshore)
^ physical markings/characteristics
^ tidal gauges
^ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community.
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
^ survey to available datum;
^ physical markings;
^ vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the watecbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian corridor. Characteristics (type, average width):
^ Wetland fringe. Characteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: ck,i;,~t. Explain:
Surface flow is: _ ~1EisE
Characteristics:
Subsurface flow: P(rLi Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are ck» river miles from TNW.
Project waters are Pacit Lid aerial (straight) miles from TNW.
Flow is from: Pick C." .
Estimate approximate location of wetland as within the'' floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation typelpercent cover. Explain:
^ Habitat for.
^ Federally Listed species. Explain findings:
^ Fish spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis ]~~:,:>~i
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acresl Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLI~:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream A was evaluated to be perennial and exhibited a moderate bed and bank, moderate flow during
drought conditions, substrate consisting of silt to-small cobbles, and an average ordinary high water width of 2-3 feet. Stream
A flows adjacent to and is directly connected via surface water connections to three jurisdictional open water areas (Ponds A-
C). Biological sampling within Stream A resulted in a weak presence of amphibians. Perennial Stream A scored 34 out of a
possible 100 points on the USACE Stream Quality Assessment Worksheet and 30.5 out of a possible 71 points on the.
NCDWQ Stream Classification Form, indicating perennial status (SCP1, enclosed). '

Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section IILB. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 1,291 linear feet2-3width (ft).
[~ Other non-wetland waters: acres.
Identify type(s) of waters:
Non-RPWss that flow directly or indirectly into TNWs.
(]~ Waterbody that is not a TNW or an 1ZPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
[~ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an 1tPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section IILB and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an 1tPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an 12PW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for'one of the categories presented above (1-6), or
[~ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLl~:to
which are or could be used by interstate or foreigq travelers for recreational or other purposes.
BSee Footnote # 3.
v To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook
io Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

^ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^; which are or could be used for industrial purposes by industries in interstate commerce.
^ Interstate isolated waters. Explain:
Other factors. Explain: .
Identify water body and summarize rationale supporting determination
Provide estimates for jurisdictional waters in the review area (check all that apply):
(~ Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Identify type(s). of waters: .
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLi~:
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
^ Review area included isolated waters with no substantial nexus to interstate (or foreign} commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
[~ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
[~ Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
[^ Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
^ Lakes/ponds: acres.
^'; Other non-wetland waters: acres. List type of aquatic resource:
^' Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicandconsultant:
^` Data sheets prepared/submitted by or on behalf of the applicanbconsultant.
® Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps: .
^ Corps navigable waters' study: .
^ U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.5' Charlotte East, NC Topographic Quadrangle,dated 1991.
~' USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
Sheet No. 7, dated 1980.
^' National wetlands inventory map(s). Cite name: .
StatelLocal wetland inventory map(s): .
^ FEMA/FIRM maps:
^ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date):see attached report.
^ Previous determination(s). File no. and date of response letter:
^° Applicable/supporting case law:
;^, Applicable/supporting scientific literature:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 22, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Jefferson Phase III CIP, Charlotte, NC -Perennial Stream B
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. 35.15463° ~ ,Long. 80.78665°'
Universal Transverse Mercator:
Name of nearest waterbody: McAlpine Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 15, 2008
Field Determination. Date(s): January 9, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Arc no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
^', Waters subject to the ebb and flow of the tide.
^' Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There ! "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Tndicate presence of waters of U.S. in review area (check all that apply): 1
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs
^ Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
^ Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 7,831 linear feet: 2-10 width ($) and/or 0.54 acres.
Wetlands: 0.00 acres.
c. Limits (boundaries) of jurisdiction based on: 1§87` Iineation ~Iu
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
~ Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary,. both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pckk'.[isf
Drainage area: Yick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationshiu with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through P,lz tributaries before entering T'NW.
Project waters are 1'ck~Lis river miles from TNW.
Project waters are Pick`I;is river miles from RPW.
Project waters are Pick>Li aerial (straight) miles from TNW.
Project waters are I'ic ' `' 'aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known:
° Note that the h~structional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review azea, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that anplvl'
Tributary is: ®Natural
^ Artificial (man-made). Explain:
^ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Nick I',ist.
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condition stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/p~~l complexes. Explain:
Tributary geometry: Pick Lid
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review azea/yeaz:. Lis
Describe flow regime:
Other information on duration and volume:
Surface flow is: $ic[~ Lis. Chazacteristics:
Subsurface flow: PCek List. Explain findings:
^ Dye (or other) test performed:
Tributary has (check all that apply):
^ Bed and banks
^ OHWM6 (check all indicators that apply):
^ cleaz, natural line impressed on the bank ^
^ changes in the character of soil ^
^ shelving ^
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away ^
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.~ Explain:
If factors other than the OHWM were used to determ
0 High Tide Line indicated by:
^ oil or scum line along shore objects
^ fine shell or debris deposits (foreshore)
^ physical markings/chazacteristics
^ tidal gauges
^ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
^ survey to available datum;
^ physical markings;
^ vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Chazacterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OITvVM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian corridor. Characteristics (type, average width):
^ Wetland fringe. Characteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Projecf wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Pick. hi .Explain:
Surface flow is: Pick ,ist
Characteristics:
Subsurface flow: Pick Lid. Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm barrier. Explain:
(d) Proximity (Relationship) m TNW
Project wetlands aze Picl-List river miles from TNW.
Project waters arc Pick: T:isj aerial (straight) miles from TNW.
Flow is from: Pickax's .
Estimate approximate location of wetland as within the Pick Lis floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: F'rcic List
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directlv abuts? (YMl Size (in acresl Directlv abuts? (Y/N) Size (in acresl
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical; physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support firncrions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLI~:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream B was evaluated to be perennial and exhibited a moderate bed and bank, moderate flow during
drought conditions, substrate consisting of silt to small cobbles, and an average ordinary high water width of 1-3 feet.
Biological sampling within Stream B resulted in a weak presence of amphibians. Perennial Stream B scored 48 out of a
possible 100 points on the USACE Stream Quality Assessment Worksheet and 31.5 out of a possible 71 points on the
NCDWQ Stream Classification Form, indicating perennial status (SCP2, enclosed).

Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters:1,172 linear feetl-3width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
[~ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
~' Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
^ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section IILD.2, above. Provide rationale indicating that wetland is
directly abutting an 1tPW:
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an 1tPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
[~ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):to
which are or could be used by interstate or foreign travelers for recreational or other purposes.
BSee Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
io Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Aci Jurisdiction Following Rapanos.

from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^ which are or could be used for industrial purposes by industries in interstate commerce.
^ Interstate isolated waters. Explain:
^, Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
^ Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
^ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLI~:
^ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
^ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
^ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
^ Other: (explain, if not covered above): .
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use'of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
^ Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
[~ Other non-wetland waters: acres. List type of aquatic resource:
[~ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicandconsultant:
Data sheets prepared/submitted by or on behalf of the applicandconsultant.
® Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
[~ Data sheets prepared by the Corps:
^ Corps navigable waters' study:
^ U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.5' Charlotte East, NC Topographic Quadrangle,dated 1991.
USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
Sheet No. 7, dated 1980.
^ National wetlands inventory map(s). Cite name:
^ State/Local wetland inventory map(s):
^ FEMA/FIRM maps:
^ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date)aee attached report.
^` Previous determination(s). File no. and date of response letter:
^ Applicable/supporting case law: .
Applicable/supporting scientific literature:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 22, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Jefferson Phase III CIP, Charlotte, NC -Perennial Stream C
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (lablong in degree decimal format): Lat. 35.15463° , Long. 80.78665°
Universal Transverse Mercator:
Name of nearest waterbody: McAlpine Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
Check if map/diagram of review azea and/or potential jurisdictional areas is/aze available upon request.
^ Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 15, 2008
Field Determination. Date(s): January 9, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There :ire no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters aze presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "waters of the U.S."within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
I. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
^ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
^ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
^ Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 7,831 lineaz feet: 2-10 width (ft) and/or 0.54 acres.
Wetlands: 0.00 acres.
c. Limits (boundaries) of jurisdiction based on: I987 D~eli~ ""''~' ~ ~" `
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows yeaz-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
s Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section IILD.1.; otherwise, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Eic1~ P~sj
Drainage area: _ ~ Irick I:
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
^ Tributary flows through ckZ : tributaries before entering TNW.
Project waters are P. L river miles from TNW.
Project waters are Ficl+;.iis# river miles from RPW.
Project waters are Pier Li` aerial (straight) miles from TNW.
Project waters are Pjck Is~ aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS:
Tributary stream order, if known:
° Note that the Instructional Guidebook contains additional information regazding swales, ditches, washes, and erosional features generally and in the arid
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review azea, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that annlvl:
Tributary is: ®Natural
^ Artificial (man-made). Explain:
^ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: ltcl List.
Primary tributary substrate composition (check all that apply):
^ Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condirion/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/rnnl complexes. Explain:
Tributary geometry: Pick L'
Tributary gradient (approximate average slope):
(c) Flow:
Tributary provides for: Pick Lid
Estimate average number of flow events in review area/year: Pick Leis
Describe flow regime:
Other information on duration and volume:
Surface flow is: Fick Lisf. Characteristics:
Subsurface flow: 1'icl: Lisp. Explain findings:
^ Dye (or other) test performed:
Tributary has (check all that apply):
^ Bed and banks
^ OHWM6 (check all indicators that apply):
^ clear, natural line impressed on the bank ^
^ changes in the character of soil ^
^ shelving ^
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away ^
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by:
^ oil or scum line along shore objects
^ fine shell or debris deposits (foreshore)
^ physical markings/characteristics
^ tidal gauges
^ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
^ survey to available datum;
^ physical markings;
^ vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or though a culvert), the agencies will look for indicators of flow above and below the break.
Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian comdor. Characteristics (type, average width):
^ Wetland fi-inge. Characteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: PickpLi. Explain:
Surface flow is: Pick i` ia~
Characteristics:
Subsurface flow: Fick Lisf~. Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick Lis river miles from-TNW.
Project waters are PickLisf aerial (straight) miles from TNW.
Flow is from: Pack"' `" ~ _
Estimate approximate location of wetland as within thePick 7" floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: i ° ~is~
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLI~:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
^, Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream C was evaluated to be perennial and exhibited a moderate bed and bank, moderate flow during
drought conditions, moderate headcuts, substrate consisting of silt to large cobbles, and an average ordinary high water width
of 3-10 feet. Biological sampling within Stream C resulted in a weak presence of amphibians. Perennial Stream C scored 52
out of a possible 100 points on the USACE Stream Quality Assessment Worksheet and 33.5 out of a possible 71 points on the
NCDWQ Stream Classification Form, indicating perennial status (SCP3, enclosed).

Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
(~ Tributary waters: ~3,4781inear feet3-10 width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
[~ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
^ Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an 1ZPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an ItPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
AS a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY)a°
which are or could be used by interstate or foreign travelers for recreational or other purposes.
$See Footnote # 3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdicfioa Fo![owing Rapanos.

^ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
^ which are or could be used for industrial purposes by industries in interstate commerce.
^ Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
^ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLI~:
^ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
^, Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
^ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
iudgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
^! Lakes/ponds: acres.
^,' Other non-wetland waters: acres. List type of aquatic resource:
^' Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standazd, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicanbconsultant:
^ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
^ Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.5' Charlotte East, NC Topographic Quadrangle,dated 1991.
USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
Sheet No. 7, dated 1980.
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
^ FEMA/FIRM maps:
^ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
^ Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date)aee attached report.
^, Previous determination(s). File no. and date of response letter:
^, Applicable/supporting case law:
^ Applicable/supporting scientific literature:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 22, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Jefferson Phase III CIP, Charlotte, NC -Unimportant
Intermittent Stream D
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (ladlong in degree decimal format): Lat. 35.15463° , Long. 80.78665°
Universal Transverse Mercator:
Name of nearest waterbody: McAlpine Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 15, 2008
Field Determination. Date(s): January 9, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are`no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review ;~r~a. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There :\re "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Tndicate presence of waters of U.S. in review area (check all that apply): ~
Q TNWs, including territorial seas
Q Wetlands adjacent to TNWs
Relatively permanent watersZ (RPWs) that flow directly or indirectly into TNWs
Q Non-RPWs that flow directly or indirectly into TNWs
Q Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
^ Impoundments of jurisdictional waters
Q Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 7,831 linear feet: 2-10 width (ft) and/or 0.54 acres.
Wetlands: 0.00 acres.
c. Limits (boundaries) of jurisdiction based on: ~987Delnea ' ua~
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
~ Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section IILA.1 and Section IILD.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILA.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 2(1 acres
Drainage area: 5 ' `res
Average annual rainfall: 44 inches
Average annual snowfall: 6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
® Tributary flows through tributaries before entering TNW.
Project waters are 20-Z5 river miles from TNW.
Project waters are Loot; lest} river miles from RPW.
Project waters are IQ=;15 ,serial (straight) miles from TNW.
Project waters are 1 j~i`~[ss~ aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: N/A.
Identify flow route to TNWS: Stream D flows to Stream C to McAlpine Creek to Sugar Creek to Catawba River.
Tributary stream order, if known: First.
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the grid
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review azea,.to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that anplv)•
Tributary is: ®Natural
^ Artificial (man-made). Explain:
® Manipulated (man-altered). Explain: Road culvert.
Tributary properties with respect to top of bank (estimate):
Average width: 2-3 feet
Average depth: 2-3 feet
Average side slopes: 1;.
Primary tributary substrate composition (check all that apply):
® Silts ®Sands ^ Concrete
® Cobbles ®Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condirion/stability [e.g., highly eroding, sloughing banks]. Explain: relatively stable, no signs of erosion.
Presence of run/riffle/pool complexes. Explain: moderate presence.
Tributary geometry: Rel~tiv stita__(
Tributary gradient (approximate average slope): 1-2
(c) Flow:
Tributary provides for: Intermittent trt:iit sona[.f~ov~
Estimate average number of flow events in review area/year: I1~2t~
Describe flow regime: intermittent.
Other information on duration and volume:
Surface flow is:'~ .Characteristics:
Subsurface flow: Yom. Explain findings: weak presence of groundwater.
^ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
^ clear, natural line impressed on the bank
^ changes in the character of soil ^
® shelving
^ vegetation matted down, bent, or absent
^ leaf litter disturbed or washed away
® sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
^ High Tide Line indicated by:
^ oil or scum line along shore objects
^ fine shell or debris deposits (foreshore)
^ physical markings/characteristics
^ tidal gauges
^ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
^ suryey to available datum;
^ physical markings;
^ vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: no water in channel at time of field visit.
Identify specific pollutants, if known: N/A.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or tbrough a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian comdor. Chazacteristics (type, average width):
^ Wetland fringe. Characteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Chazacteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: j~ick Lid. Explain:
Surface flow is: Pick Lisy
Characteristics:
Subsurface flow: Pick l.s@. Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm/barrier. Explain:
(d) Proximity (Relationshinl to TNW
Project wetlands are 1?iek`k,isq river miles from TNW.
Project waters are Pick ~i aerial (straight) miles from TNW.
Flow is from: Pick ~'
Estimate approximate location of wetland as within the,j'ick l floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
chazacteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Chazacteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 1?`ick>I.ist
_.
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directlv abuts? (Y/N) Size (in acresl Directlv abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodptain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
I. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLI~:
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, .acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: Stream D was evaluated to be unimportant intermittent and exhibited a moderate bed and bank, substrate
consisting of silt to small cobbles, and an average ordinary high water width of 2-3 feet. Unimportant Intermittent Stream D
scored 36 out of a possible 100 points on the USACE Stream Quality Assessment Worksheet and 24.5 out of a possible 71
points on the NCDWQ Stream Classification Form, indicating intermittent status (SCP4, enclosed).

Provide estimates for jurisdictional waters in the review area (check all that apply):
Q Tributary waters: ~I,4041inear feet2-3width (ft).
Q Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWsB that flow directly or indirectly into TNWs.
Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
Q Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an 1tPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
[~ Demonstrate that impoundment was created from "waters of the U.S.," or
Q Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Q Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY);to
Q which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
Q which are or could be used for industrial purposes by industries in interstate commerce.
Q Interstate isolated waters. Explain:
gSee Footnote # 3.
v To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
t0 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
^ Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
^ Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLI~:
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
^ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
^ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
^ Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
^ Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
^' Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
^' Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicantrconsultant:
Data sheets prepared/submitted by or on behalf of the applicantrconsultant.
® Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
[~ Data sheets prepared by the Corps:
^ Corps navigable waters' study:
^ U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.5' Charlotte East, NC Topographic Quadrangle,dated 1991.
~~' USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
sheet No. 7, dated 1980.
National wetlands inventory map(s). Cite name:
[~ State/Loca1 wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date):see attached report.
^ Previous determination(s). File no. and date of response letter:
^ Applicable/supporting case law:
Applicable/supporting scientific literature:
^~ Other information (please specify):

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 22, 2008
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Jefferson Phase III CIP, Charlotte, NC -Unimportant
Intermittent Stream E
State:NC County/parish borough: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Lat. 35.15463° , Long. 80.78665°
Universal Transverse Mercator:
Name of nearest waterbody: McAlpine Creek
Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows: Catawba River
Name of watershed or Hydrologic Unit Code (HUC): 03050103
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and azesecorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: January 15, 2008
Field Determination. Date(s): January 14, 2008
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There ire "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review azea. [Required]
Waters subject to the ebb and flow of the tide.
Waters aze presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There ;1rc "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Tndicate presence of waters of U.S. in review area (check all that apply): ~
TNWs, including territorial seas
^' Wetlands adjacent to TNWs
~ Relatively permanent watersz (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
^ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 7,831 linear feet: 2-10 width (ft) and/or 0.54 acres.
Wetlands: 0.00 acres.
c. Limits (boundaries) of jurisdiction based on: X987 Del' "` ` n 1Tanu~a
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
(~ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months). -
~ Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
i. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent"
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.BZ for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: lfi scree
Drainage area: ] a
Average annual rainfall: 44 inches
Average annual snowfall: 6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
^ Tributary flows directly into TNW.
® Tributary flows through tributaries before entering TNW.
Project waters are 2Q-2~ river miles from TNW.
Project waters are h(or tee river miles from RPW.
Project waters are 10-:15 aerial (straight) miles from TNW.
Project waters are t-r I' aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain: N/A.
Identify flow route to TNWS: Stream E flows to Stream C to McAlpine Creek to Sugar Creek to Catawba River.
Tributary stream order, if known: First.
° Note that the Instructional Guidebook contains additional information regazding swales, ditches, washes, and erosional features generally and in the and
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Chazacterisrics (check all that annlv):
Tributary is: ®Natural
^ Artificial (man-made). Explain:
® Manipulated (man-altered). Explain: channel conveys storm water from under Preston lane to
Stream C through a road culvert.
Tributary properties with respect to top of bank (estimate):
Average width: 1-3 feet
Average depth: 1-2 feet
Average side slopes: .
Primary tributary substrate composition (check all that apply):
® Silts ^ Sands ^ Concrete
^ Cobbles ^ Gravel ^ Muck
^ Bedrock ^ Vegetation. Type/% cover:
^ Other. Explain:
Tributary condirion/stability [e.g., highly eroding, sloughing banks]. Explain: relatively stable, no signs of erosion.
Presence of run/riffle/pool complexes. Explain: weak presence.
Tributary geometry: R~el~tively;s i'
Tributary gradient (approximate average slope): 1-2
(c) Flow:
Tributary provides for: Into ' of b ` t se a
Estimate average number~of flow events in review azea/yeaz: 11=
Describe flow regime: intermittent.
Other information on duration and volume:
Surface flow is: Cog®~tn Chazacteristics:
Subsurface flow: i== ' ` . Explain findings: weak presence of groundwater.
^ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
^ clear, natural line impressed on the bank
^ changes in the character of soil ^
® shelving
^ vegetation matted down, bent, or absent ^
^ leaf litter disturbed or washed away
^ sediment deposition ^
^ water staining ^
^ other (list):
^ Discontinuous OHWM.~ Explain:
If factors other than the OHWM were used to determ
^ High Tide Line indicated by: ^
^ oil or scum line along shore objects
^ fine shell or debris deposits (foreshore)
^ physical markings/chazacterisrics
^ tidal gauges
^ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by:
^ survey to available datum;
^ physical mazkings;
^ vegetation lines/changes in vegetation types.
(iii) Chen>ical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: relatively clean water from storm runoff.
Identify specific pollutants, if known: N/A.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
^ Riparian corridor. Characteristics (type, average width):
^ Wetland fringe. Chazacteristics:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish/spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationshiy with Non-TNW:
Flow is: Pick [,is. Explain:
Surface flow is: Picl`Eis~
Characteristics:
Subsurface flow: f'ic~~Li Explain findings:
^ Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
^ Directly abutting
^ Not directly abutting
^ Discrete wetland hydrologic connection. Explain:
^ Ecological connection. Explain:
^ Separated by berm barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Paek ~i river miles from TNW.
Project waters aze Pick Gish aerial (straight) miles from TNW.
Flow is from: F,,~k L' .
Estimate approximate location of wetland as within the.Pik `i floodplain.
(ii) Chemical Characteristics:
Chazacterize wetland system (e.g., water color is cleaz, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
^ Riparian buffer. Characteristics (type, average width):
^ Vegetation type/percent cover. Explain:
^ Habitat for:
^ Federally Listed species. Explain findings:
^ Fish spawn areas. Explain findings:
^ Other environmentally-sensitive species. Explain findings:
^ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis:.. is~
Approximately ( )acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acresl Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF .JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
[~ TNWs: linear feet width (ft), Or, acres.
Q. Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
[~' Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: Stream E was evaluated to be unimportant intermittent and exhibited a weak bed and bank, substrate consisting of
silty clay, and an average ordinary high water width of 1-3 feet. Stream E contained a moderate amount of water from storm
water runoff, held in the channel by the clay substrate. Unimportant Intermittent Stream E scored 32 out of a possible 100

points on the USACE Stream Quality Assessment Worksheet and 19.5 out of a possible 71 points on the NCDWQ Stream
Classification Form, indicating intermittent status (SOPS, enclosed).
Provide estimates for jurisdictional waters in the review area (check all that apply):
Q Tributary waters: ~4881ineaz feetl-3width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
[~ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section IILC.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
^, Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
[~ Wetlands directly abut RPW and thus aze jurisdictional as adjacent wetlands.
^ Wetlands directly abutting an RPW where tributaries typically flow yeaz-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an IZPW:
^ Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: .
Provide acreage estimates for jurisdictional wetlands in the review azea: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
^', Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section IILC.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section IILC.
Provide estimates for jurisdictional wetlands in the review azea: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
^ Demonstrate that impoundment was created from "waters of the U.S.," or
^ Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
^ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
^ which are or could be used by interstate or foreign travelers for recreational or other purposes.
^ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
SSee Footnote # 3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapano~

^ which are or could be used for industrial purposes by industries in interstate commerce.
^ Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
^ Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLI~:
^ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
^ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
^ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
^ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
iudgment (check all that apply):
^~ Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
^ Lakes/ponds: acres.
^ Other non-wetland waters: acres. List type of aquatic resource:
^ Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
^' Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepazed/submitted by or on behalf of the applicantlconsultant.
® Office concurs with data sheets/delineation report.
^ Office does not concur with data sheets/delineation report.
Data sheets prepazed by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
^ USGS NHD data.
^ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:USGS 7.S Charlotte East, NC Topographic Quadrangle,dated 1991.
^j USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey of Mecklenburg County, North Carolina,
Sheet No. 7, dated 1980.
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
€ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ^ Aerial (Name & Date):
or ®Other (Name & Date)aee attached report.
Previous determination(s). File no. and date of response letter:
^ Applicable/supporting case law:
^ Applicable/supporting scientific literature:
Other information (please specify):

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: - Jefferson CIP Phase III Date: 01/10/08
Applicant/Owner: Charlotte Storm Water Services County: Mecklenburg
Investigator(s): Matt Jenkins, WPIT and Paul Bright State: l~IC
Do Normal Circumstances exist on the site? Yes No Community ID: u land
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPl
(If needed, explain on reverse.)
VEGETATION
Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
1 Acer rubrum tree FAC 9
2 Quercus rubra tree FACU 10
3 Ligustrum sinense shrub FAC 11
4 Ligustrum lucidum shrub FAC 12
5 Smilax rotundifolia vine FAC 13
6 Hedera helix vine - 14
7 Festuca spp herb - 15
$ 16
Percent of Dominant Species that are OBL, FACW or FAC
8~%
Remarks:
More than 50% of the dominant lant s ecies are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Field Observations: Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
No indicators of wetland h drolo are resent.
Routine On-Site Data Forms Page 1 of 2 ~ 1/1si2oos

SOILS
Map Unit Name
(Series and Phase): Helena sand y loam (HeB) Drainage Class well-drained
Field Observations
Taxonomy (Subgroup): thermlC A U1C Ha lUdU1tS Confirm Mapped Type? Ye No

Profile Descri tion:
Depth Matrix Color
(inches) Horizon (Munsell Moist) Mottle Colors
(Munsell Moist) Mottle Texture, Concretions,
Abundance/Contrast Structure, etc.
0-12 B SYR 4/6 N/A N/A silty loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
No indicators of h dric soils are resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data oint is re resentatiye of a non-'urisdictional u land area.
Approved by HQUSACE 2/92
Routine On-Site Data Forms Page 2 of 2
1/23/2008

I Ownef I LoptioNStreet Address (Type I RequesS Description prtgin
na un anu n ~ to~.a ~ e ~~,__~: Itoo shallow causing
-------...___ ..___. ~~...,,.,~,
Debris causing 336-Rain
blockage in creek is
gradually moving
GROGAN LILLIAN D 5924 LANSING OR Blocks a toward her. 338-Rain
5925 Lansin Dr Ditch
Questionnaires
Erosion along creek
EHRENBERG MARY 6012 LANSING DR Erosion banks

6025 Lansin Dr
Run-off from nei hbors roe 33&Rain
Questionnaires
Channel needs
maintenance and
MARGERUM STEPHEN A N 6042 LANSING DR Erosion deanin

8100 Lansin Dr
Rear of ro 336•Rain

Paschal, John
6025 Lansing Drive
Erosion, Flooding
Driveway erosion and questionnaires
1st Public Meeting
standing water in
crawlspace due Jo
runoff.
300 Mammoth Oaks Dr

301 Mammoth Oaks Dr
Creek in ba b Questionnaires

Overgrown channels in Questionnaires
front, side and
backyards. Silt build-
PAPPASJOHN 315 MAMMOTH OAKS DR Floodin u with erosion

421 Mammoth Oaks Dr .
d 336•Rain
roa questionnaires

Erosion and
WHITTINGTON ARTHUR 421 MAMMOTH OAKS DR Blocks a over rowth in channel. 336-Rain

Channel in sideyard full
of natural debris which
KNOWLES THOMAS A 423 MAMMOTH OAKS DR Floodin is slowin water flow. 33faRain

No positive Flowing in
ditches along frontage.
Erosion and silt build-
up in channel beside
DAVIS R P STEPHEN 434 MAMMOTH OAKS OR Erosion house

Gnilka, Amie
435 Mammoth Oaks Drive
Erosion, Flooding .
Erosion and flooding
- 336-Rain
1st Public Meeting
caused by insuffident
exislin i e m.
Kelty, Susan 513 Mammoth Oaks Drive Flooding Water runoff from tsl Public Meeting
overflovracross from
property causing
flooding. Problem with
sewer drain in
fron ord.
Channel too shallow
and full of overgrowth
JOHNSON MARIE CHRISTI 325 MAMMOTH OAKS LN Floodin slowin water flow. 338-Rain
413 Mammoth Oaks Ln Front & Side b Floodin in crawl questionnaires
423 Mammoth Oaks Ln Ba rd Questionnaires
Minor erosion along

TYNER JAMES H
423 MAMMOTH OAKS LN
Erosion
channel in back ord. ,
336-Rain
434 Mammoth Oaks Ln Creek Run-off from nei hbors roe Questionnaires
516 Mammoth Oaks Ln Problems from nei hbors consWdion Questionnaires
6915 Mamolake Rd ro
line

Wydre, Jane and Bob
6137 Page Court
Flooding, Erosion
Standing water in , questionnaires

f
rontyard and flooding 1st Public Meeting
and erosion at "creek"
i n bac rd.
6122 Pa a Ct Court Yard flood from nei hbors and Questionnaires
6137 Pa a Ct r ear drain ditch
Questionnaires
6150 Pa a Ct Ba rd Run-off from nei hbors roe Questionnaires
Backyard flooding due
t o erosion and
CHATHAM EMILY 6153 PAGE CT B lacks a b locks es. 3 36-Rain

Sumner, Thom 6168 Pa a Ct
221 Post Oak Road O s
ther H ide of roe
eavy stonnwater Drain backs u Questionnaires

d
reinage/ronoff from 1 st Public Meeting
e ach side of roe
Brown, Laura 5631 Preston Lane C
- i oneems about ditch
n front of roe 1 st Public Meeting
Waterfall, Dorothy 5642 Preston lane _ Wants to know what 1 st Public Meeting
r ed line on property
in diptes.
5612 Preston Ln

5631 Pre
t
L Q uestionnaires

LEITH HERBERT B s
on
n
5636 PRESTON LN S
torm Water Other N d
/A rivewa !ditch erosion in dtch Q uestionnaires
3 3&Rain
B ackyard flooding
c ustomer request
c hannel upgrading on
DOUG BALL 5641 PRESTON LN S torm Water Other c ast share basis. 3 36-Rain
5813 Preston Ln B ack of ro a Poordrain~ a Q uestiennaires
F looding in bade and
• si de yards duo to
o vartlowing ~reek-
c ulvert not containing
GOLDBERG STEVEN J 5813 PRESTON LN Fl oodin w ater

5624 Preston Ln
F
ront Ditch 3

Q 3B-Rain

uestionnaires
5900 Preston Ln d itch s tandin water and roes uitoes ~ Q uestionnaires
5901 Preston Ln
c
ulvert clo ed Q
uestionnaires

Jefferson Phase 3 Drainage Requests
Owner Lodtion/Street Addresa Type Request Description Origin
Possible blowout
MALONEY CORNELIUS PI 324 CANYON TRL Erosion Several small holes. 338-Rain
5819 Creole Rd North side easement - Questionnaires
5830 Creole Rd Fron aM Questionnaires
Ditch on private
properly overflowing
PRESSON SCOTT 5912 CREOLA RD Floodin dusin floodin 338-Rain
6118 Creole Rd Floodin in d ort and srore a buildin questionnaires
6216 Creole Rd Ba and questionnaires
fi433 Creole Rd standin water cto ed i e questionnaires
Barty, Linda and David 5819 Creole Road Erosion Stortnwater causing 1st Public Meetng
erosion on north side o
property and driveway.
Daniels, Selby 6118 Creole Road Flooding, Erosion Flooding and erosion in 1st Public Meeting
front ditch due to flood
waters from
nei hborin road.
Holland, Keith and Karen 6433 Creole Road Blockage Drainage stream net - 1st Public Meeting
draining dosing
standing water.
Natural berth ertoding.
- Vegetation and natural
debris blocking
ROPER WILLIAM C 410 JEFFERSON DR Erosion channel. 336-Rain
417 Jefferson Dr Driv Continious roblems at drivewa culvert questionnaires
418 Jefferson Dr Floodin is uesual tem ore Questionnaires
514 Jefferson Dr Front Side Back questionnaires
Small blowouts in
concrete pipe. Some
parts exposed. Pled
POPLIN JERRY M 514 JEFFERSON DR Floodin on list for Jan. 1993 336-Rain
524 Jefferson Dr Back & Side of roe Questionnaires
Channel in backyard -
has erosion and
overgrowth through-out
stowing water flow
ALEXANDER STEVEN R 532 JEFFERSON DR Erosion dusin erosion. 336-Rain
TILLMAN DEWEY JR 600 JEFFERSON DR Floodin Clo ed storm drain - 336-Rain
612 Jefferson Dr Creek Problems Burin hea rain events questionnaires
Erosion and vegetation
in channel behind
HARPER EMMETT WAYNE 612 JEFFERSON OR Floodin house dusin Floodin 336-Rain
Channel is too small to
arty runoff which
Buses flooding.
Overgrown/dogged
- channel. Ditches to be
MCCARTER JOHN L 622 JEFFERSON DR Floodin cleaned. 338-Rain
722 Jefferson Dr
Questionnaires
822 Jefferson Dr Ba and ~ questionnaires
Channel affects
several lots Busing
erosion through-out
Natural debris and silt
also slowing water flow
(request was received
ALBRECHT CARL H III 822 JEFFERSON DR Erosion in 1994 338-Rain
Some silt build-up and
MCDANIEL CLARENCE 830 JEFFERSON DR Blacka a erosion in channel 336-Rain
900 Jefferson Dr Bac and Questionnaires
Flooding Bused by
slowing water flow due
to stone wall falling into
CULPEPPER R CULPEPPE 900 JEFFERSON OR Floodin channel. 338-Rain
Some erosion in ditch
SORBER ROBERT E 901 JEFFERSON DR Erosion alon street. 338-Rain
922 Jefferson Dr Fron and Bac and House flooded 3 times Questionnaires

- Side yard flooding due
to inadequate culverts.
Flooding occurred in
DALE ALBERT BRITTEN 922 JEFFERSON OR Floodin house. 338-Rain
1001 Jefferson Dr owner of lake & creek quesdonneires
1014 Jefferson Dr ddeh questionnaires
Messick, William R. 735 Jefferson Drive Pleading Water standing at and 1st Public Meeting
of drive and side of
house.
Rice, Fred 1014 Jefferson Drive Flooding, Erosion, Other Flooding, standing 1st Public Meeting
water and erosion due
to heavy runoff from
west. -
600 Jefferson Ln Back & Front Yard Debri brou ht into and b floodwaters questionnaires
Warnock, Paula 5919 Lakeview Drive Flooding, Erosion ~ Ditch in front of house 1st Public Meeting
does hat drain
completey. Flooding
in ord.
Channel at end of RCP
too shallow Busing
HERMELINK HERMAN M & 5701 LANSING DR Floodin floodin 33fi-Rain
5715 Lansin Dr l eft side of ro . questionnaires

Owner LogtioMStreet Address Type Request Description Origin
5911 Preston Ln Culvert culvert roblems drivewa QuesGannaires
Channel Cleaning.
MARSHALL ROB 6000 PRESTON LN Flocdin Install i e. 336-Rain
6101 Preston Ln
Questionnaires
6115 Preston Ln side of roe Questicnnaires
Blowouts in pipe
running across front
yard. Erosion in
PHILLIPS UNKNOWN 6116 PRESTON LN Erosion channel beside ord. 336-Rain
Erosion and natural
growth throughout
WILSON KAREN D 622 ROBMONT RD Blocks a channel. 336-Rain
630 Robmont Rd Bac and creek
Questionnaires
301 Whitestone Rd Questionnaires
Channel in backyard
has erosion and some
blockages through-out
dropped off R.O.E.
ARCHER RICHARD G 319 WHITESTONE RD Storm Water Other Fortn. 338-Rain
327 Whitestone Rd Ditch Questionnaires
412 Whitestone Rd Questionnaires

New York DOT Dissipater Method for use in Defined Channels
Section 8.4.4 Charlotte Mecklenburg Storm Water Design Manual
Project: Jefferson Storm Drainage Improvements -Phase III, Mecklenburg County, NC
Engineer: SAS
Date: 10-29-2007
Sheet 8 -Swan Run at Post Oak Road
(1) 60 "RCP
Do=culvert diameter
Vo=10-year velocity at outlet
Do= 5.0 ft Resulting Zone from Figure 8.06c
Qio= 88.76 cfs
V~o= 8.48 fps
Minimum Width=(3)xDo
Length=(4)xDo
Minimum Thickness=24"
Sheet 11 -Lansing Closed System
(1) 36 "RCP
Do=culvert diameter
Vo=10-year velocity at outlet
Do= 3.0 ft Resulting Zone from Figure 8.06c
Q,o= 41.27 cfs
Vio= 9.25 fps
Minimum Width=(3)xDo
Length=(8)xDo
Minimum Thickness=24"
Zone 3
W= 15.0 ft
L= 20 ft
Thickness= 2.50 ft
Use Class 1
Zone 2
Round up to zone 3
W= 9.0 ft
L= 24 ft
Thickness= 2.0 ft
Use Class I
C:\Projects\CHAR\40211xxRA\Documents\G_Design CalculationslPhase III1Dissipator Pad Calcs_PH3.xls

i
Sheet 14 -Lakeview Driveway Culverts
(1) 60 "RCP
Do=culvert diameter
Vo=10-year velocity at outlet
Do= 5.0 ft
Quo= 87 cfs
Vio= 6.34 fps
Resulting Zone from Figure 8.06c
Minimum Width=(3)xDo
Length=(4)xDo
Minimum Thickness=24"
Zone 2
.. Round up to zone 3
W= 15.0 ft
L= 20 ft
Thickness= 2.0 ft
Use Class I
Sheet 15 -Mammoth Oaks Trib
(1) 60 "RCP
Da=culvert diameter
Vo 10-year velocity at outlet
Do= 5.0 ft
Quo= 95 cfs
V~o= 6.2 fps
Resulting Zone from Figure 8.06c
Zone 2
Round up to zone 3
W= 15.0 ft
L= 20 ft
Thickness= 2.0 ft
Minimum Width=(3)xDa
Length=(4)xDa
Minimum Thickness=24"
Use Class B
O:\ProjectslCHAR\40211xxRA\Documents\G_Design_Calculations\Phase III\Dissipator Pad Calcs_PH3.xls

' Jefferson Capital Improvement Project Phase III
Nationwide Permit Nos. 3, 12, 13, & 29 Project No. 2008-2144
j~~~ ~,~, ~~y
Fx~~., X94 4. Ma'iE
t <
~ ~ ~~
W ,.1
~ iY ,.. ..
~~' ,... A ~.~ t7~. -.4~r.`~W ~ ~3 'ire. ,J'
'+s ~ '' ~ ~ w }# _ .a~"7~~ •s ''mot ~.'' "`` `~
'~; ~. " {~
~„ w n s J ~ .. a.' >. ~ * P Y ~ ,y sus. ;~,.'? Iw r v ~ ,~ .
.«w~k^x~.d
t ~:
+~• ~ .,.>
vW e _
t

.,
ax >
w ~~ ~ ~y'1id f
~
I ~ /~~
^ .
~ :A~ ° ~ _
~ ,.
~
~.
~

Y' ' d t.-
~
-`e~~
' 1 YY!rw 4'IF
y
R
, ~"
~. 4~ ~
~
~ ~
F y
~
~
~~a
,1
~,
"Y ~u.*
~ *
V 1+n
n
~ Y ~
Jy~ My
~. M1 ~
..
R
~
# F~
~
x~ n

Photograph A. View of Perennial Stream A, facing downstream.
Photograph B. View of Stream A, facing downstream from Creola Road.

Jefferson Capital Improvement Project Phase III
Nationwide Permit Nos 3 12 13 & 29 Project No. 2008-2144
Photograph C. View of Perennial Stream B, facing upstream toward Timber Lane.
Photograph D. View of Stream B, facing downstream from Mammoth Oaks Drive.

r Jefferson Capital Improvement Project Phase III
• Nationwide Permit Nos 3 12 13 & 29 Proiect No. 2008-2144

I Jefferson Capital Improvement Project Phase III
~ Nationwide Permit Nos 3 12 13 & 29 Project No. 2008-2144
"~'
,~_.~
,~
«a
"^ti. a, a:~ ~ h
t " ;~ ~~
~. a ~
n ~ ~.. ~
y
~~ ~
~.
ice, , .; .~ ~" ~ ~ ~"~ ~ .

i~
,k .'.S' ~
Sr
.~ '~'~
y ~.
Lf~~ r"'t J s'
'~==
,r ~,y+/"~ ~ri
~«
r ,,. °= ".
m
_'~ .M.~;. ..
c +X tar's
~ ~ ~ ~
Photograph G. View of Unimportant Intermittent Stream D, facing upstream from Lansing Drive.
`y:~~.
"fir
.~:
Photograph H. View of Stream D, facing downstream from Lansing Drive.

Jefferson Capital Improvement Project Phase III
~ Nationwide Permit Nos 3 12 13 & 29 Proiect No. 2008-2144

r
~.r
~~~~
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
January 8, 2008
Mr. Paul A. Bright
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte, NC 28273
Subject: Jefferson Capital Improvement Project -Phase III; Charlotte, Mecklenburg County
CWS Project No. 2008-2144
Dear Mr. Bright:
The Natural Heritage Program has no record of rare species, significant natural communities, significant
natural heritage areas, or conservation/managed areas at the site nor within a mile of the project area.
Although our maps do not show records of such natural heritage elements in the project area, it does not
necessarily mean that they are not present. It may simply mean that the area has not been surveyed. The
use of Natural Heritage Program data should not be substituted for actual field surveys, particularly if the
project area contains suitable habitat for rare species, significant natural communities, or priority natural
areas.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad map. Our
Program also has a new website that allows users to obtain information on element occurrences and
significant natural heritage areas within two miles of a given location:
<http://nhpweb.enr.state.nc.us/nhis/public/gmap75_main.phtml>. The user name is "public" and the
password is "heritage". You may want to click "Help" for more information.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence (EO) ID
numbers (instead of species name), a:.3 the data user is then encouraged to contact the Natural Heritage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
NHP data without visiting the NHP workroom or waiting for the Information Request to be answered by
NHP staff. For more information about data formats and access, visit <www.nconemap.com/data.html>,
or email NC OneMap at <[e-mail]>.
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

f
U
> a
(n
C9

h
3^~ r
A t
A~~ r Q
ef$ t
i~ r i
8 3
~ ?
~~
~. tz rz
of 0 s
~Q rz
ffi

~0
3~ ~
3~ QQ~
~~ i~
3 ~
36
3W a
~~ ~
>E^n 3 ~
~ yp~
~~
$ 9 ~ ~ i ~ 'a ~ ~ ~
~ _ _ _ ~
- - r ~
. A R. .R A' C : C Y V i Q i
•c ~ , w
0 500-60-619 ~ON 1~3f0~1d
~ I I i I I I I I(~ I ~ II
I ~ i ~ ~ 11
B e II I
~ i I i i ^. t • ~ I i I II
i i i II
I i ; ! e II
~ ~; ~ ;~ ~ III ,II
~ t •• • o i i df
!/" I~ I( I I ~ I I I I I i l ~ 11
r6 - '~ :~:~ ~I
i i i~ I ~;I
i ~ t ~ ~ ~ ~ ! i l I I
i ~ E 113
! I
U.
I
i
~~ j
I t 1
i
p
P ~~
m
S
g ~ ; Y ~ i
O E .gc
+ ~~, . u~ a~ ~ 7f u'~ ~ ~ ~ 'u3 u~ u~ u~ m m° $ U u"I a i
i
N
f~
~ Q ~ O
fo>>
`"aoc~n
? Z O
O,JpU
W
a
.~i
1~~f02id 1~I~W~n02~dW1 ~JbNI`d~ia W2~OlS £ ~SdHd NOS~~dd3f
i!~ i i i i j l l i j i ~ E~ i~ I! I~ z ~
i E _ ~ ~ I : : ~ ~ I i I ~ I i , ! ~ i
I { I s j
~ f I ~ ~
s 's ~
I ;
'• 's
E ~ I m ~
• I I
z
i j i I _
i
~ ° W
I
o x .;
':
µ., U
t
f
2d
`,'
# - _~ f
e i
~b
sa ~S
~~ t
L m
$5
C ~ t m '~~l F. } ~~ I
a N 5
2
L y ~ ~'
i '~ • c ~~ m ~ c ~ m i• y O i a' ~.a.
F- 3 3 ~ m a t- ~ w ~ cR ~' ~ ~ ~ ~p ~ i~ o 'r$ °o N ~ ~ p~ pa ~ a° cy~ ~ ~ N0
P O P P P Q Ol A O ~ O m a~ ~ 0- 0~ ~ 0 ~ ~~ I.L
a u7 a a u7 a u7 a ~ a ~ a u~ c'9 a ~ ~ u~ o ~ ~ a a .~ ~ Q

~`
U
W

O

a

z
3 ~
~ a
W
~
U UG
° ~

-~
p
'~, &
~ O O
Z
~ ~
' O
O
Q. C
C a
ai
O ~
e-
~ ~
~
a a ~
a ~ ~ ~z

w
aZ N
Z
_ ~ +r NF

0 N
atj W ~
~ W ~ S ~
z¢ ~ m W W rc cn
w ~ ~ D ? ~ ~~ ~ s~i
z~ O ~ Z • ~~ ~

Z ~ O
a ~~
W Z
O ~ ~ ~~
O M p "~

U
w
~ oa
~
-
Q a ~
NZ
~
2 g
~ F

z U
a
O

W
W
lJ..
W
C~
~ ~ ~
.
~~ . N
C= d+
~R' ~ # C` li~
t~ iii
yJ1
~~+k
~rT
~~
~~
2
/ z
W O
~~
i z~

~ z ~

rn
~
o~
~ ;
Q Q
w U
,, ~~;
~
~
~
o
~ ~
~
<<,~
~
~
~
~
8
( ~ 3 3
8 C47 ~ 1 ~ ~ ~ ~ v $ v
,

~
~ ~
~
~
~,
~ ~ ~ ~

~ <f~
a
YNn tl~ ~ .

,'.

- 111 ~

° °a

c

c
` _
d
c~ i/
~ U"

s~. Y400 ~.
~ ! <)
~ _
N N
'n
T &
~
~ ~ ~ .
s~ a ~
'`mss ~
~
~ ~
- "~
~ c~
~ ~ ~
~ ~ ~
s
~
~
~ $
a N
~
S g
(, S a
'~.
I~
~.
' i ti
_„
~~ ~
~ ~
a
Q~ 5~~°
J,yryap~
(n
d ~ p0
C7 ~ 3 Z ~°
~ o~ \'- v
- ~ a
O
~&> ~d'd
~ ~/--~n ®-- °L
~~
~nE L~
z g~n
r
~ :"'. W
~' ~ ~g~
~~`- ~
~ ~ ~~~
z~
8 ~- p ~
~~ Y~ Y~
1 f¢;y
~i
~j. _a y

a

oZ

a
U
~

O Z
O

Q
U

U
r W
\
~
O

O

Z
Fa-

Q
//
f
N

s
.. ,

~ Z ~ ,s
~
~ .y.,.p ,ye.
3LY0
1908AOtlddY - 1
-

~ wx
.aa
ZS/it7Z~
SYS

~
qr r .«.-~~.w xe®°~° lea~Y'~ S310N ~b2~3N3J ~
it-'L1
~
1~
:
7
k muoa ~u~~wyunwuaa
w ,
1 SYB HRY
b ,pya,
~
:
' ~ R
H
N~S~~ 'f1 ti~~~+
~
~Y
~ loaroad
~
k ~~ ~nn
~ "` d 1N3W3/~OadWi 3°J~dNI`daa Z
~
~, - ~` ~ i ~YOS •otteor
WaOlS £ 3SdHd NOSa3~d3r
~~~
~ ~,°? , :: g~sus~ ' ~,~ ; ~~ sur J 900-10-KY
. ,
(7 ~m v v 'o o Gl $' o f 5= z o a
~i
o ~
d ~ K
:~ -- Z
U' FF
~' W
W` W
~~;~ 2
Z°:, N ~
O' Z
. r Q:~, O ~
~ f= x ~
i~ ~ ~~ ~mWW3
~~ ~ J ~ H f ~ ~ S 4 ~ n F
(n U O f ~ 0 O ~ O G 2 < 7,
=LL
o ~ (~
0 ~ Q S2 ~ ru ] ~
~ 3 ~
m ~ ~
W ~ ~ 3 ~ ~ ~ v
~S
J 15
,.,.,..,... w 7 S ]

mm
`~
~~ ~ Z ~
U ~
E ~~ ~ ~~ ~ ~ Z~ C~~
j~l !' ~ ll,iit'~i-~~i ['`! il!~!il;~l~;~I~~l~~l~I~i~{ m6a< ~~x~ ~,_~p, ~
gg ~ iii ;',.1 I ~ `` ig ~ ~ i~j i i ' 3~ 3 { i i~ ' 3 !~„i 3~ i g ! i' '~ i ! ~ i ~O~ ~3~~~~~iZ~W
~ $~~~~ ~8s~ dL~$E~G~~$'~~~~r~~~A~ti:~'$~ie~,arO.~d.t=`~5~3'~~$~s~t~~ '~3 3c~€ Z~ a
Z ~ ~W `"a a
O ~ ~,lL U~ Yra rvr~~~
W W 7
3 ^a ;Q~55
"~~ ~~~o ~
li ~' ~ ~ ~, ~~~" w~ ~~~ ~~~
~ m ~ ~ ~ ~ ~~ ~~~~~~~~~a~
~ ~ ~~~~ ~~ ~ ~ ~ ~ ~~N
~ ~~ ~ ~~ is ~~ y a ~ ~g ~~ ~~ ~ ~<~
. ! 1 ~; I ; i ~ ~~ I i 13 ~~ 1
~~~ ~ j ~I~i(l3 i j+ti~lii~i~'!i.l~!~I! lli~~~~lljl~{ij ~'~~' 0 ~
! i ~~ ill~~~ j1 3iiE1 ~~111 iii3~i~ ~!i~i~l +'~'1 ~ V ~8'o~RF3~`~'$'k'"~
~~~
~~
~`
.~ ~
i~?
'~ ~~
,.t. lL:. .,. F~i
W: fn ~ ~~FZI
W ~ ~ay~ pp
O Z ^~c~i SS m~~
to ~o€'~°~
W ~F
$~
~ q~~~
~ ~~
~ ~~ ~~
z ~~a
~ ,~ .~
~Y
Z ~~
J '
p
~ Y
z Q ~.
W
~W
J
~W
Q
~; m ~ N
~~A , v ~~ Q
O
W ~ ~
~~~ Q
d ~~
O ~>
~ €~ Q

~ d

~~
~.~
~ ~
>$
~~
~ ~
R 4
~.
a
s
,i
~~ ~
~~
~ ~.
~~ ~ ~
"F~ F
Z ~~~ ~~
O w
F
Q ~~
~ ~~~x ~ ~~
o ~~ ~~ ~ ~ ~
__~ ~~ ~ ~sm~F~~~~g~
~~
`~~' $,
~~ _ ~
~~~~
~~~
~ N
a
F'~<. Z
~$ ~
€~ ~ ~ ~
~ ~~ ~ ~ ~
~ ~ ~~ ~
$~ ~ ~~ ~ o
~ ~~Z
yt~~ ~{ ~ ~ ~~`~ Z
V[ ~Z ~ g ~® ~i~~ ~ 0
F ~i 8 ~~3~ ~ n ~~~ ~ W
~ .€g d ¢~~ ~ ~ ~~~ g
1a ~ KW ~ JU m~Z
~~ ~~~ ~ ~~~~ Z w ~ ~m~ ~ ~
~~ 8~ ~ ~~~~ ~ ~ ~ ~~~ 5 ~
~ ~~ ~g ~~$~ p .~ Y ~~~ ~ ~O
~ ~g~ <~ ~~~ w ~ e ~~~ ~ vi
1
Q ~
y V
Z Z Z
~ ~ 0 O
J
w
<~~
H ~~~
~~ ~~~~~
~_
~~~ ~"~"w~ $~$
~I~d~~~~~~4~a
_~
~s_W~~ ~ ~~a~~
W
~~6

~~ ~~~ ~ N
~jFg-
i Z
w
u7"
~~~~ 5`
~'
~~o
w
2 V7
~~~0
U ~~
a
y=w'U
W
~
U ~
~
i
~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~
~~
R~~ ~~ r ~
~ ~~ ~~
tga3 W
F~i ~ ~ $~ C ~~e ~~ ~~~ ~~ ~~
~F~~ ~~ ~~ ~ ~~ s~ ~o~ z ~ ~~ ~~
~~ s
~~~~~ ~~ ~~ ~~~ ~~ ~~~W ~~ o~t3 O ~ ~ ~@fi
fil~~d ~ ~~ ~m ~,~ ~~a~ o ~n ~ n~ Z ~O
w _ ~
~~qF ~~ ~~ ~~ ~~~~ ~ ~~ ~ ~ ~~ J ~
~' ~ cv ~ a
°~~ ~W ~O ~~ ~~ a ~~ ~~ ~ 8 LL ~ U ~a~
~~~~ s~ ~3 g~~ €~~ ~~3d S ~o~ ~ ~ ~ cA ~~~
~ ~ ~
~ ~~~ ~ ~ ~ ~~~ ~~g
~~ ~~ ~ a~ ~~~ ~ ~~
~ ~~ ~~
Z~ ~~~ ~~
®~ ~~~ ~ ~~~~ ~~ ~g~m
s= n~
~ ~ ~ o ~~ ~~~~ ~ ~ ~~
a
a
~ ~~~ 3 ~ ~ m g ~~~ R ~
~ ~<~ v 3 ~ ~ ~ m ~ ~ ~~~
m ~~ u. aN ~ ~ ~a
w ~` ~ ~~~~ m ~ ~~ ~~~~ ~~~
U - m ~`= W ~ ~ mQ
$H ~~~~ ~ 5 g ~ ~ ~~ n
~~ ~~ ~ ~~s ~~ z ~ ~~~~
m~ ~~ ~~ ~$~ ~ ~ x~~ ~ ~~
~~ ~~ ~~~ w ~~~; ~ ~
~ ~ -- ~ ~
~ ~ € ~ a ~ ~ ~
~ ~~ ~~~ 3 ~ ~~ ~e ~ ~.
~ ~~ ~~ ~ ~ ~ a ~~
~~ ~g~~ ~~~ ~ ~ ~ ~~ ~~$~ ~~ ~ ~~ ~
~~ ~~~ ~ ~~~ $~ ~ ~~ ~s~ ~~ ~ ~~ ~ ~
~~
~~ J ~~~ ~ ~~ ~~~ a ~ ~~ ~~~~ ~~ ~ ~~
~~ ^ `y~~~ iii ~~'~ ~LL Q ~~ _~~~ ~~ ~ ~
L 13~IS-w3oN I~wO\NN4S lliad\f io5 ~Id\OOYJ\VN~ILL~OY ~V~D\~afo~d~'~0
1, l • i

;, :~' ""° "" L c~~aL Ae~sYS~ 318b'1 lb~IfllJfl~IlS
1,~,
m
z
a~Mens
w .~~ ~,~^~ t
AflO3)D~U
d9 U9NPd311d n
3J V N~ V OQ 9 L

~
~ s w
~
r
w
8ttlp'L~YM u11pMNyy Au111~wIWDO. SYS HNY
NOS~IOId ~1~d~ L{~~ 1~3road
~
~/~ ~p~~A•~L~~ 1N3W3A0~ldW13Jb'NI`daa £
~ ~ id*v~d "°"d"'~°;, '$ g''"a °"' a,Y~
suL ~~,
~ soo-w-LCe W~ IO1S £ 3St/Hd NOS~13 ~d3f i3~

-

Z ~ ~
Q ~ ~
c~ ~ ':
i i l~ i i
I
°0 '• ~ j im
m i f= C O .m -
d o~~ ~~~Zr

- c~
,J Z_
Fa,,,' "~
~ ~

_}
~
~Q
~O Z
T
~ J
W
d
~
_~
~ V
~
= a'
H F-
ON
Z Z
O
~ U

'H'19 O1'B'~1N3AN00
l'QOl'9Y119AN00
8,91' Np3d6
3131NI TI103dS
SHI'1 T/103dS
(OA'f10)1lYMON3 T/103d5
'liM1lY~OW3U 3dld
GL'Oi9'019'A'O'fXlld 3did XJIHB 4'ONOO
zeroro als •A•O a ~ 8HYnoo'oNOa
~SOA'!q) X ON'fIH19 TIVMON3
6£019'OlS'9'r'9'1
M'OfB 'O1S L3A0043WYMd'H'W -
ze•ore do Le•ove •als 9Y
YZ'01B'O1S 831YH0 OML HLM 3WYNd ('8"N)
bZOY9'019 31YH0 HLM 3WYNd ('STU
' ZS019'018331YHO OML HLM3WYHd
ZSOYB'O1S 31YN0 H11M 3WYNd
SZ8Y9 LIO BL'088 'O1S.0. 3dA1
a LZ06B !!O 9L'888'OLS.8.3dA1
_
9Z'0>S a0 Lt'06B 'O1S.Y. 3dA1'I'O'W
9L'069'QLS 31YH0T3WYUd'I'O'N
N
U Sl"8Y8'O15 F70 Yt'018'QLS 1'O'N

~
~
jj
g3 'gg~
~~M
U
y
W
~ $^ ~ F~~
Z U
d
~ g
~ v
~~
y~j
(l ~~
I LL
$
rL `
F W
Z8'064'O13 il0 LO'Ob8'019'9'O

ee t
W
fA 6$
a~ ~
d
~ ~
~~
~
7 ~
~

~o
H
NWO301S:6Z
NM90301S.BL
NNH03OIS SL

O~~C
8
LL m H1d303A09Y ONY At
~ ~ ~ P
~ ` H1d3O AL -.5..
5~ (A'9 f1tlH10)HOY32l3d
NOLLY/3131L3ANl
NOLLYA3l31Lr3ML1
NOLLYA3l3 d01

'ON 3WL.O11U16 O1
WDMd
(l'J?JO'1H'lII NOLLY;IOI
199NYIN 133HS

t 133HS-Nwn w~•~\n»vs i~~i\t cos wld\aavo\Yal~uz~or\"oeY~w f~''~o
1
s ~

'~'~ ~'P°~
'"` -.-~~ 31YQ
~ dS 03AOllddY
svs
-t/-1N3WN~JIIb'

~ ~r~~~~es
~
.Pa~3ro
wE13WdiUd
la3nln0 NOSa3dd3r 96
ao
„M,
~l~1M~ ~~nM~H ~iW~~ SVS HFlV ,
NOS~I~Ia
/ ~
p H1YJ3 1Li4YJ 103road
V
~/~ a"~A•+~ 1N3W3nOadWl3Jb'NI`daa ~
• e• pe,~ ~~; , ,wo w-~cs W2iOlS £ 3Sb'Hd NOSa3dd3r ~~
O
} M
J W
Q
J
W II
Z ~
~ +
F- N
Q
r
to a ',
Z
J
0
H
rn
Qy~
>J
Z
O_
C7

m
o ~ ~a~g ° ~~ZW 5~~~ ~g ~O Z ~ ~o
~ ~ ~~,~zq,~6~a~ ~Z ~~w ~g~a qqz°mc~~~ ~ ~O~°~
~Z ~ O&ao~~ 4a3~~~~ ~~~w ig~O~~~c~.i ~ ~iwU
i wPL a ppzm~~wui ~F~~7d' m OHO °; a~akk° ~ y0~~
a ~~ a Gt LL~~~ °8~ o>~~p~a ~zc=aa~au~ ai ~~LL~
i 7 ~ w~rcwax 7d' ~m~Fz ~-+Ow zzua! zw~ -'
O~ a xnWroKY~ N~-I~ga ?~u.~ aamaUULL OZ ~~<F
o =~ LL °aiiLL~~ ~»aWC',o o~o~ ~~mw~~~r o~ rr~Ntg
~ gip] ~azzse°tw °c7Z~~t-~>jLLK~oWpazO~ v¢° ~+w
UU °ZjB ~J WO~~K~ (Z90yym IU O~U~~ FOB <~°U~? (O_~OZ V WLL. y~
W Q m W V W ~IN-Op NfWIJ QU' W y~ ~QFTU+W QF=U U~~~Z~ YWp3 0 '(J ~(y/a~3L~aS~~pU'
O W ~O~ W ~ 7>O W N~~ W R'O~w W (J ~tNO !-~ ~~ma6 ~~Q W W RSZQ W
~I c~~ ~c~° mm a?am~Ow ~~u.a~°d Uamam U?~~~~°U MBA aN~LL~
2 r CI l7 ~ V 1ff fG IA EO 0
1 ~ rk ~`= ~ II 1
a ~ rc III 1111 I j
~ II 1
1 "A ~~~~ a 11111 ~I \I
~ a a~LL ~••~ qn 11 ~.
moo. . ~~ owq~l ~ 1111 1~
c ` ~ ~ ~ ~ "~ Ifl1i. 111 II
~~
i~ I~ 1 ~ ~~ ~~ j 1j11~1
_ 5 f ,. I U ~. 1
1 3~~ ~ ,II ul''
,,.J',) ~~ ~~ III'II ~Itl'~1
`~ ` 1~~~ ~~'!II 11''1, '4.
1 i~ l I+1 I u 4 •1
~ II I '~~~~~ I~~ :1'.
3 \ -~' ~ cif r , ~i
egg ~ ~ _ .~ ~ I I ~.,'~ j
~a~~ (~ ~~~`.. ' Ijill RiI
.,
~, ;~ \~ h.i ,I
~ ~r~ t
I _' ~
Mw ~F/+~i~ / I mod` !'I! •~'/ -63' ~
W 0
CW ~~~, r 3~ o,~ ,j1, I~~+
~ ~~ ~ _RG73 ~D t ~-
'- \ ~->
~ $$
//
~/ ww Z
//; 4 ~~ ~~
,` ~~ N a~~~~~ ~~
i ~ ... ~
n C'\=
`
lip _ ~. /
~ "~~
...,A,. .
..r \
\
~
\~ \ fey

c ` /., ~
3QS ~ _ 3
~-'
~ ~\\ ~ ~ ~\ \Q
°b
_
f ,~ ~~~

ff ~(; \(

II 8 ~
g ~
€~~ 4 ^~h '
'~
,
~~„
~
~`
~
~ I`I'
mm
~ ~
a'
W
Z
J
O
S i6 ~
a ~ ~ d S ~ ~ ~ ~ ~ ~ ~ ~ f ~
~ ~ m m
I . -. I I
I
+ i j l i
~' I I ~ I ~ ~ j l j ~

j
y

t

I ,

I I

i_
I
I
j
~

k I
1 I

i i
I
1
I

~
6,

i
I

~~
'
~ i

~
I ~ I fi

i

~
__

I
~.- ~

i_

_

.'

.
_
1._ ~

i r..

~_
t
~ i
I .
f .t
.
~
i ~

}
~ I-
~ I ~

i ;.

~
i f
~
~1
oW
i l ;

I
l i ~.

' 1

- ~

- ~_

i I

~,
i®

~
~

._

~ ' I

I

i !

~

T- i l

~
i ~

$
~ ~

IC

I
L I
I
I ~

1 I' I ''
I
I.;-

~

I

_ I

.

. I

.
T
~~

~
~+
I ~ I
I
~ j-
I
I _.
I ~
4 ~-~ .~
-
I j m ~
I I l_
!LO
3 _~._
1~ -
I ~-~--.
j - ~-~
i_ _
r
I L I
~ i ~ I LI
1 ~ ~ ~
t 1
.JP
1 I ~
I. I
,
1
_._ I~

'
~.

i
i
~
~
I -
I
i
! ~
F I
j
~
I I
-
i
BL~
l
3 O
~
~~
1 I ~
. i ~ - ~ ~ L I , ~ ~ ~ ~ . ; I

..
-
I
-
-
_
_
1
i
-..'
~ 1-~
1
-..
._.. I
1._
.... I
~
-

~i
z
I
~~~
I
I
I
~
~ I
r~
I
'
~
~ ~ I 1
I
"F ; - TT f' j _i _ - _ - - ~ I - -
I '' I ~ I '
I I
-~ I 1 1 j

0
,
I .I.. _ _ _ i l k j
33 p
C 9
i
3

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I~ I~ ~~ ~ ~ ~ ~m~o
Y
• 133H6-0tPued _ epeLd 0W ~Id\f1pld ~61m0\LO '"°°'°1!°('\6~q.aop cwo~dS ,tm ~ gi~'~IaW-~+W1M'
wt+d\4 705 w\aaww,\ra>P~uaor\HVHO\oi~fad~~p

d\ I
~1 a~m~ 1\\ ~ ~~, ,
~`~ij 1 ~~
yy

,$~ ~r
~ es ~~~ ~wo'~' ~ \
Z €~~b z~ ~
@~G~~~ ` \\ \

_~w ~~ 0

.
Y~ °~
. 4 ~
°~~ 1 Yy
3a
a
~ y
~Y ~, dF~i~ \~
~~~
o \
1
~ ~~ A ~~~
~
~~
s

i~
a ~~ ~ I~~ ~ \

;S 1~..; ~~~ ~~
~ L,# I 'r
~~

~
M
1'.r.. bgb
~~J
1
rl•
~

Q ~ "` ~j f
Cl`~~ ..- _~_....-y_CE9
~

r~ ~ 3a ~"~af 'f *tf

T _ is ~
3C
r 9,1
1
-/ ~~
i
' ;
yiW .. ~ _VC~X~11 j.
~ ~
J Z ~
~31°~0
R ~ ~+
~ ~ ~ EoN~
~z°zz
0
a a°,~oc~
~ J
W
~ a ~
a i a i R t

y,90'11„e ~~
"m"'° SI.YU dB °8d°NddY
srs
-
-
'
~w+as 8
1N3WNJIlb 96
~~ d~°~3'° d9uauvasad 3lt/MS 3AILIa NOS2i3dd3f

NtDal»W. urga~v}r~.yy ~HwiWUw
~-W/
SVS
~{yry ,~
NOS~I~Id w$~ NLYdS II!°Y9
~
~M
~"'~"~ 103road
1N3W3n02idWl dJt/NIt214
9
' a ae~~'d s+~~a a~
os~~ ~~
o ooo_~ru9 W2iOlS E 3St/Hd NOS2i3~~df ~~
~! ' ~
m
_~
z ~~
a ~~
~~ ~~
w ~y
F ~Z Ua
F~ C~G QZ
FI UK ~UO fA t/1
Z ~ cV of
I I i
i I I
I I I
•T~
. I ~I ~ i
I
e~ '
I
I ~R~~ I i
a
I. I
I I
I I
~, I l
-~ '~~ I I I
--1--~ ~~1~~ k
w
~m~
=JZ}
~Q~~
Y ~ ~ LL
OOWO
~~c=7
~Ua~
aoo
U
I ~t ® ~i
I S fl b
a~ ,.
--~ ~ // //
-----_ -
i j'~ _~
b
I I ~-- - _ - _ _ ----
- - ~~r-~ ~ -- J,-, 1 j -zr--4__ -~
\
- ~ y1~!~ ~ ~ 1 .I~~ r E _~q
\\~i ~ 41 \ ,~L b ~ 1~-~ .4
_ ~ _- 4
' - I -\\ Is~9Z I \` \~\~\ ~ ~n
2 ~ ~ \ ~ I \ ~ \ I \ \
~ ~
`\
~~\ \\ ~ \RI ~- -J \ \~~I , 11' - \ I I
\ ~~~ ~\I \w °`\ I I
~ ~ b \~I~ \ r \ I - ,- - 1-----LL---
aw
\ ~
_ ~---
~~ ~~ ~ -.t
I' `~,'
` ~~ =~~
~~ ~~~$
~~ ~~~ ~~ ? imiS{S
~ / A
~ ~ `\ `\\ \\\ / ~Id ~~
/ II 11
\-~.

I QF
I L gy~~`~
y~~
- -
__ ~ ~~
~~~
;I
W
~` ?'Y
,~~, 66
\ mN

~
~ \
~
\
,
I - § ~
I~\ e
\ \
~-
$
rFZ
~ ^W

.
--_ ~~~0~
__ ~ ~~~
s
>a ~ ~~
.. ~o m ~o
-
~ ~ ~ m
d
,e I

d
: t
ov n
r
..
~i ~i °i °i ~i

N
m
W
Z
J
3'
h
~..
c~
~3°0
f ~ N ~
~ZZZ
~ ~ G O
J
W
1
m
W
Z
J
s~ t~s ~s rrrkA~a^.°\~° u.ao~naauh ^aMO»d-~»ns\s rs ^oy\°°ro\r~l~cw~riv~\p^~faa~~
1 * > d 1 •

ww ww vvs atva xaasxoaaav
""° ~, b ~7+~7zr' svs #1N3WNJIlbf 96
xeaa~ao xeaaavaaw Nh2i NdMS
~; -
~ ';0
rr. oral rnr rrc -7u/
-7~
1II yys ~y
N4S~I~ ~~~+ ~Y~a~~~ l~~road
~~ ~.ua 1N3W3AOadWI ~J`dNlb4la g
- ass ~~, W~OlS £ 3S`dHd NOS213dd3P ~~
• skid s
ueld ot~~ o soo-w-tca
a m g
W
W ~ ~
gm ~_~~~ ~
~s Y~ ~ s ~
LL
~~ ~ ~ W-~~
oZ 1N- GGII
~ ~~~6~ y e
~o~~~ ~~
W N~>~
= YZ W
m~~Ft..~pp Oa~d'~W
~S.W W6~FU O2
Y! N
~UG dOU~6G ytn
~I r N PI
r / / l / /I/
/r~ /lc I[/tip,
I ~ I
I I ! / I
I 1 / aJ II /" _>>
~s ~ I I rq '
M~$~W~ II / b /high 1 / ~~
4g /
g'll~n I I ~~ I l//// ! ~ S
,, /,
r/--~ f I/~ ~-I
1 / 11 I
II I l ~ I I
ccccct cc c I~ / ; l III 3 b,
(f I~ /e j'~ 1rFw ~_
11 I ~~~I
I / ( i I
t)11l ftr2 v / i/
-- , /~ ~ , ail, ,
/ j1`
M~mR~ l ~ ~ ~ / ~~,~I
a ~~5~ / . /1 - oll ~
Zoo ~ ~U,, , I
~ ` /„ /
r
~ 8~a __~- ~~rillll~ I .
o /~ I IIIIII' I
~ `~ 4 1111 ~I
~ ~ x =:11111111
~' a ,11,1
~ h 1
6 < y k II I
~~ ~~ ~ I~
~i._/' k ~
// ~ ~ I 1
I . rI \ ,
I ~\ ~ Sv I o
:sa ~ ~ 33 ~ ~ ~~
I~ I f Y f ~ A `C~`.\ + O
F I
z FI ~ t^~'o ~'~\I1 ~
~~{„~ i;
N
~Q~~
c 0 N ~..~
m
~?ZZo
0` ~ Q ~
J
w
~.
a ~
~~
`~~~ ~
~~ ~ ~
9~
_ ~~ '
`_-
r
~; 1 ~~
~ . ti
j3 N
3 c ~ ° . yr
.-\ ~ ~}
/ ~ ~'= IZ~nz
~ ~°
_o~ ~
~~ ~ ~ =s~
~s~ ~ ~
_~~
~ ~ \\~ l~ b
ll-.1 \\
~~'1-~~_ _---_~-
II C~ ~~ ~
Ig qq
III~S~ S `° o
IIII -fl
IIII` `"'" YgNo
I 11\l ~ ~ m
>I~\\~~ ~^ r3~FZ
~ i liid ~ / mo=°°
I~ \ Z
I 11 I V
1 .IL;;F~/~.
}~{k' \'
II
I
rII III;) / ~
III Ill
!~/ I ~ Ill\ ~~ w
I ~\\ ~ ~ M
~ \`~~~\I
1
l,l ~\,\
l ~
1 l Ili+. \~ ~p
11 III 1 `
~ ~- Iilli I $ ~ 'ice
1
i~ ;a~;~!, ! i q l ¢
ouEpad-uor» M
z-Y X11 ups\WI\y.unM uwwg\bupwr~ tuwyKg NowNd~f W$ ~Id~Q4WJ~VN~IIZOY~av~\ruKo~a~~
Y ~ ~ r l t

..w .w.a a»L

,d.e , a~.va teaa~oaaar

~
O-1N3WNJI'ld
96
,„ ~, L„u
LILG III'IORFI ~ i,~~
1B U81D~D
16 ®YYdlld 3Nt11 NOlS3ad

la N`dMS
l
N

~O
awiv~ ~+w~w~irv" ~~ -7-~ svs imr b
f
N~S~~~Q "`~"~ "'°`'' 103f02~d
~
~/~ ~ 1N3W3A02idW13Jt/NI1~2l4 L
•• a~~ `a oz~~i o 90o- w ua W2~OlS E 3St~Hd NOS2~3~d3f ~~
C
a
~\
---' ; ~~
-.- ~,~
-~°-
~~ i
q.
=-\ ~ i ~i~
C~~ Tno i ~.
i
~~~
r r T
,' / ~ <~
/ ~ ~7.~
i
~~-~_~~ ~ ~~ wti
1~ } -~ ,~.
I I ~ ~ 1~
I r ( r`~ x
i
I IIIIl~ 6~
" 7// r ~~~
I 1 ~ `t / /
IlrLl1~rr/~\
R ~~ ~ ~
~~
L~
i
~ ' ~~
. \ \
~ , ~~
` ~ `
~~ \}
~ 1
~;.~ /
%~~, ~~
~~` ~~;
~\~\~~\ I
`\ ` ` \ I
,~ \
~d ~
•`~~ ~~ `~
~~~
t I I I.
~ r 3 ~Irt
_° ~ /
L~~d~jZ // /
/
/
/' //~_/ r / •~ ~ 1 6
_~~ i/ / ~ /
~q. / I
9 r
1 ~\ r ~// I
i I /
1 /
I 1
~~°! I /
~ i . 3 ~ _~ r~rU it I
x~~H ~ ~i-- ~ ' II I
ym~ ~ ~ ~~ ~ ~-! ihul ~
~~~° I /~ ~I ~ r i~r I;~~
^ ~11 I ~ I~il ~ r
az^ 1 I(
1
-~~~ - / . II . y-`~ ;1
/ / It°'~
I t"'
w ~ °°
;~ao a ~ l3~~Oz m i
(~ ~W ~ ~UU~~~ ~~ ~ iN
~s ~ ~~~~~~ ~~ ~ ~~~
Cy d ms~~~ qa~ = aU~
a a aL
~ LL~ o ~~ ~
Z ~ ~ ~ N Z ~~Z
OW °egQ uS ~FO~z~ ~ Og Oz
~'ZS S~S ~1iOa5 N~y WWN ;m~WNZ~eh ~~~ WW
~/ ~ ~t~! ~^ W~ UR ~UU fn ~? Km F-O "`W000 U_~' W N
' / / / / ~. VZ OI
u 9 R
a
6~~
C7
J Z ~ Z
~a°o
0 y U
~ Z Z Z
0
~ J p V
W
/ ~ / / /y _ / ~ Z r N vi f iei L9 ~ I
// / / / r • ! 3 C7
/ ///~/ ;1~`~ ~ f1 ~
/ / 8 / //
~// l P ~i /~ / ,, I W
/ / / 6' i/ . ~ /~ / `~
/ // t ~~ ~~/ //// / I
~I-~ ; , I, ~ ~;
. ,~
~
yy ~ I ar~,,~ y
/ E~
r,
/'
// . a/ r

~ 3

~ r
`~~ i / ~
/ ~
/ pp~
/ F
_ / ~ ~
/ ~
^~
m3 An_

i~o~
- gg
>r ~ ; ~ a
`~ o , , I
I
~ ~ / ~ I a
t I
~ I
I ~ ;/ ~ ~
•~ ~ .
„_,
\~,
.;

~w ~
1,, ins a
~ \ I
~ ~
\~~ ~
\ s
„/ I
`~ ~
I 1
1 I
C ~
/ 5
\ ~~
I
~~
~ /' ~
i
~/ /
I
.-i
I
fi una ~~S 6~V\- ~Nl CMS ~MpO .u»~aSg R,eiuy ~•~~yoKo ~pM
\ \ die ~.s ~ia\aarq\vrn~uzo~ avHa\ d\~o
~,
:,
~~, ,
.~
~ ,~
`~;~
~~' ~ ~
y \ ~~
.'~`"~3 ~
fxg
5~a~~
g1~ N
N~~'~
~~~g~
_~
mmm~~~~~~~~~
S
I
g I
3
i . ~ ~ a t
6 ~ ~ ~ 3 i i ~ ~ 3 ~ ~ ~ ~ 3 3 ~ ~ ~

~"°~ °'*'~ ~"~

~» aiva xe mxouaav
-J-1N3WNJIl`d
° 9 ~
auz oe
°1"
'
"
10 j~
"I"!°~
xe
xamevraxa
OVO~J
neey
F
~uw
"m
a~mme~ .,n~n ~~11LL svs Hnv ~tl01SOd ld Nfl>:I N`dMS •a0
N0~~~4 ' ru.~d~ ,~~

~M~ ~~
~~w• 103f021d
1N3W3/~02idW13°JdNlb2la

• e ~~ d ~
u
, s o"_w ue
W2JOlS £ 3Sb'F•id NOSa3dd3f g
yes
to ~
c~~ w°z ~ ~F w < zZ
~m=a ~ z o~~ ~~~~~
r- rc a
<w~~ ~~g~~N ~ ~a ~moo~om
8q ~ o z
~mr~ S~QZ~az~{6~~~ ~~zF ~~Z~Z~r~ao~o
Z w Wm ~cw N.. ~~B~. <Q3pV<>OZOO-
~a~~ wdo~W~~~ W~ly~ ~~~a~woi~~w
~~ic>a ~~mavro~a viv>~J? vc~xviorcav~.-o
e3 ri < _
/l:~-
,,
,ro
~ 5~ ~~
~ ~' ~ ~~~
~~
/~
_ ,\ ~
I /
1 i
•~ / i
~~ i i
~ \),~ / ~ /
i
i / /
/ /
/
i/ ~ ~i /
. / i
. ~
/ ~' ~
?`c' ~ asks
a~~
i •~ <~ -sa
J I ~
I `
.~ ~
\~~
\~
\ \ \~
~ Il\~~ ,
1 1 \ ~r
1 1
I ~ I~,
1 `'
1 `v
/.
/ I.
,~' , ~.
~ / ^s- / 1
~~ S.e /
' // K~I /l
/ ~~.` ~
I `--~ I
I
I
a ~~~~ ~ irk
l~h
~a p 1
~{oFi j ~8 I $g~
1 I r l~ ^,r
r r
1 ~
o i r II ?
1 I r l
f r 3/
\\ ! l ~~y !
`L ~ bai
I
1 I l
N 5 I~ 1 1
~, y~" ,,
~ll~~ \ s~ J~.,,~r I~ l/r i
~ / I I r, /~
~ ~ !~
.~ \
1 rl
i r~ I Dill! ::
!
!! II
j9
/ h I.
/ ul ~I of 11.
_ /
~__---~! ~I ill ~~ ~
f 'e i~ /' r ~l I 1
>y ~y / / ~ I
L /
1
yy / ,~
CEO - ~ ./ I ~ I
~~ ~ ~, ~.
,,
~~ , ~,
' ., ;a
/ !
/ / Y/
/ / R
/ I +
~ /
~~ /. °/
// i ~/.
~ 6~; /
a ~ /,
~~ 1~- <
i
i i /
i t ~ ~
. , ~~ i
,,
~~ r..-
~! ~,
~,,,,; I
x ,.. ,
~~~-;~
~~
~ , ~~
~ _ $ 5$x~
~~ ~ ~6~61td
~~~~~e~~
~~~m~
~~€~~
a ? t3"0d~
s~{a '
8~~4;t !
a :3a /
J$a'~a'
` ~ /
~\ •~.i
.~ ~
~~
~~
``----\-
\ ~ ~~
1
1`y-`~
,\ , ,
x
1
V
I
z
~~
C3~ g$$p 3 ~ ! II
~~ ~, \\
\~ - ~ ~~ ~ ~
~~~ ~ /
i-,\ ~~ ` I
/~~` /
~ ~ ¢J¢
nW9N9~y !
~ aNOFro<<o /
04 m~ /
1 p ___--
B~Gi ••a
~ ~ ~/ ~'
//~~ /
11
rr /
II
I
!
~p/ I I
% g~ \~ ~ ~ I
-, r
,,
y
I ~
II ~ I
I
I1 ~
/ II.
~ I 1
~ - l
R ~ / / / ! / ____ I I
i J l I I I I
1 tom.. ~---- --
s
~ A
J z ~ Z
~Q°~
~ ~ ~ V
>>
~Qoc~n
~zzz
~~Qo
J
W
t~
I
U
I
. ~ ~ S-- u^il w~S\d"'P\f uryl wMg\6yeeo eub ruOpap_enn or
~ >MS ~~wa\s yes w~a\aw~\va>a~~zoreavuo\n~ere~~
1 ~ r e
x~oM au~

~~ ~'`'° '~°edD7d"`' -0-1N3WNJIlt/
~ 3nlaa 9 L
.,~
°" ""~' ~ ae
~ `
`
'
`
,,,a,,,.,,,, ~„W, ~.,
~ ~, ~~/~ srs ~,,,, JNISN
dl l
d
>31a1 JNISN
dl ~
NOS~7 luvar °,ima '
'
~M~ ~~
+~a-~w+rw~ 1
J3f
Oad
1N3W3nOadWl3JbNl`d2ia

e a s e
~..',
° soo w u>a
WaO1S £ 3Sb/Hd NOS2i3dd3(' g
~~
~~ . m ~ ~~c~~Fmn~ ~ ~~
9 ~~ ~ N~~F~~ ~ ~a
~° ~ W~ ~ ~~~~~~ ~~~
5~ z em 'a ~ms~m~ S ~ w
~m $ ~ $ ~~ •O m < W
¢ v~~. ~~ ~
o$ ~ ~ o ~~~~~~ ~~ ~~ ~~~
~ 0 ~ LL F,~~,~2YWl~ U~ ~~O ~~a'
rc m W~za< oZ m~ $d
a~ vv ~,8 a rc~mdrcv~Zi . oo ~}~ ~c~y~~
O ~~ °t~~A III.N W?$Q WZ Z~~F-
2`S$yy zm Z `yq~°1m0F~p a' W W z~Z ~V/
G WC' U~ ~U~~ a?Km~OW WNU~U
~I r FV P'I ~O Iff b C\
o~v+ot vss aN~
999-+~~ ~,LS N~~A~.L~H }I2IOM ON
T~, , ~'~--F~-_
II ~ f
p/~ ~F X11 ,y ! '~~
k, _hi
y ~Z
-~ . -~ • ~~
~~
~ ~y----~'ora~
mo-nu v mro-.~ti_
am ~w~+ aNias~ ~ ~ ~
1 3r1 /?JO SNlSN~7
~ 1
a-nr Fr awa ;
~'~ A oxusm
-- ~_ -.
~ 3
'~ ~ I
i ~
~~~ ~
~~
~ ~
~~ ~ \
i~ i
J~ /
~.F,•
/~~ a~ ~~
E
. ~~ ~~
Z ~ ~~--
a aei xoFen
/ ~-
4
.SS =r~--'-- -
7 F~ 3A
~30 -~
3 $ - -~i
i
1
a\ i
'~'
,le b~
t
sk ~
~~

1 ~ s II 1 {`I ~ o< ~ ~a
I ~ ~ - Ill 1 ~~ ~~ a"~i3o~
I 1 1 ~ 111 j $ \ ~~~GGtSI
i ~1 ~ ~ ~ 711! j . ~ 1 ~!5Q8
I 111. ~ ;.;~ ! ~ ^zS m
~ ~ '~~ I~ `?' ` I I ; $z Q 3
~;,! I 1 1 1 11
I ~ j 1 ~~ 1 1
. ~ ~1 ;1111,
~ ~~
~~ ~ a ~ lii ill I J '~~
~, ~ 1 I. 147 c_ 1 ,
~o ~ I 9! 1 I r
'1 Yf 1 °~I 111.1 -7. 1 A"`,~ ~
1 ,1 1 ~S~s'~`,'
1~y4'"tis ~ 1•.1'11 ~ •~.
d ~k 7 !. III II I
s ~~ 1 ~ ~ I~j I ~ id• l/ ..
~~ ~.(
i~ ^~ tLf~ 1 j'i I ~ ~
~ ~ I 1 1 11111 -~ '` •• 1 - ~
j ~j111II tll I / C~` ~ _ OFpt
1, ! 111! III 2~, ~ 1 ~~`~'~° YY
~ ~ 3 1 .111 I. I (~ /~ N rd6
~ ~~ 7 ~ 111jj11 kl~. 1 \I ®$~mo~ I I
~ ~~ ~~ 1111 111 j~ ~ -~ o~o0 1 1 ert
VIII III i8~ ' o ~ I ~ ~°ow
111 ill ~~ 1 ~ z~ I I \ .
~ ~.a I ~ ~IIII~I j gI ~ 1a I-I
y ( ~ \y~illlj ~ ~ \ ~ -II \
`4~f
" =~~ I ~ 111 \~/ \ a \
I ~ ~ 111 } )
~ 1
- -- fill 1 ,;--- ~ ~_ - - - - -
,1111 1 t~ \\ / ~
1111
lµl 1 \ \ /
IUI
~w -_- 1\II , ~ ~i7~FV
~ W ~`---" t~~ Ill. \ ~ .n°-3~~
W i~ 1\ 1 j y o oa
Vi ~__, \ \1 \ (1 d I _ _ _ _
o euw am
„___r~l l o I ~~
\ i I ~ .
oz+o ~~ss ~ix~s~
I
A
I
r .. L-'~%~94+1 M+Puo'1~6.~P~'~°7~QM1 S~Iwo'I~~A ~uwimCS Rx~wN C l05 ~Nd~S~~{t13N1 ~ONQ1o'~61M°-~~ lol'
- .. ~ \°O'IJ\Ylp><llL°f\Wlq~goF(~~0 ..
i • A A ~
3
Ayy
n ~ R A
N
J Z ~ Z
~3°0
_ F-
f ~ ? ~
~aov~i
aQZZZO
Q, J~U
W
fY
mv~ ~ ~ ~ ~
~ I
A
I
S
~ ~ ~ ~ ~ ~ ~ ~ ~ S ~ ~ 3 ~ ~

A
I
W
g ~
S

~ ~ ~ ~ ~ 1~

ad 3 3 ~ d 3 8 7d M a"d ~ 5i dd 8

~,,,,,° ~~ xe ~aar -Q-1N3WNJIlb7
mn,a '°
~ v.` xe~o xe®uvasua 3N~dl
NOlSSbd 1\d '81a1 JNISN'dl 94
~
quo„muoo u~gn
q~Wy F'wmuW ; ~
~Im svs ~ .
NOS~i~ld "~'~"ate '°"' 1~3road
~
~/~ ~$U-LS
-aa~~ 1N3W3A02~dW13J`dNIVL~Ia

• B,dsuald anus
~:~ ~~
~ soo-w-ICS
W2iOlS £ 3SdHd NOS2i3~d3r p~
•~

.e
o ~ ~
gm ~ ~
z
~s ~~ ~
o~ ~~ ~
~~ s~ ~~
o ~ ~~
~{ ~~
C1Z ~~~ ~~ 0C7
W 1WNV~1 W
vl UN ~U CU _S N(Wq
O2 ,- td vi ~
~~
~ a
~ o
)
J Z ~
~a°~.
f G N U
~_
~ZZZ
0
~ J ~ V
W
-- / / 1
/!:
',. ;.; I I
.
~~` r ! :/: // /~
// // // 1
O /~
~// I
//
~/ I
/
I
,:, I
I
~~

~
~ 1 r
/
~\ \ /
~'-=' ~ ~~
`.
` i'
i~
~
_, /
1
~
i O __
~ \
~

~ ~
i
I/ ~ ~
~
I
I
\ I '
I \ `
/ II 1 ~~~ i \~'
~
~, ~
~ I
r ~ 1
\
~

h ~ I.
~ / \
`
~~
b -~
/ / !/
-" / ! i / \
\ \
~
I~ 17 1j~7
I
i 1I -
\ 9

S
II
/ \ 9
I 111 II
I II
/ 1II ~~` Iip \
\
\ ~
/ X11 ~ . Nh \
ptl II ~
I ~
r N ii + ~ \
\
~
\
I ~ I I/ 1 1
Ch .~. O
A ~'
I "'
~~~
O ~ ~
a
0
a
3I2IOd~ .Qrt~
-~ ~-
- ~ a ~ o ~ I
5~ S~ ~r 1 ~ ~>: I
6g ~~ I I ,~j I
~ ~ #F I"'~ rtlf WI'I ~ ~ / 1 I
~ y ~~ }VNTJ' ~ ~Irl I I ) 1
I R~Z~~ o~~Ti~ ~~ Irll~ I 1 j ~
~ a ~~~ ~o~n~ ~Itll Iglw ~ n i ~
4r~-1 \ qgI (
,i i7 ~~; ~'`~~ ~ ~ 777 7~7 I ~ ~~ ~ ~ ~
r ,~ __ ~~ I
~ ,r 1i11 fi~~`~ `:gr9~ -~ xs -_
.~. ,.~~
~~ ~~- I a 1 ~`sg6°qCE
7 ~ h I , ~ J . `.,~sm~ ~~:Fa
fl I / h q 'ss~a'~
r ~ r s4~
r r 17p~ iit :.\
I ~ ~. ~~ ~
~ ~ ~ I~Ilir ,s ~ ~ \\o ~3~{;~
f 7 / Q -. / VIII i'11( a ~ 1 ~ 6 ~~#S
I r ~~& i plll Ilh ~ 1 a^
i rrl ~rf l jjl 1 1 _ ~ ~ i "=~AB
i / 1 ~ Ji~7t -all 1 ~~ I g1 ~ .
~ .. N;'~ 4r ~o ~ \ I i~'~;I
7 T\% "~ ~~ ~irll I o a \ i I
/ I
7 7 __~„ )uI n~7 ~ I
r ~ rh'il i ~ , 1
i ~ o ~i I II r
7 , ~. ~ \
7 7 i _ ~ Brl g q ~ t \ - - -
7 7 ~~ i / Ilk, ; \ \
% % ~~ )i I x 1 . \ \
./ ./ ~~ ~ III ~JI •~. 1`:
o~+oT vis aKv
ss+~ vss Hs~~s x~o~ ox
r
~,
A
r
W
ovEpp-uosi
e-~a~au ey~~e.a4~~wi bw~'A6wm~ •ww~s R,ow~e~e ws ~ma~amo\ra~twoti~w~\n~(w~
i i
~ . .~
S
a ~ ~~
x~o~ Qua
~ g ~ ~ i ~ ~ ~ 3 ~ ~ ~ 3 3 ~ ~ ~ Q ~
~ m 3 ~ i ~ ~ ~.3 ~ ~ ~ 3 ~ ~ ~ ~ ~ ~ b

°"°'~ svs -3-
'
~n~~ ~`~„; ~i~~~ A°a~umfl A°®avaaxa 1N3WNJIlb
W31SJlS 03SO1'J °JNISN~dI 90
ryugpauoo a~gaMtw/N Aaunww•e -7W /II - Srs Hwv
NOS~I~ ~.Ya~ ,~~ i~a
o~d
~~ ujgQ,js
~•~raJr+rnnww~ c
1N3W3/10adWl 3Jb~N1`d2~4'

'' e~ _
os:t
o sao w u°
W2iOlS £ 3Sb'Wd.NOS2i3dd3f ~ ~,
~~s
OO+fi 'VSS S1~II'IHa,LVY~I
o n
w
~~ Sm
Z
~_'~~~
,~_
U W
a ~
'~~ Z ~~ aao
pd ~ W ~F
~& ~ NZ U~
~~i ~~ aO~~ ~o
(L tG~ry IC_y~ y~j p~~ WWp
W ~WR'~ UR 1~-~UG NN.
al .- of vi e
o ~© ~,
XO { `~
~ ~ ~
~.
~~ ~
~ ~ ~ '~ \
~' ~'~~ `.
,~ 5 `' ~
~ C.? ., , .
.,.. ..
~~ _ /~ ~ ~ ~
/ ~ ~ --
~ ~

i
~g~~3 ~ ~ ~ '~ h~
o~~~Gi ~~
~
i~/~~
n~ °j~a
°r 1:1~~ ~
t
I~ 1
1~+\
,
,,~,P
,
,f

,.
,-
,,,
,,,„
~
~
! l~ ( ~
~ ~ 3 ~ f ~

f
~~ 1
~ f / R
/
U /
f 1 ~ If
~
~~ ~,-.i/ I f i
~ i ff Ii g
~$ I
~~77/ f f
(~~Mu°~
~j4w~ f p
f
m~~Ag r ~ 1
O O f. f
~.=YCU1 / 1 ~ f
_ V~ 3 , f f
S ~ ~ / I
~.
,./^
b. , _d 1 i
--- - 1
_ a __T
~~ 3-'~.
~~d~~• _~
0 <°~ ~~
x~Gti ~', ~~1~5 i
~l~ ~~~~5
~)} ~~
O d qq
`~ JYa°3
. -'o ~'.~ ~I 3e
e ~ a ~
0 9~
~/
0
~ i f
n
~ ~_ m
~~BBW
Zgo°, ~
\~\~`\ a ~ ~ / i
~, ~ ~ ,c
~l y~
~4.~ If 'G 8k .~ ~j
of ~ ~
~~ ~
~f ~ & ~ ~
g / i
~\ ~:~1 ~ /
~ .. ~ ~
~ ~x
~~ ~•`~ ~ \
~~ ~~ "°~
~\.
i ~~ .
., ~~,
-,:~ - , ,
,~,
~~
/ : 1l
~
~
f ~~ /
/ Lf
l
~ 1
'
f fG ~ ~~ ~~~ %
/
f _`~~~
!
/ ~
f
5 { ~ r.IW ~ ~/
~~~_
n
~ J
'1

>~
~ a
q
~ ~ ZS= f
~ &{~
~o~~y
~~_
~. _ ?WNi /
~ - / /.
~ ~ 1 ~
~ ~~ y ~~ m,uni
- __
_1 J_~~~

r ~-~
i

!! ~ - .ems i
i
r!
e o e m m a a a a a a e s a e a o a a
O ~ 1"1~
:~ ma ~ ~
~.
i Qo.w ' ~ W
c_-
~' '°a
~- ---- w©~ ~o ~s\
`f e ! _--------_~__ -''`
H g
~ei.oo-~ .r
t-s ~s\aw\s Wks\•~>"s von ~a~•s\c t•s-~w\aava\va~uzo-~av~\•r~•f a~~o
..

°'q wOS - - 9,LYG
~ A96iAOtlddY
svs
"
'
-
'
1N3WNJI
lb
3 96
1.»~
~~twa ~' ~w~s Aa®'°~' A9 RIdYd~ld W31SAS a3SOl~ JNISN`dl

gwHmw> ~>n~>~q ~[jlurww>a
. ~~~
s~ -
11Pry ,~
NOS~I~Id HI.Yd3 11iOY~

~~~ ~
~~+~~~ loaco~d
1N3W3AOadWI 3'Jb'NIb2l4
.
a va~d g~gld
~ ,
~ ,a oNw ,~,
W21olS E 3S`dHd NOS2l3~~3P Z6
~~
I .1 1
r. I / `
! i~ ~:
1# a
/ ~
sa
~~` • u ''
L y.
\~•
___
~I - 1 R
F 1
1 ~e
1
1
~ ~~ 1 -
b
Fp
~~
~ !r
~ 1 1
R ~~
g ~ ~
s ~
E ~ \
E \
$ ~.
~- ! / 1 /
/ /
~+ /
1 ~ ~~
1 ~~
/.
;~~~ ~~ / i
! ~<
_ !
\ ~ ``\J~~
a~
` ` ~
i
/ t / ~ •

/ II /
/ ~
Y
/
/ //
/ ~/
/ ~~;~
/
/ ~/
/ ril4

! / ~\
1 !
\ ;
~
( '~ ~ /
~
I /

1 I
-J
{ ~ r
__ g
1 1 , ~ /
11
6
t 1 /

_~
)
~ ~o
~
\1 ~
/
/
m ~
/ _+~ _
~~~~ `. ~~
~~s s
~N~
~ ~~
//
!/
~,
g e ~ ~

1.
'~
J Z_ ~ Z
X31°0
W ~ ~ j U
I N~F-H
O ~ J p U
Z Z o
w
m
.. ~ - • Li W°i°RS\6"'v\s '~'°7°RS\°W°lrtS P°°>MJ R+°P°°>°'S\f 3°5 °°k\OOV~\Vtl°°IIZOY~a~v ~>°fo
° ~
~ < ~ ~ Z
~~ s~ c
a~i ~ ~O~
O
w 3 ~ g ~'~
x ~ ~ o~. ~ ~~ ~-~~ S
~ w o YS ~~ ~~ ~~~~
v~~~ 5 ~.. yW_
,~g ~ z B q a
~ O V' m~ ~ ~W ~~Z ~~mz b'
O U d' oo ~ ~`~' zUm ~c°i€FZ o~
Y m 2 ~° z ~O iQ~ ~~W~~ o~
~ ~ F- }~ ~~ °~°w ~°w~ z~g~ga 4i
3 = = 6 c s~zO` `~ ~ ZO~ ~aa 8 ~ ~ zz~'~ ~ ~a ~ o
J ~ ~ ~ ~C UK ~U~ >~~ =i ~?K4~1 NN
Q ~ 2) ~ ni ai a ~d ~ ro
' / 111 i I 1 F
/~`~ 1 1 ! !~ ~I Ii~~ I jl I) y 1 1
1 -i~ `~ , ;g¢j II 11 1 I ~ IQ~ ~
I \ ~~ ~ ~I yi 1 ~ }i ~- o ~
,u J I ( ~
` L~~fil IIDII ; $ih 1 1 ~~ ~~
~-~. ' ~71~ 1 ~ III ~ I Il.
>~ o ~ 1111 11 I d ~e A .,
n$o$3 0 ~~ S III I ~~~ j ~ 1 1 I ~~ ~
~ 'i~~a~ ~Iil IZI II I s ~ g~ ~ d
~~ ~ ~ Ipl ICI II I ~
~~^-~~ 1~ I I o m
@445 o~~xa. ~1 ~ ~~ )'~ i u r~,~'i;~; ' ~ I ~ ~$
";r i ~ ~~ \
/ /' ~~ ~
r ~ ~ i yh1 ~ ^Y / ~ ~~
~ b 1 III ~ \ / /
/ 1I ~ 7g/
/ III / €/
i i I /, /
~ i to ///.
i ~ -, ~-!II !j! -
_ III ~/~ ~~
rt s~~Hs ~~s
oo+~ •~ss ~x~x~i~t

•~.>•, w.l,

>Y~.,.,wo 3cra

e Iz z~ xemnozaav

nns
-d-1NdWNJIIt/
aw-mLCew>
LIY6 011'110OT/Y "
~ slaanln~ 94

~i~llmuoo u^iY~Mu14 Ailunwwoo
~` ` ~°" 10" Q~ xeo~omo iamuvassa Jl`dM3N
4 ~
NO 1R svs tav>. 21
M31A3~1111
S~I~~
/ I~IO-LS ' ~~'~"~°~' loaroad
V
1N3W3A02idW13Jb'NI`d2~4 £L
' 9' P>i~eid ~ a soo-w-uv INaO1S £ 3Sb'Hd NOS2i3d~3r
>• ~
~ ~ ~~
~..
om ~ m ~- ~~
~z m 8,~~?zz ° ~Z
C7 ~~ W ~~v~~p~ ~~~,F
Z °~ a ~~=Z~~~ a~ xo
Z
a w~~WS~i7S ~~$io
~ WQ ~ ~, $WZU~ - IVZ Z~
O ~W ~ h app6 OOO
U X ~tW~~~ -awR z~ z
~Z7 OF . ~ wti UDmO . O? O~
vai <~~' W ~~?~'Z~al~n ~o oz
~~ wz~ Nm ~~ o<UU~r~ ~ gF
~~ ~~o ~z o_v~i fL~c~~°~aw c°» ~~
.~ LV Nj ~ I[) Ip
,,,,\~
~ \~ ~ ~ \tl 111
~an~\ \ l 1.1 Il
a \f111II~
~Ij w I.I l l l lii
~ '~ I III{{I
~~~~ 1111j1I
~i"n Ilillll
~o~plil;Ijl,
~ ~~;I;I
111111
111111
\\1111
~ 1\1111
---__---~_ ~_-J~a,:
1 ~ 1
\, ~ ~~B
\ \, 1=~~
\~ ~~ li /r
O ~ /I 'I
I,, ~ / f \ \
\ / \
\ \ I ~
I 1 I ~~
/ y/ XL
baK I
//// b' /~
I /
1 /.
1 1 '
1 I r. ~~
/'•. • _
_ -- --
g'- u°m ~m ~eLnc
rnwn
~'~ ~~
/ /~__
/ /~--.
~./! '~
I / I
/ I1
/ I
~ I ~$
// / 1
I ~/ l
I I i 1 1 1 1
1
\ ~~
n
~
1 1 =/ \ 1 1
\
\\ 1 I I
1

I i r W \
I I s n'~ \
I
~
\ 1 1
1 {1
I \\ Ill l 1I~
~
~l
n ~~
~
~ $ I
~
~`
~l
r
I ~~ ~ l
~, 1 I i ; lil
/ I 1
I I
l l 1
~ ~a
/ o
~ .
j
l
I X111 X11
/ /
/ / .
~ \I 11
1 111.
t ! `~ 1
1 ~I111IN
1 , \ I I I \ ~, ~,
/ ~ I l i l ~ 1\ \\\ m\ ~\\ ~\ l
~' \ \ \ \
I I \ \ \ \\ `\ `\ `l \\ \ \
1
~. , . , I \ , \ ~~ \
\~~ ~-! ~- I ~ 1 \\ \\_ \
1 ~ i T\ \ \ -~ `~ -
-'~ \ \ L--l-~-~..-~--
I' \ ~ L-\ `
\
~ I I 1 \ \ \ \ \ t- -
II \ i I \ \ \ \\ \ ~ ~--
ll \ I 1 \ \ ~ \ \ I\
I{ II I \ \ \ '\ \ \I ~,
I I I I \ \ \ V
\ ~\
1 11 \ \
/ III 1• `1 `~ `\ \ ~~ \\
I AID \ ~ \ / \
I/I11I`~ \\~ \\I \\. \/`.\\\
qtq I\I \ I \ / \ \ \.
l 1 ~\ 1 i ~
t4 ~ \ i \ \
t I
1. t ~
~\ ~---_-~ I I `
1
\1 I I 1
'~ ~ I ; ~ I
J 111 I I I' o I. I
till I\ I I I I
'I \\ I ~ ~ I
y'},.I ~ I I I
p 1 /
\ 1 /
'~----I-__I__ \I "T"om I I
\I p ~ I -T--1__rJ
1 I I 1 1 I~ 11 ' II
111 i ~~ I 1 11 1
1 I
/ . I II 1~ ~~ ~ 1 11 I
~ I ~e~$ ~\ I I I
I x:~XZ ~~~ \ 1 , I
-~
1 ~ ~'
\ ` ~ \ t
l 1 \ ®` \\ I
\
~a{~^\\ ,~\ i I
1 ~ \\ ~~~ `\ \\ I ~`
\ 111
I ~ / II(
/ / I 1 1
I I ~ // / / I
I ~' ~g , / !
R
' ~'~ / ~°~' I ~I i
m i / / 1 I~
i 1 // ~~
iL~'L I ~/ ' \/' \\
I i-"a ~ /.
1 ~' j / //
//w /
I G.. j ~
1 I /.
J ~~ ~ 'z b.$ i /
I / / /
f / / /
~ 1 ~ r ~ /
~ I 1 \ \ 1 /
I I \ \ .. ~
1 ~-~~~
IL-`-'~ `~ - ~'_ L t 1-J-
Itl A l i ~ I I i
1 I Il I 1
;ill. `Ail`.\.~ -II 11
1'1 111 1 ~ 1 \ \
11'11 I ~ ,
1 1 III I i II 11 1
1
~ ! I A 1 1
~jl 1 Il \l 11 1 11 \ I
\\ \ 11 } I 1
I A \~ 1J \ 1 i l ~ I
1
~,
~~.
~'
w

S
I
Csl
I
W
Z
~a~°-
~o>>
~~~~
aQZZZ
~ ~ Q O
rL
ai CIS<e-c ro~a M~ dw•i\6•v\orc ro~d\w~a\¢ 3•s Ywa\aovo\val^uzo-~uv~~neKwa~ o
..
y . Y 1
m~Io~~~~~~~~~~~~~
- - - - - .. .. ., o m m m m m ~ a ~ >6
~t s~~xs ~~s
5~+~ mss sxrlx~,t~

wi»u .~ wec
°~ ~.~ aAra
~ w za Aeaadoxddr
~ - -

~'~ NN)
_"~ ~'~ ~AIB
~ ~ }~
7
~
'
1
^
~ AB 4H7DiffD
A9®llYdBtld sla3n~n~

.l`dM~nRla M31n~~i'dl 9 ~

.~o
~awll~~ u:9~M'D9~=y RNunww cm ~
1
-
L~
I~111
srs
nri
NOS~I~Ia ]
~jg(~ )urd~ uar~ 1~3road
~/N~ ,
I0'>~'r"+e' 1N3W3nOadWl3JtlNI`d~la ~6
.
' v~ >~d sueld ~
ozn ~~
o taco-lo-uo W~IOlS £ 3SbrHd NOS2~3dd3f ~~
r
~z
~ om o m ~ '~7
ao i Pii~~~aZ
~ ~ z o
I-`' z w a y ~6 Kb i
F ~. W ~+U m ~ 1a: 0
o~ w I-rcd< 3~ F .
? ")~ a ~dzmNO ~~
Z cr ~ ~o Z~~~ ~~
~~ a ~F~~sF~ d~,
oviaiag ~ °wioaoo~ z~i
~w~ z_rca ~ Piw .
l°-o °F ' ~ ~~coz°zoo . ~4Y
aW q~~ _ ~ir~z~aa~ oz
00 ~'~~ ~~ ~mO~~o~M ~g
~!`~q~J cat- Iroc ~ o_t~ii ~o~~aw ana _ -
,,/ / ,~
'~ ,,
j
/
/ /
~ !
r
,\ \
.,~
~\ \~
`\\\\ \/%
~~--\\ ..~ ,C
~ , ~' .
, ~~•.; ~
` ~\~
\, ,`v`~ .
I ,.
~'~~'~.
a ~~~~~~
~o~~w.
\ ' Z ~f
I~
)
\
i ~\
I ~
$~~
d~ /
$$~ ~ g~g~
~sa_ If~i
k~ I //.

H
~
,a
h'i'1
r ,

F-1
.
~
O
O IT `
~/ .
~

V F~ ~ a
O

n
!~
o

~ a ~ ~

N ~ ~

.. ~ ~
w ~
~ Q a
°
a
~ o

~~~ --,
,-
\\ ,
~,, ~ ' ~
_;/~~
,/ r' i %',
r
~,-I 1,;;
I, I
~,/ ~a,;,
,Y_. _ Id I I `
/ ~ ~Nry~ ~ .1` \
2S I rail . \
\\ / // 9, /, ~ /
~~ ~i /~ if
i/ \\/ ~ ~,
1 / I I
~ I \ t
1 iii o tl e~ 6i~
•~ , I
'1 V 3~: I /'j `
1 1
l \ ` ° 4 \/~
"~ t 1
1
_ ~,
~en~, 4 o y y l \
~^{ ~\ \ t T\ 1\ ~ '
/ /,'
\~ ems. • ~~ 1 ~ t ~`
~\ I11 Ir /
~~tt .i I ~ I ~ l' r
I /1
I I I / ~_667'~ 1
I I I
I I i/ r/' 1
I I I I ), r l ~~
I ~ 1 1 1 / ~ . _ :,~ I /a
I I / I / I
I I I/ k l I 1
I
I 111 1
6 I a I 6 ~ f/ I~. I
I l l i r ~~ 6ss ~/I / 1 i.
1 II I/I/ 1 I
~' I '/9'/~//.ice/'' (.'t / I.1^rI.!1 i~1~ I ~ U W ~ I ! `r
~/' /
~I ~o///,~ /~%~ ~ ~ ~\ I;tl I11jj 11 I l l l l j ~~//rr j l l l
I /// //~ / / / '~ ~:., \\ \ Itl~l I I!I it I I I~I r r I 1 I i ~'
/// ~~ // \. 111-1' l -III I I I!! I ~ I/ ~ I I I I
'/,/~//~ I~ /// / / y L~ l $~~~~~\ \I 1 1111 \ I~111 III 3 1 I II W F /I j I I I
/ / r f
/ r/r / . ~I 1 i I~t 1II I I I ~ , 1~IL~ I I
/j//i I Ilfllr// ~~ p~ III-IA~\ I)~IIIIjlt11~W 'I/IjIiII
.%//// I %Ialllil ~€ ~ 11Ir14(1-II II II ~II,.i I Q~31: ILI I ~ I
/,;/ _ .~ Il. ICI fl. !~ -.I ,,}!.),-!.'I.,I'~ 1;8 I.. ~ ~ I II, / ~ I
/, ; 411 I I I L /~• i , IU_ I It!, ~I , 1 . III / f I
- ~o -/ IIjFILII / ~~ II1~\IIII 11~ 11~ I FIJI ~.I
~,8 / 1111 I t I / ~-. II 11\~' i 111. i ~ I i ~ h. III I I
/ II I I Ii / ~ .{\Ikl` Y I I ~+ ICI ~_~ I I 1 -I
/~ I l l l ~ I I I. i \~ 1 1 1 IIr- I I 1 1 1 1 1 1 sR~~ I d I 1 I I I
/ Otl III / 1 L In'I I I I i Ir c #~ I I I I I I I I
tt / I I I ~ 1 1 I / 1 ~ ~ I I~~{I .. II I I 1 I~ 3~~5's II A 1 1 I I I I I
t l III ItI / i 111} 1 II I I I rl I111I I
I t III} i F I LI ~~'. ~ ~{ li I ji \IIII I ~ I l a l IIII 1 1
I t 1111 I I I'II i / I I II~Ig II 1111 11 I~/ 111 1 1 1 .}
I ~ II II I III } i / I1I[/ II III 1 1 1 I If lal I I
I h 11 }i 1 1 1 1 1 ~/ ~~ I Ira 11 III I I I ~ I~ 177 I 1` t
I Ir ^i 1 '~~\~' :I I~I~ II 11 1 ~ 1 I j ~,yq I A ` 1 ll i
I I !1 II~~Iill /~: \~\` -Ili II III I I II I1~ I 1
r I(!_I ICt~. ' \\\~~ )_I I qFl I 11111 1111- \ I :
r t I I l i IIII : ~' \~\~.\ 1 11 i l I I 11 k 1 t 1~} ~
! ' I I I)1) 11 1 ). I. / ~ ~~ . 1 1 .I I ( I II t t ` I
ET Z~~HS ~~S
4
R
t/1
C9
J Z ~
~ ~ ~ O
EoN~
aQZZZ
O
0, J DU
W
~ g ~ ! ~ ~ ~ 3 ~ ~ ~ ~ ~ 3 ~ 3 ~ ~ 4
Tl
~~

Oa 133H5-6-L road ~9 ~a\~P\oa-L Wed\oP~d\f ass wId~00MJ\Vl1>~1WOf~arr6r~i\noK~µd~~
Y
f~
1
z
_
xxoe- ais~

. M w + wAir
' ~...,..o 3LYa
zal¢r~zr A6 RjAAOaddY
svs
'J-1N~WNJI'ld
im~+~
Aaosx,asc,
Aeaaavaaaa
'91ZI1>I`d0 HlOWWt/W 96
~p
.w~mu~ ~wrwirv r~
r svs ~.
NOS~I~IQ ~.Y.~ ,3~ l~~road
~
~/~ ~QJ,S
~ 1N3W3AO2ldW13Jb~Nlt/~Id

Pa, a,d g~e~ ~
~:~ ~~,
, ~_a_,~
W2iOlS £ 3Sb'Hd NOS213dd3f 96
~~

~ ~m ~
,~ F°z ~ °~z
~ °~ ~~ ~a
z °~ ~°~ so.

~- 7~i
Z O < ~~
g~~/, oz
U W
~ W~
j 3 ~~~ ~ZZ
8
$
j
°t/
j=
f- UW V
y
t7, U
~Lzl °F ~°~ ~~4!
<y~j ~Um
~ 6~Z
UZ
~
~
2
2~ y
U ~
,Z
2p
~
g
g
UF- ~UG U
~.Nd
cJ Ni ~
M
C7
I
E
o s

~ ~

I
Q ~ 1
O 1 ~
z ~z~Z
y ~3~0
~ F ~ ~ ~
Z Z Z
0
4 0°• J°ov
w
!; E i i i i i i i sl i i 3$~ ~
9
kO~• ~~ r
~ o
96 1 1 ~ ~~®
~~ 5`t.F~. ~' \ \ ` ~~\ ti ~ $ o W 9 i J.~3HS ~~S
G~y~ 9~ \ ~\r ~\`~` a N a~° S'b13+6 'Td,LS ~1\iI'IH~,L~
~'S. g~ ~~ ~ 1; ~1`I : z a E 6 i i i i l i i i i i 3 3 i 3 i i i i
I; ,gyp 1 ~ ~~ ~` ~ '~ ~`~1` ~\ ~~
1 ` ~~
1' I \ 1 ` I' 1+ 1 1\ b
~ ~ ~ \~. ~~~; °\~ 1111„ a ~
A~ ~ ~ 111 ``~ \I I, I ~
~ ~,__~ \ \\ ~ , / / e
~N
~~m~ r ~ i 111 1 ~~~ ~~ ~`\~
Qo app / I y I11

r 1~<
~ I I~
/
~ !i.
~I
/ . 1
l I
1
~ ~

i
+ I
i i
1 ~
1 ~
\ ,-., 1 1
, ~+
~ ,
`~ \ , ~
~ I ,~
,_,~ t C
~ ~ ~ q.
~
~
~~ i

~ / 6
~
~
~
c_~ ~ ~
~.~. ~i 7
/~ ,1 1 ~~

~~
g
S ~
~~ # i
4~ ~ ~/~ i
~_
"M
g ~~
~~
_ ,
d
~ ~~ ~ ~ i
~~~ ~ ~ '~
-- ~--~ ~
//
A
JNa
~~'4
a N~~~i
,. ~ a~~~i
i~~s~°.:
o ~e
~~~ 1~.-~
g~~
_~~ I
°~ /
w
~~~~~~
!1 ~eL!%~11~
I
~~
~a ~ 5~ ~ ~ R
J ~,-
\ ~s~'
ar ~N' ~~
AMMpTH ~
'OAKS pRiVE ';
-.
_,-~' ~ a r
1
:~ P° ~ 01
1 a ~ \~~
~ 1
~ ` `~ 1.
~ \ l pp
~~ai to ~
1 1 1 ~ ~
~~
$ app ~'~
S IR. `I oia g
1 1 88
~~ I , a= ~ ~
1 ~
r o
1 .11 g o ,~ o~~~~
11 l `~~• ~~d°zm~
~JI ~ ~R~ ~'o~~i
~~~~ _~ ~.
`~ 1 ;i~;:
~i
i
i

I
.~
Ch
g~
i
g

~ii , rYnNU ....^v 1, 1 F, l/A
iE'99+9 'VZS O:N~-
09+5 '~ZS N~SAS.L~H 3I2IOA! O1~I
L-4+1 ~O µ{owuroy(~6MP\~inN,l ~~PO VWuwory\64ooa~ ~w.vAS A,ewud\s rs uow\aavo\va~~rzof\avrr~\h~de~a\~o
•
c
>: i i i i i i i i 3 i i 3~
E 6 i i i i i i i i i i! 3~

_~~ ~enzr
-J-1N3WNJIl`d
;,~,„„ .e®°~' .~°~'~," '912~1>i'd0 HlOWWt/W
30
gw}p~uw urgonq~o94 ~7lunwwea ~ Stl5 03L
NOS~I~ =,nipi~ ~~d ~~ l~aroad
~~ ~~~ 1N3W3A021dW13JtfNitRla g

•• vet
~
, eoo w «,
W2iOlS £ 3S`dHd NOS2i3d~3f ~
y3~
~-
W
K Ohm. ~
aF
~ ~_ ~~
$d ~ ~F
c°5 < < ~ <
? O~ G~ WK
a ~~ ~< ~°
Z O~ UUW OZ
m2
O4Zd! Zed ~~m ~~
Z~Z WZ~ ZKV WZ _
00 ON O~W WJ
UH ~UO U?~ rna -~
r ~ ri ~t
xuo~ axe
! Irf' ~_
I I ~<~3 ~' 114 ~ _r~- -_
"dF l 111 \
/ j ~~~ISg a~ ! r Ill \ 1
~ i ~ ~i'~i' 1/%¢
> a
~ ~
/ </ / ~ ~ F'
\ / 1 ` n
~'~ l / 11 ;''~ \ ~` Z\
/ • ! !1 \
/~11e ~ \
~~~~~ Q~~ / \e~
z Sha • ./ ef\ \\.a ~ \
,/
//
i /
t~
.`
i
i~/
/~ ~ /
~ 6
/ ~/j/
!~ ,/, /
y
i +/ ~
s
i~ ~ I.
Win! /I ~ I~~ g ~
~° n \
~~ // / 'I ~ I I I 1 I~ '°z°~~ \ 4
!// // !I I I \ \~
/// ~ f /`/`l~~l \\ \
/ 1 l~ ~\ \ \
!~ 1 Jr'+~ I 1 ~ \ \
1L{.f~ /
~/ ~ L / '' \\ ,\
/ I .~ 1 1~ ~ ` \ `
l 1~ ~ / \~\
1 I 1 ~~~. \~~ ~
1 I 1 ~~ •~
1 i ~ ~
~ ~\
,~I 1 , \ \ \
1 `
~ ~.
~;
I
g~ i a ~. m
3 1
I ~ r}°.
\ ¢4jN3
\r \ x q~ W{FJ
/ m0<~oi
t LqL]] n
\ ^Z~°N
\ /~
,:-_
iog2 / ~~ ~~;J~ \l~ g
1f \ ~ V I d 3
~
~ .~ ~ ~,
~ j 1 ~S~
~
- - tiJ®
~
f
~ 1,
,
i
k
~ 1~ ~~ ~~\ \V\\ ~ 5 I sd o~,~
~ '
~
I
gg
g~} ~ ~1 ~ ~ ~!
r ~ • \ 1~ \ b
,$ I a \
r
.
~
i\ ._
1 \.I
t~~
1ya1 iii
91 Ij I a I I

~i /G
,y~yx~r~r~as~
~
s' ~g+s
s-~+i .wo ~pewweN\~'R~miMWt nP0 w«~w^Mbv~ ~m~s .fnugy\£ YS.
J Z ~
q ~3OZ0.
~ ~ ~ 0 ~ U
Y y >
y R
Si d$f ~ZZZ
o ~ o ~ J ~ 0
W
0-
6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
'r-1
V
z
r
6'dB+6 'VZS ~1\II'IH~;LVL~

.~ ~w stva
LO C Zl taas,ouaav
SVS
.»ruw

""'~~ ~ saaJ,lef
~a~,~
,aaaar~ua
S~IHl3a ~Q
ao
~S .
NOS~~ ®~ "''vd7 II°°"' '
~M~ ~
x~uua~ 1~3f
O~Id 1N3W3AO~IdWI
'
('_Q
•' e.r~+~ arva
~N a,~r
s sao-w-~cB dNl~a W2101S
3J
£ 3S`dHd NOS2i!3dd3f ~ ~
~
N
C9
a3°o
~-Q~-_
E o = ~
~Z°zz
0
~ J p U
W
LC
r
F
O iii
~~
4
a p
O
w
o ~
b p
`~
gggd p
~q
s

m i
~
1
"" LL
LL
~~O

~ ~~~ 3

~~ ~
~
~
~ U
C~~ Y
~~
F
z
~

~
- g
~
~
o
~ ~ W
H ~.
.~,,,~,.~:
~o ~ nu o .
~ _
- ~
~
W
~d ~
> m

~~ U }
4
S
3
~ g~
~x
N
~
~ ~ O
I
}~ ~
1 j ~ ~
I d ~ -
~ y ~ H CV
~
4 I ~
'
a
~
~ - ~ gl ~ m
a3wm
~~~ ' .. ~ ~

. ` ~ ~

~-
,
y
~
o
F '

§ . ~. w
~
u
~~ ~><
~§ $~ ~ ~~ S
NH ~~
d Y (9 Y
,~ ~ ~~
w ~N ~ ~
~~ 4 ~ ~ W =
~ ~ ~ o ~ ~
A ;~ m~ ~Z~
~ ~~ ~~b
Z ~ ~ ~~ ~w~
0 ~ ~ # ,ryg (ZU~
Z
W
q ~ o ~~E! ~ W U ~
~ ~ ~ ~ ~~~ Q ,~ ~ O ~
w
< ~ r
a ~~~ ~ 4~~e ~ Y
a ~= J ~ ~
~Y
R
~ s ~~5~ ~~~~~
~ ~~
b ~ ~ d
Y
L~ ~~ ~ ~
NN ! ~/I
~ ~

e ~~ ~ro ~~~
m
_
,.~," ~i
y
~
aea~o
aaaauraaxa
S'11`dl3a
gw~~n.wo um~~+www ~jlunuiw» 111lir~
11W svs ~ ao
NOS~I~ ~ad~ ~~
~~ ~ ~V-~1 103P02id 1N3W3A02idWl ~_a

~' e~
su+
a soo-w-~w 3Jt/Nlb~lQ W2i01S
£ 3Sb'Hd NOSZI3d~3f
m
3~
i ~$

~~n
~~ ~
q
C

~ ~

~ $

W
<rL
~J~
~~ w
> q
WU'
LL
a
J
H
W
r Z
~
. ~ ~

W

~ bl
t- O
~~ Z

W
o.
a

W
0

LL O
r ( (V CY
e- O
Z¢
m
w h o ~ o 0 0
lJ ~ n ~ ~ h
LL
_
Q'
.

Q
Z
~ v
~ o ~ F. F~ o
Z
w 1(~ - In In In
~
_
J
w
z
s

U =
m ~ m ~,

a~
a~ ~'
m~ F
m3 N
~d°
~ ~p ~O
~ ~
N ~p O~Y
- U ~y~j
~¢ ~,
~
~~' ZZ
~~ ~~
a ~QO
m

~ ~~ 4
~ aLL ~
~~~
kWy
~%~
w
m~
z
om
W
~~
W
HN
~~~
OW~
FN~
~~ ~ ~~~ ~~
s <~ ~
~~~~~~R~ ~~~d
~~ ~ ~ ~$
~~g ~~~ ~ ~ ~~ ~ ~
~~ ~~~` ~~~~ s ~ ~
~ yy ~ ~~~~~ ~ ~ ~ o
~~ 8: ~ R ~°~~ ~~ a~ ~ ~ ~ ~~ H
Y
~g~ ~~~ ~~ ~~~~ ~~ ~~~ ~~ ~
~~~ ~~~~ ~ ~~~~~~ ~~ ~ ~~~ ~~ o
LL
~~ ~~
~I - a a s a a ~ a S
U
~ ~~
,, ~
Y
~, ,: ~ ~~
s
~~~~
~~
~ ~~
~~~
x~ ~.,,
m
g
y8y ~
~m ~
~ O
~ U
~OU W
U~
W
~ $ J
LL
~~_ a
N b
~ii3c
Sa7d
~o~
n
N
t7
J Z ~ Z
~~~~
W V
~o>>
NZZZ
~- o
~ J 0 V
W
z

o~
~~
~ ~~ ~
d
a
xa
~
m
J

~~ O
~ J
~
uull
~p W 0
~
z 0
~ U
m O
~p W

~~=
~~ LL
LL
a
V.
~
=o
~
o~
g
g
c~~

$ r

~~ ~
w
~~

i
~ ~ ~ ~ • ~

+~'~ ^°~~+
+..° ~..^.o~ azva

LO fl L{ xe¢anoaaar

SYS

r
4 ~la~! a.,_Q
Y
~~~
m •~ ieas~o~o xemavaaxa S~Idl3a
•,~~•~
~~ ~~1~ srs s~ .~
_
~= NOS~I~Ia rl~ pi~r awaa i~ava
'
~_
~/~ l~Lai/-~u~
~w~x~r+•wvo 1~3f
02id 1N3WSA02idWl
`
fi-Q
f
e ve~-~d eueb ~;_ ~ ~
t• r ; a~ o~' sin o mo w Ica 3J
dNlb?!a W2iOlS
£ 3St/Hd NOStJ3dd3~ ,~.~~"s
N
~€~~~ ~ ~~~<~~ ~ JZ~
~ ~g ~~~ ~~~ ~ ~ F ~ Q O t 7
~ ~~~~ ~ ~~~ ~ ~ ~ ~~ ~~~ ~ ~ o Z Z ZO
~qy 3T~ ~
Cn P _ ~ ~ (V~J llll~VYjff
~ U
< ~ ~ ~
d
l
~ ~~
~~
~ ~~ ~ ~ ~ ~ ~
~~~~ts~ ~ ~ =m~
~~ ~~~~~® ~ ~~ ~~~~~ o
~5 ~~~~~~~ ~~~~~~~~
~~~~~~a~~~s~l~~~~~~~
~x ~ _ « w • w a.. d r
W~W
F--
~~ y
~ ~ ~g ~
~~ ~~ ~
~" ~~~ ~
s
~~
`~
~ ~i ~~
i i ~~ ~ ~ $
~
~ ~~~
~ ~g ~

~ ~x ~ :~ 5~ ~ ~.
~ 7f 8d~ ~ ~~~~~ ~~~~

W i T~
ij7 ~ g
H N ;- ~ dw j d ir:d

'
' ~ ..
1
1 _

M
~.
z
m~
F
y

~~
~~
N
~`
~ ~ ~~ ~
~ ~ ~ ~
~a~ ~ ~ ~ _-
~ ~
Z
~~~~~ ~~~ ~~~ o
~~~~~~ ~~~~~ W
~~~~~l3~~~~~~a~ier~~~ u
W
N N w • .e do d d
J
Y
U
~ n o
~~~. O
~S
~ff ~~~~~~
~ ~~
~< ~_
~~~~~
~~ ~~~ d
~~ ~~~~
<~
s~ ~~~~~
~ ~
' ~ ~ . . ~

~~ ~ £ Z~ ~ ~
-

awa[GW
` ~
~
asp
~a~~ S~Idl3a b
t7
~
nw7M.uoo um~~ a ~ 1 ~ Nwi
~
'
NOS v
~
O~S xtva3 u+aro 1~3f02id 1N3W3
~02idWl
~+
~ ~
_
~M~ ~
'°x' /
J`dNl`d2i0 W2iOlS ~Q
_
~~: ~ ~ .. ~: ~ a ae~ ~d sad -~ ~ J1fY~~?~ `; ~ ° =
3 '
`~^ ~,,~~
sin a,~,
~ soo-~o-uo 3
£ 3S~1Hd NOS213~~3P .~s~s
R ~ 9 . ~ p~y
~~ ~ ~ ~ ~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~~ ~~~ ~~ ~ ~ ~~~~ ~ I
~ ~~~ ~ ~ ~ ~N~b~ ~~ ~
~~ _ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ff ~ 3~~~ ~
3
3~
~~~•
~~~ ~~
3
c
b
O
$ ~~ a
~;>: a ~~~ e~=
~_~° ~~
LL ~ Z LLI~
~m
Z
i
<~
~~ ~ ~ ~ I
h ~~
0 K
U~
b ~ Z U
m1~
f ~Iv L
Zip C~a~
H
"b~ T a o
.. ~0 -

5 ~
~~~ e
~N
~ g ~
Z~
,~ <
~ ~ ~~ ~ ~
I ~ ~~ ~~~~y~~8 0~~~
~~ ~~e~~¢ i w ~ ~
^~E
C
N
J Z ~ Z
~a°~
E O ~ ~
~ZZZ
0
O`J~U
W
W ~
~~~ ~
~I` a J
= Jp
u. V
~~
a°
~~

~~
. ....... ~-..A... ~.~~~..d.a+~
~ • ~ e

~~
,.,.,,.,~, ~ro
z~r~ ~~~
srs
~
~, ~' ~' _
~. ~~~ A9~~ s~rolaa ~~ani~nals ~
q~nouoo ~i~ipp~q~unwum ~~~ Svs HYIr .
NOS~I~Io
/ ~ra~ ~~ 1~3road
V
~/N ~[Q~
~nm~w+aa+w~ 1N3W3n021dW13J`dNlbR~a ~-y'
• Paa ~d soe~ ~ - _ ~,~ ~ soo w us W2iOlS £ 3SdHd NOS2l3d~3f ~~
~~~~
S
J
~ ~~ ~ ~
~ ~ ~~
~~ ~~ ~
~_ ~
<~ ~
m°
>a
a
0
c ~~ ~
~ ~a ~~
~~
ao~

e
0
NY
~~ ~
~~
J
F~-
w
Q
D
Z
F"'
N
i
~~
~~ ~
~=
3 ~ ~
pN
m
2~
Z
L u
--F~

~~

W
Ux~
t/f j
}
~o
~a
Z
~ W
m V
~~
Z U
~ ~.
~O
Z
~
7 •~
v m m O N f 0 0 l~` N
~
o ~
$ m
~ ^
' p ~ ~ ~ ~ m ~ ~
rn t
o ~
~ ~ "
a~ i9 rpi ~ o n ~o S S~

m p~j ~. ~ ~ ~ ~rii °~ ~. ~ G
w ~O
i~: \ ~ ~
z - o YS~ ~ 2 4 $ 3
v s oS [i a °~ ~> i a &~ S ff m~ m
R R i~ i i ~ 'a'W ~~~ ~~ ~ ~ ~ ~ lei ° qo ~5~ ~
.. -{ q
~ ° ' i n Z~ ° o~ ~- g ~ ~~- ffp a° P5.
v~ ~y ~ ~ q ~ u o ~ Z~ ~n z ~ -I
g g~~~ i a „T 2/ri Z2Z ~~ 3~ F ~ ~ 4g N~`~ ~ ~~ R~. Y
R W~ i ~ ~ O<o ~~~j-m{0 ~ ~ ~~ 3 ~~~ < ypl~3 ~~
_ ~ €'~ao a ~~'a Y~~~a~4 IL € ~ ~ ~ ~v~i3 3 t~ ~~ ~.
. ~ ii+i3~ i ! .gyp. ~°S $~~~5 ~'a :n ° ~~~ -1 ~'g c7 ~y ~~. Z~ ~
f Cigay g<° ~^W ~~~~j~~~ _ ~ ~`~.'~ ~ ~i~ Fk' is. ~m zzu
'w~$'9~~~,'i$°u a~ i Ci~~~~° ~~m `~ zoo ~ ~~ ~~
° A'a a N
~ ~ a`~~€~ga~ -~I ~~~~~~"y`$ R ~~~ ~ ago s ~~~~p{~~
n
S~ yU i(~s iZ~Z2pp2Z~W ZZ~ ~$ SSj~ ~y~y~~5~~~--yy{{~ ~l.~ii{ Z_~~8Z<ZmN yy~~xaW~2p~rc°K;K~~
g ~ ~i ~NU~ZO~UyJ 33 NtiF~~~j ~I~ ?~W~~~OAO =~m~U~~W~~
8 ~ z o~ `~- ~~ ~ ~ ~ ~ga~~88~u 3 ~~~' ~ ~5;~j°~_~ ~ `sag`w~ ~~~~ ~~ ~~Q~~Ga
m~ z Q3~ ~Sa ~ i ~ 3~W:,.~a ~ f.~YJY3 j ~_4~~ ~iZ w ~?,?K~~ ~ ~ xf`S
2~ ~~ c~Si~S ~ ~ ggn ? ~3~llmV~ ~~~ ~g°(o»~~u-<8ib~~~~ Ewa
~~' U' Q ~ b ~,. o ~ Fi ~03......oyy~~ ° ~6~ Fi ~~~~o~ ~ ~~i i~o o°rc~~oa~?g~
a U < uzs3amv°t ~ oou -~« m<zw~~~~ ~ ~~°1 3a 33a
Z
~ 1~HS Mrb-simn war ia3nvn 3ms a\~a w~non,~s\c ws r+wd\qmo\v~uzor\avaw\noWe~d~a
~~

Z 4,
U IFJ
~
4 O

~
3
P7 0
~
6
a q
q
a
U<
~ p
~
. q
'~'Pr FZ'

~ .
O
rc
~ Q
O A
~~
as ~
li
o

~~~ vi '~
~~
wm.
o
g
O
am
Z
U
O
Z
W
z
Z
W
0
k~'
U
Z
0
~~~
~'
~~
Q
LL
E6E 0
i~ ~
5 $ ~_ ~ ° r,
~~~~~~~~~~~~~ ~6~~
~a ~f~ ~a
c~
z ~ U F-~~~
~~'' O ~ 3 ~y~~ Z ~~ W~
:; .~. ~ ~ ~
~m~ ~pp y ygqgq~ ~~ 8ejg~y ~y~ ° a ~ ~ ~
p. ~~2~ ~8~- 8:36 (~') wN ~
1.V
a.
J
W W
U ~ W ~
4kzs a
$ ~~ ~ ~
~ ~
~ ~p5; 44 0 ~
6~-O ~~8 ~I u Z ' Z
s
~~ o
W
U
n~
Z
W
N
z
`~~~
$~~~
~~.
~ C.1
~~ ~
O
~'
~a ~ a
~~ ~ ~
~~ ~ O
Z
R
~ W
~~
~~~~
J
Q
U
N
O
O
Z
Z
~p~ p N Ml p m n

~ ° ~ n ~ m
b

w g ~~ ° ~ n n R ~
U ] L
7 ~

~
~
P p
q

d L c c

~~ N f C C C C

m b3 '~ ~ '~. ~ ri °~

. ~ 0 •~p ~rw~i
~n.y~u SLYQ
~n~ fa QiA01HdY
SVS
a - -

~,K~
auM ari xxrc wk
aaa~~
1B43YYdi1N
s-IId13a -teanl~n211s ~
S

n~~ w4~^+i®MN~Nunwuw ~~~
SVS
HIW .~
NOS~I~id HLYd3 1Li0YJ
~
~M I~U-LS
^~+i 103road
1N3W3/~OZ
IdW13Jb'NI1
1a

.. .. ~ ,. .. ;
' s' Pa,~aa,d s-ae~
~
. °
~,. g,r~s
saiuvn ~~,
o aoo-to-ue :
~2
W2iOlS £ 3SyHd NOS2l3dd3r Z-g
rates
c~
~z~
~3~0
E o N ~
~ } ~
~¢zozz
0
v°,~°ov
w
a
~~
~ /
~ ~
~ ~
/ ~ ,a
/
/ ~
/
/ / ~ ~ J~ / /
~
~ ^~ /
~
~ /
~. / / /

~~3~~
5 /
~~ / ~
~ ~{~ ~ i /
\~
~ /
~
~
~
~ ~~
/ i ~ i
/ /
~3
s f ~
~ ~ ~
~~ # .~ ~
~ ~
~~
~
` l,~
l
/ ~ ~ a
b /
/. / ~ J _
~ ~

/
/
~ W
~
~
f '
~ /
~
"~
I I
I /
/ w
~ Z
o

I I
~ (
~ w a
I
I ~ I
` I ~ ~
I
I I a ~
I ~ I w
I
I I
I I
I I I a
~ I ~ I j Z

I ~ ~ I ~ N
I

~ i
I
I I
( I
~ I I
I
I ~ ~
I
I
I
I
I I
I
I I
~ I
( I
I I
I

l

~ ~

I ~ ~
' ~
\
I e ~ ~~
(1LV~ ~

L y'fp
-; ' Af ~i ~ \ 1d

aB
Fm ~~ 0
~~ 0
~
~
o p
0=~~ ~K~ 3
#°c~ ° N
~W

_
_
_
~F"Z~V°Om
d~
< ~j
<a
°
~
G~
,~
j
~
a
3~W~
orc~ba~pO
~
~ W
~ ~
'~
W 2
R~oa~~Z~ : V.
dad
F ~
°_'~

F~ z
~
~j
~~g
~S~~~ }}
~yF ~W ~
~ot~~a~c~i[~ oim~ ri~ .r~
~ ~

~i
J
H
~.~
0
3
C9
Z

~ C

a
II
J
Q
U
N
z
J 1
Z 133Ha M/ld'S11N(1 FgNV 1N3A~ro 3U5 G\~wld,P~WMS~f 7os uold~aUVO~VN~IIZM\av~~n~l~d~b
~ ~ y ~ ~ ~ ~

___
~+;~;,~ alva xemeouaav
'~,,,,,,",~ -~~~ 10m'D~° '~~`'*itld Slit/1341b4if110f1b1S 5•b
03~14wuo0 .,7~,wa` ~'~~~ svs Hm
NOS~I~~~ j,~Q-LS F{LYd371i0Y0 103f02~d
~~ 1N3W3/~021dW1 dJtlNIbRiO ~g
• e vB~g e+d ea~d '' fl .`;~ . ;" sa"w ~ soo w ~m W2101S £ 3S`dHd NOS?~3dddf ;tads
~8. ~z~Z
saiavn <~ Q }-} 0
?W~ 3 ~ 0
F. W I"_
°d m }
~~v o< ~w~z~ ~QOfn
//~/~~///// O ° z<m z
~WZ°Z ~
V~. ~ ~S~Q
I
3
.~.~ ~~1
~~
d .
Y g+ ~„ e~ b
d r -
ed
~ e a mb I ~
a~ . .e m
~. g ~ I I
o N I I
~ w ~ J i I ~~
~ ~ ~ Q
o ~~~
3~ w o ~
- _~ F
~ ~ .N
>~ ~ o i
~ o _ ~~ ~
'~
W~ Z ~~z ~°< w c~-nw ~~ ~
zg ~Oa old' z ~ n ~ ~ t'-
Za ~w ~ 1 W ~ !E~
p~ - >W ~~ om~~50 ~N~o ~ F<Fw ~Q ° S~
m < _ k'
~Sy J
6 gs<~~,, E# iWZ <<~ f39y V~m ~" W< ~~?ti x
~~W~W J~< (~zW j= '~1<i~Q mZWNW mQ cad N ggg ggg ~
- ~. N VW~ FWWd'~ Za Nx ~z~~ m~ N M I ~ W
° ~ I W
ooc g~k•'
I ~~ ~
~~~ w?z ow~~~3 moza aoZX OF ~ I I ~~ Q
~1<~ ~~° ~°~WW ~<c°» ~~0~ vWjo I I, I
to o~ w ~~a u~s0}~ ~°Z< t`
M
Z°~ z4ziF <~F<-- ~~ki1U ~~c°iN N N
o°~az ~~g ~3<°~ o°~a° w4~g
f- w° F'~ in°c~z w z o!r a
~~F N<ZpZ wz~~i OC ~NyOWi mUZZ
~tAd}~ <W~
W
a=xa ~a~o: ~~~Fa?o. a~<aa a~~~
.=~agS ~I~? ri~3mtshom as<v~iv=i ~riav~iv=i
9
~ --~
I. I
~ I I
~ \ f
~ ~
~ ~ ~:.
~~ ~ I I I 3
- ~- -~ _w
I I ~ I d.
-: I I
I L. I I -I.
I , I I
{ I I I
I I I. I
I
i ~
I I
I 1..
~` 1 ~ i ~ .
1 1
~~ 1 , 1 ~\
. _ OvEpoO-uosr}1OP
- _ - f 13315 NY1ditlNfl HOaV la3AVq 308 f\O~Id Id^i~^+i6~C 706 ~I~OOWJ~Va~I{i0-\aVH~~q~~1ad~~0
' r A ~ • r ~

b ~ ~ ~ -..in a~ai

'' ~ - dLPU
t Ll A9 WAONddY
SVS
~
~: ~
~ silelaa -Idaru~nals 5-S
aui a~ xo~n
~
~ ~
'~(* *
`. A9 ®IJ>90 A9 WUYd'd9d
q~u9
y ~jjum~uwoo..
gwllmuoe amWn ~
H~.1~~. /~~. LiM1 ~ ~ d0
NOS~i~ ~$ ~..d>t ,l~~
~~ ®-~S
~erwena~ l~aroad
~S
s pe,~ eae,d 9-ue~d ~ ~.,!~ =i ,' ' g,rs
s-N 09901'
a wo-w-pro 1N3W3AOadW13JdNl~fii^
W2lO1S £ 3Sb~Hd NOS213d~~f
aa~s
m ~ .
z
o_
r rn
U
W O
'
to r
J a
3 ~ .

F ~
I ~
g
J W
=
Q
0
O
0]
Q
O
~ M I
~ ~
n o q
e
Y
d ~
~~~ ~~
~~`~ ~~ -.
~~~ ~
o8g~e38
~"=~~o
'~¢~~~y
aa~3~~
~:~~~
~~~~~~
Y~~3~~
gg ~~
~9s~~~
~N 'f
Z
0
r
a
0
Z
0
~~
J
3 g
Z
0
m
caa
~I
3

N
3
~ ~~
~ o N ~
Nz zz
Z ~-
~ E o
p U
O
' ~
d ~
(7
Z
3
~I

W
I
v

J Z
fJ
~

e~~ N

~
)
~

Q
ti
Q

~~ _
o
0
~~ o

z
w

~
l
~ i 4 N~
~ Q

~ ~ W
j
~ a N O
~~~
z

~I
Ul
O

~~~ om~ ~~
~~}~~

~
~~~~m~~ n
~~~~~~~
~~
~
a W~
~~
ii
ym W~E.93~~.._
' ~~~inY~ ~
~"~' mo
~q~G~~~ y
y
~ C~~z
~~~ ~B
~
q~
~q~o~~~s.
bJ
~~ >
G~1 ~5YZ~. W
~~J
~
15®U~j ~ fWy
~€~~a
<
~ q
kI<
6b~m ]cam - 33
2
Sinz ~~t7 ~S~ $
~
. b ~~
~4y~~~y~~q~~j
~`~
?~C G~~y8~~3~.
~YSIE~~g4 rye{
Btl
' ~~ Y~
~$~~m
p 9
'
4 9r
~b ~ Q
L<oi
~W~~_ an
rnpg~ Lt i~iF '~ ~ ~~
~ ~Ny~
~t,5 3

~
~ .. .~
$
G ~.
~~~ ~.
~ ~
~

n~~ m `~
~ {~ p g
g £
~
k! ~
~ ~ ~
~ a
~
A ~~~~
~ ~
'
a
~,
~,
W
a
m~
~ .
3~~~g:,
.< Nrii ~ ~ ~ ~

~~ .F+.~e wrn w+s
~..Mm1900
- SLY4 16 Q910UddY
S~
~~ ~
, ~ ; --- -

tiw~~ioonii
.
wu aruRx xxo- u.c
,~
N~

19®D~[1

19 ®71Yd~lid
s~rol3a ~anl~nals ~
~

-
queµruoe uµongaoq~ry LHunuwoe

~~~

SVS

HflV

- ,~
NOS~I~ ~~d~ ~~
~~ ~ i~aroad
1N3W3A021dW13J`dNib2la

. . - .. ~ ' e aa'~'d eue~ . .:, ~
~,. '.., w ,.:
: -~;
- _ ~ srvos
sai~nn roHepr
o zpo-w-uo
WZIOlS £ 3S`dHd NOSZI3~~3f` 9-S
,~.3~s
z
0
_.
~~
w~
0
<LZ~
~o
ON
_ ~ii
WIZ
w~
~~
t
Q o
Q ~
U
W
~~

J
J
Q
W
2
~W+
N
d
c~
a3oo
~a'~-
~o~
v QoN
~2zzz
0
a ~ p C J
W
d'
d
m ~I
m •1
Z .
(_
U
W
~ ~
U ° ~
V •~ JU'
Z J~
F o~
U Q
W W
~ _
0.'
(.~
Z
Z
Q
of
O
2
Z
1~ ~
pm..
J
(n
J Q
F-
Q
I
Z
~ F~
3 ~~
0
Q
w
w
z
3
0
0

Apo ugrp-uouo M ~
s t~s Hrid-s~rrn H~av ia~iro 3rns ¢\~w wm~nns\r us ~wa~aavp\viwx~lzo-\evHO\°~00fo~~o
• ~ ~
a ~ '"
W ~
- .. - Z \
Q
- ...I
_ d
U
N

t- .~.. ~~ a(.ra isaaxowur

, , ; ~ ~
se~a~ns c a z~ svs SIIbTl3a
~ 6~3
~
i
y- frerNW
~ ~
v~r"
~~
°~
u -
J~*
~~~
aea
is ~assa
102iLN00 NOIS02l~ ~
,~,{ , ~
m
v
u Y
rl ~ (' F~ ~ ' N~S~.7~4
~ ~~®~~l
e (s(.raa~~aar~ 1'J3PO~Id 1N3W3/1021dW1
'
' F!
~I/IA ayr,~aex~u~~er~ 3JdNlb21Q W2iOlS 6
~~
' ~ ~ "s'~' ~` s N a coo-(o-uo £ ~Sb'Hd NOS2l3dd3f' ~"~

~ s
a ~~ 5 ~ ~ e a
tl!
x ~~
g~~ ~~ ~ a~ • ~ ~ o
~6 ~~ ~~~ tl~ ~ W
~o _ P 6 ~ .W
~ a w . . ~ W 71
U
F
O
a
~\ ~~ ~~
~ ~~ ~1 ~ ~
< ,<
i
~ I~ w
I
~ _ $ ~ ~
~O~
y~ i~ ~ ~~~
/ ti3 V~ - ~C prn
Y
~e

~~~ R ~. ~

~~ ~~ ~~ b 4
1(
ej
fi ~ i
~~ a
~ .
~~
~
9-N~A ~
~
~~ : ~1 {{
Y~~
' ~
~ ~~

3 ~
~~ ~
i~;~~ ij
~
$ti
r j '~p s~
~! eIx ~~ i~ggjj
~I1

a
~~
J
0
W to
z
N~ o
# ~ ~~
? a
~ ~ = OZ
a ~ ~ N;
. ~ z~
~ i z z ~,
s
~ w
i ~ a ~ o
~t i~ ~
6~ ,~ ~ ~
~ ~' ~
b IL
t f i
b
~~ ~ ~ ~
~~ F~ ~
}
~~ ;~ ~
~~ ~ ¢s
~ ~~ ~ ~~
~
~
s
e ~~ ~
R ~
~ ~
!~
7'
Ag ~~ «
~ ~ E ~~y`.
~~!
~~

~~
~ ~ r
~~

ss d ~ ~~ ~1~

~,
V

~ J
1 W~
g ~
~ ~
s =z
~ O
a = # z uQ]
wN
(
-
~ w
~n
s
~
#
~1 {
i~
}
6a •~
$ '

~ s
~
~
~
~ ~ ~

~
~ 3
' ~
~ ~ k ~
~ 1 „
i~ ~ ~
._
s
N U - ~ ~
~~
e,.,.
~y a:;r, ~ ~a J
';~;: ':~; : ~ O p
~ Q ~
Y ~ ~
~p~f O Z ZZ~
~~~ ~ (~
~ ~ :~~
I N
' •~ ~
z
-:
~tou~ ~~F-
p ~ ~?zd.. W
.,. ~ ~~~
^~r
"~ a

~
i~ jj{{
a
~ 8
i g~g
5
.~ 9
:7 ~~
~N~ ~ ;

g
pg e~qeq ~ A
~ ~
''
jj ~ ~ ~ ~ ~~~~ ~ H~H
y
y
R jj
7 ~ p
p
5 ~ ~ ~ ~ ~~~io ~ I
F
i

n=, '

6 ;
~
~
~
~
a
jEi
f~j~ ~~ ~~ ~ } ~ ~
gF~ ~i ~~ ~a ~ ~ ~ ~
a
y
7 ~ s{ l~ ~~. ~~
A
~ ~~ D ~
~
i ~~~ ~~ ~ ~ i ~
1 i ~~ l~~ ~
~~ ~a
~ U ~ U
~ ~
~~
~ ~
o E .
~
~
r ~
t
pp~ Z j~~ E~ ~{ ~~ ~a
~
~~ ~ 1
~
!~ i ;~ j~ ~ ~ Z Z
~Zn
a ~
i 3 s
r'
~ ~ ~, ;3 ~ j
~~ ~~ E~EE ;~
~
~
~ ~
0 ~ ~ o
~
~
g ~ Q ~ ~ ii ~i
t E ~ _
z Q

~
rn m
~ ~
~ ~~
E
~ 4 F-
Z Y
zd
~
O
~
!
~{
° m
W
LL
z ~
~ ~
; ~~
~~ ~~ ~~ ~~ 6
$~ f~ llyJf
~ ~
w
N ~ {~
~ ~~ ,, ~~ ~~
' ~~ ~~
j a ~
~
Z ~ v, 1
1
~ ;
'' ~6~
~~ Ej ~~ ~~~ ~~
~
~ Ej w ~
~
Z Z ~ s ~ ~ ~; s iij
9j.~

a ~
o
~
~
~
g~
ma
~
~
~
4
U ~
5
~~ _ ~
NIN.
m~ gg
~us~neoa ~ Q ~ $ IN-
« ~ O~ ~ U W
~ ~ v~ 3 ~ cYi ~ a
~~ ~ ~~ i ~~ ~b ~I ~~ o ~ ~~ ~ ~ ~
Z R' ~ s 99 0
o a~ ~ ~
~ ~~~ ~ ~~ ~ i ~LL ~ " w ~ ¢ ~s ~ a
~~ ~ ~~ ~ ~~ ~ ~ Q~ ~~~ ~ ~ ~ ~ ~ ~ ~~~ ~~sl; ~~ S ~ ~ ~
~ ~ ~~ ~~g ~1 ~ ~~ ~ ~~~~~R ~ ~ €~€~ ~ ~s ~~ e ~ ~ ~ ~
6 ~ y 3a << ~ s ~. R w s~' ~ ~ ~ ~ ~ o ~
~~ if i~ 6 ~~ ~a R 3~ ~ ~„~ ~~~ ~ g~~ R~ 3~~~ ~~~~ ~~ ~~ g6~ 4 Y °~m
- q
T ~
• .,

,' +""".. ~~ atva xaa9xauaav
,:, ~.
~-m ~ r z~ svs Slidl3Q
o„-,~„~„„ jJ~~~j x9a9x~mo xeaa9vaaxa 10211NOJNOIS0213 `~_~3
i~n.wo a~wM~44 RNumum`oa ~7-V LEl 9rs 9yx ,io
F ~~ ' N~S~'J~Q ~ xwas~uar~ 103f'02id 1N3W3/~021dW1
~~~ _ ~A~nr+wama a~ nrt9or 3J`dNl1/ZIO WZIOlS Z'~3
~~ ~ ~ ~ o~ xdweid , `; 9w o Sao-~o-~c9 E 3SbHd NOS213dd~f ~s
~' ~
b ~
o~ ~ I A
Is ~ W ~ s
W ~
~~ ~ o ~
N
o d ~ ~~ ~~ ,. ~ ~~ o ~ Z
~ ~~ ~a ~ o
o,
~ ~~~ $ I ~ I I ~ I ~ ~
~~ ~ ~ I~~~ I~I~ a~ ~ , ~
o y ~~~
a R~a
s LL
~ ~ ~
,.~
~~ ao~$ o ~bR ~-
'°~ ~~~
~~ ~ ~@ ~~
~ ~ ~
> ~ ~
: ~ ~ o
~ a W
~.
i E!
~~ ~ hE~~g~~ a~~ ~~ ~ 6g~~ ~~~~~ " " ~ ~
~~~~~~~ ~ o~~
Ik W Z
~~~ ~~ ~s ~~ ~~ ~ ~~ ~ ~ ~ ~ ~
y ~ ~ ~ o ~
~ ~~~.~ e~ ~ s ~ g ~
-~ _ _ ~~ ~~
~.: d • • i
~~~
~ ~~~
~~ ~
g~8 ~ -0•a - _ p _ k
- $ # x~aniewni _ 3
~~
it R wnnn ~
~ ~ a
~~ ~ '. AL
t O11Q1.
~~ ~~~ ~ 4~ ~~~~~~~ ~~ ~o ~
~~ ~ ~~ ~~ ~ ~ ~~~ 8~ ~~ a~ ~
~ wwY¢Y
N ~ mC ~ N N i tltl .. N M ~ tl tl
~ 3. Z 5~ $
~ ~ ~~~ ~ o~
m ~ a~
s ~ LL ~ ~~
a ~
b
~ ~` e
~ ~ ~~ ~~
~ a~ ~ ~~
S ~~ N
I!~ ~~ ~ ~4
~~ . ~~
-~
~ ~~. ~~
~. ~ ~~
~~~
F ~ `

.a ~~ era ~~.~,
'^'°"~'° ~ srs 133HS X3aNl
~~ ~o,,,~ ae~~w ieaswaaua '102i1N00 NOISO~l3 ,~
•I~Il~ao uryoniNal4 ~unwwoo SVS NHtl
" NOS>I~Id~ ~~ ~.d~~ l~~road
~p ~/~ ~•w~a~•w+ux+m{ 1N3W3AOadW13J`dNlH~la E'~3
_ "_ ~_ _.~ : ~ ' 67~Pe~+e eie sueld ", "' ni.~ 7 `ti_~~~ r ~ ~ ,i ~ e aoo io-uo WNOlS E 3S`dHd NOSZ13dd3f ~~+s
~~~~ ~~~~
_~
f
®®®r ~
S
!! l( Ul -
°~
~
~
~ ~
~

°
W ~

°
~

S N~
°
os ~

°
Z
o ~ ~
~ ~~
°~$
~ ~
= A ~ V
~ ~
F ~ ~. ==O ~

a'

N~

°
~'

U G

O~
V
2
't~
~!.$'
m ~a ~ ,o air ~
N v b a
. NgMI~C)r ~O h' W ~ 17 ~ ~~ ° ~ 2K O
mO'N~wMMfO N ~O ~.N ,.~ ~~ W
_o~oooood o' ri ~ ~°c W F m~. ~
o ~
~. 3~3~ ~ 3 ~z! y~
- y 7Q O N~z °
~~ ~ ~~ ~ ~ ~
~~~ ~ ICS ~ p~a, .~J/~ y~
W N N v Vl
YY~ra
~+ qq.~zgz~~~~ ~~yy Qg~Fe _c3 ~F
-.~ ~ c°iamro~ ~ inn rc ~ mi- ~ i~~ W~
l~1jl zz~~d°O z m %b -c'"i~ iF u
~zp{Of03o~Td ~ ~ S~ ~ ~~ z5 z
c ~vi~~~a3 inn o ~z ~ .~~ <~ ~i
' - ~ ~. - - ~ ~ rf r of fc Q, K ad
~ Y r
~ i ^

W W
¢ N
% ~
41
a
~
~
_ p°
~ _
N
N
~~ ~~~ 'd'z a
~ ~
~~
N
mF
~ ~~ 41~
~.

~~ ~xW O?Z
m ~,~

Z
3 O v'
J
y
Y.
~~ 7 2Z
a~
~~
0 Z 1z
W ~
1
s02~y -
Fty ~~ yNj p3
S
~
I W a H ~ W~ ~ V
... ~~ q
~4t7# ~}°~ ~F~
~~ ~3~ mom
F ~~<

~~ ~~~ as
p ~~°

N
8
¢
V~ w
!!
t
% W
. ~ ~ ~
~~~ ~ z fjg
j~
~~ ~ ~
#~~ $
W ~
d~
~
N
a ZdU
~O
_ ~
~
~ Z
~O
~
~
=
41
~ W
Z7am y¢
p
~
W
~~ ~~
a
~
Z
a ~-
((
aF fn C~~ m
CW~j 1j
y
7f/1
F-Z
~~~
~ ~~_'
' Sma
l? ~a~
~
Q ~~ ~o
~ oe <
~

g~~
~
~
~
~~~ °
moo=
} ~~~ {{
~
c7~3n ri it 7 „cTNS~
k
3
Q
F
i
F
0
F
a

i~
U
a
~ '.
3
g.
0
O
3
a~
va
~~
~~
o
~
~~
~
a

~ ~ ~~ ~, bO
~
~ °
> °a
Na $ ~
W a V
O
w- NN
W
~_ ~Z
Z j W
~ pa
N ~.

~< y~
1-fiy, Z

~
F-
~?
~
~ y zy
~
o~
O
z
W
K
a
~~
~~ a
p
O
' -
~ d
~
~ Wm
~ y
y~~
UZ
.
. ~ a
~ Y
i
~ F
~
a
= O
~i . ~
~'~' - F
i

~ y
W~ W Wp J
J
~~'
~ ~
~
~ ~
~ ~ z
_ °m
y ~
~ ~b
~~ F
~a/{~
G
~~
p
~,tt
~
~i3
g
n
W
z
a g

Cl

~

N
°
p~ Z
~<
~ O= .
Z<
~~ ~
Z 3
W ~~
~~ >
~ >~-
y~~~!
am
fJ U'
W
j

w °~

~I? m V

°~k'
N
~ ~
{
F
pp;;
'SJ ~ Z

~~ ~

m y
.
6 O
ma
~
'd ~i
~~ a a
<~ a
g ~
`~ ~
a oa ~
~ ~ ~-
~o ~
L`I
o
~ £
~~ rc~
~
~ z ~N
~ a ~`~
~ s
~ b~
~ a
~'
N
W W p
p
O U ~~
C V ~
~ J z 7~ p
p
Wa ~_=
8~F OW
2
' a ~pt ~t
Z vi m ° r ad ~ ~aW' o c7 gg
ri US~ wtn -.

~ ,

- - _
p~°°
"°"°°
HLPH
~
' dH 09AOHddP
svs
:oopn; 1~l3A1f1~ NOS2i3dd3r ~ ~_~

~;
*^
]~~
~~
1°~D
Ee07"~"'
~021I1N00 NOISOa3 3
e1~iP~ urgaru1~44 dNunuwoo ,
.
~-~d ~ NN '~
NOS~IOIa ~~ HiPd~ ~~~ loaroad
~
~l~ x+uew~ 1NdW3n021dW1 dJb'NIb21a '

' e ps'~a ~'a d ~'~Id ~
oza oaeo!
a ooo-w-uo
WaO1S 6 3St/Hd NOS213dd3r 1~
~3
~~
g _ - _ I , , t ~:_
~ ~ I I
~~ U a, ' ~ ~ ~ I . I~1 1 ~
t ~ ~ z n yl II `~'\ 1
~• ~ \
a t e 1 1 1 1 a„ LL~ t\ ~~.~
~I~. _ ~
I ' ~~ \ \\ fl
' 1 t ~
l I ~ 'w, \\ '~ \ o
y s e ~:~~.-.=a-=-r= °~1 ~ \ \
~R~1 '1 \
y , \
• ~~ \
`~4- b, ~b, 1 ~~N is ~~ ~®\\ \
~ 1 \
H
Q ~~ 1 ~~ ~ Y b e ~ t
y \\ 1 i ~ 1
o ~, h 1 \
1 \ ~
~, \ ® R , N p~,~,, .~
r --'~~°~_ RIVE ~
,,. M JEFFE S
'_ J~ ~ ~ ~'
e~ ,p
~',r ;,
L ~ 1 ~
° ~ °~,'° ~" ~'; ~ d,~
d g p aa~ ?`~
i 505 3os-~~ fj ~,•'/~'-.J
_ ~"~~ 305
~s ~
~, ~
aW~t'~`~~`{ o
m~= ~ 1~
N _$~~g ~
~ ~
I.L
.~j J
U~la-
O J ~
~ = Q'
WWO
wa3
.~ Z O
~Ov
0 W
ULLN
pew
o ~
til
~ ~ ~ ~ ~ ~ ~
1 -
®®®1~)©
r
R
A
,~ y
8iI3-O.lPuod - ~4o~d PW egd\w^M~7w~,o ~wu~r\sv~~ ~~~s daw~e\c rs
~ >r
-~ •

~' ~ w~ ~L.o A8~'`~'" HONb2i8 Nflb NdMS
r~M ~.,b
,,,,, _
"'°~°
ds~"`'"~
102:11NOJ NOtSOa3 L L-03
do
~Orolimuoe~u'9oruWal4 Ruunwwoa ~l~ SYS H'IV
NOS~IOIa FLLYd ff 11d QYJ 103road
~
~/~ NAIOJ~
~n~•sauuy~ 1N3W3nOLidW13J`dNIV~IO $-03
e vex '~ sued o~ a soo to Lca W2JOlS Z 3SyHd NOSZi3~~3f ~~
~
b ~
~ ~~
~ ~ ~
~ a

9
®® f
®~ -
~~©
r
Z
0
a
~~
z

s

~.
d ~I
~ r~
I
~ W Z 3
w~F
~w~
n, c~
'Y ~. ~Qa
~,4 ' W
m
`1. ~'
ai ~
/( ~~ ~ ~~ u
!~ ~ 1 U
' k~ Z J
~- I

i
~ I

I
11
r ' ~ ~ I
~
I S
I ~ O
O
,
~ '
y
~
_ I
I
I I IN
II I ~I I

I'
II W
O
~Z~
F- O F-
a' r Qi
Q ®
1 3
~~ /~ I'"
i ~i f$ I
j1`
~ 0 ~ W
U W Z
d
r r
.~
~ D~ I ~
' \ Z
tA
~pQ'r
~:~ a'
~ 3 ~ ~ p to
..
,~_ - -- i~ W
,~
~ ----
---- - a
-
I
r I
l
~ ~
J t

Gk .
~
o '~

---'
~ ~
j
l
/
/i ~

i
' ® ~
~
{
f' ,...
a -_- -
it j ~
1
I u

l r., ~
~~J./1 I I
II ~ 1 1 1 ~
ICI- _ = J
1 % I

(~"'~. , H I
I
~ ~~
'~
~ -p- a~
-
_ -
-.- ~ 1
d =~_~'
r~ ~
8L~'INJIS3Q NOStl3ii3'
y3i una uowg~6wp~~ urq uoMy~6uprord auw;rts RmuMd~C 75 wI~00YD~VN>aLgAY~Lf/FD\~~Iad~:O
~ r r
1
i
~ -~, L

~~ ~
-^~^~a 3J~Y0 A808A011ddY
>;~
HONb219 Nna
-
~-~ <.w
:,.R,.,,~„„
' Twos
ae®o~o
xaaaaraaxa
Nb'MS lON1N0'J NOIS02~3 6 6
J3
wwe~
n~~n~ a~ ~ ~v~y u LLWLr~ ~ ~wv a°
NOS~I~Ia HLYd9 8dm"J ~
~
~M ~~
ww~e+u~~ 1
3road
1N3W3A02ldW13J'dNlb'ao
-

e P~18 ~d s,Y~
orl ~~
a sao-w-ua
WZIOlS Z 3S1~JHd NOSa~dd3r g
~3
•~
l,. , ~
~.` / ..~ , /~ I
~/ ', ~ . 1
// ~ ~° ` . Od I 1
' I
// , ' b
' ' y ,, Q~ '
/ ~---j :~
~I/// / I:ir ~ I o~~®
~ ~ / / I b!
~~ / /
~ `.
`~i i ~~ ~ I
C
_, ~~ .. _
~~\ ,~, ~. I r ~ 11
~~ 11
~~~
~, ~ _I>` -
~• n
~__ __--___- 11
1Yn1. I ~-.._ ss 1 ~ _-- „
/ ~ 1. ~ 9 ~ 1, ~ _
/ 11 r / t
1 1 ~ ~ o~ ~~ 1
1 1
/ 1 I ~ I ~~
~ ~ ~ 1 •;
I I
i 6_ 1
I ~ ,
~ I ~11 1
aa ~ 1 1:1 J~~ , ~ W
~a~ ~fl ~ Y k~ 1 ® 1I 1 m~0
® I l
II!~~ / ~` ~~ y` ` -~1 I ~ Ijl ~ ~ w ~
`~ ,~ ~' ~
I
U
~g~
o «s
z~
z~l~
Uwe
R W .
za,w

/ /
/ / /
!f~ , a ~ / /
r i ~ ~ a 1 /
a l y
//
/ /
i ~' ~ I /
y ;~~ Ir l!
~~ ~ I
~ ~
~ / ~
_ ~, ~ , , N
~lS~
~~, ~ _ ~p
_ ~ ~,~ \
a I '~,
r'
o~ Ill ~ _`~,, ~ -.
.~a I ll~
p';y (~ l ~
ll \ ~~ ~ /
~ l /
I i
0
~~ ~ ~
~ ~' ~ ~ ~
~~~~ ~
~~~ ~>~~
>~~ ~~~~
,_
;~®®;~©
l
T
8
s
Z
O
~.
~ F-
W~ W Z
~ W ~
W ~
(n
~ W ~
U¢Q
m ~-
0
p
• (z) ~~ wa ~,y~e.n\s uro ue~ey.oor~ .wn.cs Rnw~a ins ~Id~ow~\wn«Ila~or\a vla\n~Ko~a ~
I
.~ ,. , , . . -r i

"~"' ~ Ae .121d1f181~11 JNISNV~

_„~'~"~„„' .
~
~ ~~ Ae~ .a~~ 102i1N00 NOISOa3 ~' ~ ~ 3
y~jpn
N~7M~~ urp~uyoy
uubo ~ SVS H11V
NOS~I~ICI ~Ya~ ~~
~
~M ~~~
~ loaro~d
1N3W3n021dW13°Jt/NIHZ
IQ
"

'' ¢~s°s-id ~
w:~ ,~~,
a soo-w-uo :
W2101S E 3S`dHd NOSLI3dd~r L
03
~~
a
~~~~~ ~
~ b ~ ~ n
~~~g~~SX~a~~a
I
t-
I ®®®r~~©
r
~{~' ~ y
•4.J o o~,
P
f
O:
~ _
° ~' -
.:t
-W ~
W ~i .~ '1
1._ .~-'fi

i. ~ Yip/ ~
~ Y H J

~ 1
I
( ~
m F-a-

` ~ ~ W
1
I
z J ~
~ I ~ V 3
~'.~° ~~ 7.~. W
`~ ~ g
go
--
MJLS3d{~"~ J
~ Z

mss ----- 0
~ Q~ ~-~

--~- O~W
VFW
a
® O ~- ~
~ m w
i i ,i ~ca
_, ~\ ~, , ~
`r z~.~ /~
J i / ~ t~
z~ ~ ;, - o~
~ ~ ~ ¢~ ~~
. ~a~•
~ r+ oN~~'' ~ i ~
t. ~ ~ }
/'-. Q
~ ~ mHFa-
b ~ a~~~ ~ ~ ~~` ~ W 0
~ p5~ s >~ fZ V O
~ , ,. W 3
' 4 ~ oo°
~ ~ ,~SCp ~UZ_
t t1 ~t1:. 1 Z g u)
- . `od~! ~ 1 \ m 0 W .
~ 1~ t, ~ ~i°J'~~ t W ~
`, i ,~,,` ~ tc~ 'C?
~ :j o 4;
~ '~ ~ ;~ ;
~ _~ . ,
~~ ~ ,. A
s
S ll
- ~v~i 6wWm\aw\~~at bvw~\6vM~ ^~~s ~Dw~d\r ws ~oia\amo\va~~w~or\dv a\n~fo~~
i
~ ~ ' ~ ~~ ~

.
o
. wa
3LYQ
AB QUONBIY I(
n
n
x
~
„
~
~ 'zo~zr svs W31S
lS a3SOl0
z
'
~ ~ ~~
-
~ m~°
Ae ~aaxe ~
JNISN`trl l02l1NOJ NOIS0213 (, (,_~~
~
~ ~~~• •~•~ ~ $
~~ ,
N~S~~~Q ' ~~d ~ ~~ a~ 103f02ld
~ ~®~
~/~ ~~++~ 1N3W3A02idW13Jt/Nitliia $-~3
~ : e aal~ e e+d a e~~a ~ ~ ~ ~:~ ~-~a . ~~+, or~i a voo w us W~IOlS £ 3S`dHd NOS2l3dd3f ~
Y! ~
~ ~
~. ~~ ~~
~~ ~~
I
}-
®®
I
1~
t
/~ -~, t ,
~ ~~' ~ ~ / t
\ op •~ ' ~ i
I
,o
* ~ ' \ 3\ ~ ! 1 I I
`~ \\ 1` ~~. 1 ~ 1 j ~
1
! L:"
~~ _-
\\ ~~ \ `.t \ ~~~
\
LL///.i t ~ I1 Z~fA~
~~ / / 5~4 \ 0; j~l ~ OW W~
!~/ t t \ \\ II U~WU
4 t!\; 1 \\ I I Z~ S
1
\ t t '. \ ~ `'~ ~~ h NO W
\ ~~
\ +
~ ~~ ~ \~t Qj , pi ~
\ ~ , \\
\41~l t
~~ , r '\ + t
\ t l _~
~\ ~ •~1
J ~ ~ j .\
~ ,{: \
~g~I v \~ `,r'
7a I \ A \`
,~g ~ \
\ \\QIi
:O, \\
r
~ ~ ~4' ~~
r , ..
~~~ ~ a '~
w r

g
s
au•~ Nosa~.~r
sa-s W.~s\~•a\s Wks\•wn~s va ~+•v~•••s\s t•s Fwd\aavo\va•^~lrar\avr~R~•I•~e\a
-r s
~.

~-e-c ~ ~ aWn\6^v\o~-c w~a\w~a\r ~s ~ow\aaw~\v~~u~or\u~v ~n~o~a ro
•r ~

3
.. v ,y7
° 4 ~e -~~ n slva
Zb)fLJZC' , AeaeAOUddY
SVS
` `~ ~adlneiat s~do
u -
..~~
p~~xOOMI ~ ~~M,~
•~R==T
i
'
*
A8 O87~~D
AB 03tlYd3Nd .Owwdw
F L 6
~3
q~ou~.~~ •,m~~+,W9v Zu~~
' ~
~]~l
•
l{1~W svs Hr~v 1O211NO0 NOIS02~3 eo
r
~~
NOS~I~Ia ~~d ~~
~
~/~ j~gpjs
~"p7°~'+~ l~aroad
1N3W3AOZIdWI 3J`dNl`dtla
"

`' °. , ~~ ~,. ;t,*~f.:'" ' e aB,~d S~B~
'.~'T ' ~
~
o~
a o0o a ~co
WZIOlS £ 3S`dHd NOS~13d~3f 0 6
~3
~~s
~ ~ ~~ ~ ~
~~~~~ ~.~
~~~~ ~~~
~ ~ ~~ ~ ~ g
~~~~~~~
~-
®®T-~~©
r
3 •-
0
~V
wo
~\
~ S'u 1
~ \' ~ ~ `.
i '~~ ~
~ • ~~
i~ ~
~. i ~
~ ~ i
~-1--- ~~
"~
.i; ~~.~ to

~0•~{~
`' iii 3 _
I. / ,~ ~
~~
__` ~~~ ~ t
_~
~o
~~
~Qo
o~~°~
~~°°H
o~~o
V~(O
F
pOw
~ _
O ~
w
r 1 t W ~
!6! ~~
a i--
~_,
--~'~-
,uAOO+
5 pp~£'i ,.~
~3-~+l ~IOO ySowwoy~6My~oyn9Nl nP0 yYowwnry~6upooip ouw3a(5 Fmwl~~ Soy ~Id~d0V0~VlOattZOY~LV1fJ\~ o~d 'q
r t y ~

.~.
"'°"°° srvp
£ Z` xeaaxpaaav
'~ -8-1N~WN~JIIt/
-
~=--sssfusg
~~~~
xea~o
xepaxvaasa 3ldMS NOS2i3dd3r

10211NOJ NOIS02i3 ~ ~
~=
~O
q,,;i~,,,,,~~-~,,,,•,,,,, sve „m,
NOS~I~ ~~as ~a~ ioaro~d
~~. ~~ 1N3W3n02ldWl 3Jb'NI'd~ld 6 6-'J.
s a~ ~d ~Id p~ o soo a us W~IOlS £ 3St/Hd NOSa3dd3r ~~
.-~ ~D' I I I I I~y `a.~J~
;~ I - al I I ~
I I ~ ~
I I
I
I ~
III
I
( I ~ I
I ~, I -
~~ ~ti
I
I I
I I ~ ~~
:~ ~ ' ~°~~ I L -
ai ; ~: ~~
~ i ~ in ~ I ~
I x ~ I I :.~ ~~'
_, ~ ~ ~ ~ ,,
o I iL _ _
~ -
_~__ I ~ i
{~,I ~~~
~ ~ ~ -_ --
_ _ _ ~t
~~~~ ~ i m ~ ~ ; L ~ ~ ~ ~'
L ~i ~ ~ S ~.
I I ' ~ ~,,
I ~ L;,1 g
'' ~~
?- - ~ I
r.J„
I I I
_ o i I I _
I > I ~
e
~ I ~~~~
\~; Q9 i I J ; ~ ~
~ ~ ,~ ~ Ir'( / I
\~ i I r
\\\\\ 3. i ~~ >a I
\\ \~ _I ~~~ i ~~-- I -------------
-LL_--
\ \ I I ~~
\ \ 1 ~" I I
\\\ \ ~ I ~ I ---------I
\~ \\ I R U ~ ; II
--------------I~'~. _II ~ II L
------~------I - I} -~~" - ii €
b W ~~. .. ~j y 6 I `f ~ XIF~ '~ 1 p~
3
~~ ~o ~~ ~~ I ' IIQ
~ ~~d ~; ,
~ 53 ~S'a I
- I~gt~ I Ir y~ Z • i~~e
i 15 LS W~ ~ 5LL6 ~.
~~1. I ~ gS- 1 ~ Qe
~ G/ / '~$ I I $ Twp o
~- . m. ~g -
~~~ 613 I ~ a QS~F'~
" I ~
_g~w~
I I I , =~ o
`'`^r~ I I ~ I i ~ ~
~_~~, I ¢; I i I
i -~~. w I, 3 o x
I I I I ' ~ I~
~~ I
~„, o
I I , ~\ 4~
I ''~*rrr
ry y 3 -
•R

J
~ ; O
CVO
u. ~
~ZQ.
0 ~ ~
z ~,
z~w
w
paN
w
N
w
0
3
~~a~~~ ~
~ ~ ~ ~ ~
~~~~~~ ~~
n g
~ ~ ~ b ~b ~
~-
®®®1~~©
r
a
a
- ~ l{i13-133F6 M/'Id\~ spa u6~wp-uou•~wr
n•a\~p w•+•x•r\~•~aw •qve-s••~+s\£ is ~~pwo\r+n~uarn\avEO\w•4•+d~ro
' i ;- ~ .r z . y ~

~~ I ; I I( , Q~o~%n%O®~~00 m ~ dYo-o•0 1
~ ~II J
(I I I I I
i a~ ~ ~„ ~~ s ~ II
I
1 ~ ; ~ II
~'' l i I I I I I III I III .
~z~- ~~~
r, _~~~
r ~ v
~~-~p~ ~ .PAS ~ ~ ~~~ .~ yy
g $ ~ ~~
Z
~-, ~
C.7 0 ~ c~
~ ~ W
W a ~
a
a U A ~ a
x~ ~
~~~ ~ ~
.~I~~o Z ~ a
I ~ z ~ ~n
E~+
NSF ~ ~ z
o W W o
o a W W ~
~x Z~~
~ ~ ~ ~ w
~ Z ~ ~'
Wz
i

i
v~
~z~Z
~Q~o
~ ~ N U
>>.
~zzz
0
~ J ~ ~
w
a
~
~ m
_ ~ ~ ~
~
~ ~ g ~

~ ~
~ ~
~ "
§ ~

~

~
~ ~ ~ ~
~ b ~ ~ ~ ~ ~
~ ~
~

~
w
~ ~
~ ~
~ ~
~ ~
~
3 ~ ~

~
~
~
~
~ F
~
~ ~ ~ ~ ~ ~
~~3
'S of
< ~ ~ s ~
~ ~ ~~~ g~~ ` ~ ~~ ~ ~ ~~ ~ ~
_ ~ ~ ~~ iua
3 ~ ~z ~ ~ ~ ~~~ ~ ~~~ ~; ~ ~ ~~~ ~ ~
~ 3 oo ~~ ~~~~~~~
,~ ~~~~~~~ ~ ~~~~~~~ ~~~~~ ~~~~ ~~~ e ~ ~
~ y ~~ ~?~ ~ ~ ~ ~~s~ ~ ~~~~ ~ ~ ~~H ~
X .-aeK~~b~mi.mo~~O~ ~ 3' ~5~~ ~Ct ~ ~ 20f {~~t .~~'- 9~
W Wt~~t ~~~ W~~ ~ ~t ~I ~ ~t ~ ~ ~ ~ ~~ ~ ~ g~' ~
VTSN Uf .3i a;~v~S~~i ~~ q5 ~ t3W3a r~ ~ ~~~°~ y; 6 8i y~ 5S

~~o
o~~
~ LL
=W

~="
~~
~ ~ i
?ma
W W y '~
Q
~~~~
$~ '.~
~~~

W
~„ ~
yW~
2 y
O~
Z
;~W
V
y
8~O
o~
a
~=H ~~
Z~a
9.. tl
iS~ fr GS
~~u
s ~~~
~~
Ys
U~
~0:=.
~o
0
~N ~
~~ ~ ~_
~ ~~, w ~ ~m
Z~ ~ ~
~ ~ ~ ~ ~ ~ ~
~ -~ ~ ,. ,~

d
! ~ ~ '~
~~ y~~~ ~
~~~~~~~ i
a~~~
~~~~ ~!~ Q
°~ ~ ~ ~
o~a~ ~~
~~~~'~s
~p~~7 {~j~ C a
Z N
L~ tl ~ ~ ~ ~~U-~ F ~ WT ~
a ~p ~ ~ ~~~~~~~~ w= z
t~ G ~ ~ ~ ~ ~ ~ ~ ~ ~ c~i~~a
d ~ ! {{NAB W `Zi1 m U
00 ~yWn ppnpp n- J
! ! ~ Q ~ Y
~{yy 4W-
~~y ~ ~ m e ~ ~ ~~'~~
! !q ~ }QmQ
~ ~ ~ ~ ~ ~ ~ ~ 5 ~ ~aoa
' [~ .7 mUNU
5 3 ~
~~~~~~~ ~
~ ~
~~
~ ~~
~ ~~~~-
~~~~~~ .
~~~
~ ~ ~'
~ c ~~~~
~ ~~~~ ~ ..
~I ~ ~ ~~~~
~ ~ ,~ m m d
o ~ . ! ii °~
~ I ~~.~~
~~~~~a
I~ ~ ~~
V ~ ~ q, Ze
W ~ h o i 'g` ¢QS~
~~
~ ~

~ ~
~ ~
~ ~ d

~

~

~
o
~

~

o
~
~
~

~ ~

~

~
o
~
~
z o ~ ~

ooo ~ ~
~ ~ I ~ ~
~ ~
! ~ o
4 ®o ~ ~
~
~ ~ ~ ~ ~ ~ °~ ~ ~
z .~ ~ ~
~ s ~ ~
o ~
~ ~ ~ ~
~ _
i ~~ ~ ~ ~~ ~o
~ ~ ~ ~ - ®oo ~ ~

~ x ~ ~ ~ ~ A~ ~
~ ~ Q

~ 3 ~ O
~ 0 N U
>>
~ZZZ
0
O~ JOU
W
Q
~F
~~~
Z~w
~ k ~-',
O ~ w `~
~g,-~~ m
~~@ ~~
Nw~
Zy
~~~
yU~
H
V ~ 0
b 3I ~
~ ~I ~
~~~
J
~ I~
• r . } y

~ ~ ~~ >~~ ~
~~ ~ ~~ ~~
~ _ ~ n a
"~ ~ ~ ~ ~~-
~ ~ 3
0
oid ~ ~ .1~~ ~~~ ~~ ~ ~~~-!! ~~ ~~
~ ~ SSA 8 ~ ~~~~~ ~~~~~ t~~ ~
~~ ~~ ~ ~ ~ ~~ ~ ~~~~R" ~ ~ ~ ~
U ~ ~~ W ~. D ~ ~H ~ ~ d
~I ? ry n^. ? 6 f: e n g
wW e
~E N l~~tl~ ~~~
~ ~ ~~E ~ Z ~ ~I~
$~~~ ~~~ ~Q~o ~~~ m ooh, "'~~ ~ ~
~~~~°a ~~F m~~~ W ~do~ ,~
~m~~~ ~~~ NxF-~ Y-Ox o w ~~
Zk~ ~zzz W~~~ ~~o `~~~
F°i a~o~ ~J~Z '~~ ~I
~~~ W r~W~
v F
z=~ ~ Z's p]?0 ~~
J (7
~ ~ ~ ~~` ~ W ~ ~ >a ra m
>: ~g V V a ~ ~ ~ I~
5^~ ~ ~ ~ ~
yRY ~ ~~ •~I ~ ~ ~
R A
g
e+f
~, ~,. , ~
~ I
i
y
r ~
b
1 ~ ~ © S
b~~~
~~,
~b 1.
~~$ ~ k
a~
A
°~z~~
O(Sr ,M~IC
'~fS v 1 M f
s-'~ ~A ~LnJJ ~~
~~ ~ .
~~
i~ _~
/~~ ~ ~~ w
a~l~yl
3
°'~"~~ f"
ice`- -.--~
n
_ ~-_ ~.
v~ \~
''~\\q.~ ~ ~ s . b ~.
b
\~ l; ~ w~
~~ ~ g ~~/^~j
~ ~ ~; ~
~ ~<
N,
_.
~~ ~•~
~~ ~~~
~~
~' -'~1
__~ s
,,'-
~.
,~~,.
/ ~
` ~%
,~;'~ 4
9 f
~O
~~
~ ' ~ ~ a l
1~ /~' /
1
1 G ^
1 ~1 1
II11 1
1 1 ~
~1 1
1 1
I 1 1
1 1 I
,1 1 1
~'i;~~~
v~l 1 \~1
1
-lI '
~ 1
,~
`~ a
"~ r/
~~ i ~ ~3
r ~ `` 1 , ,
~-
~ ~ 1
~g
qq
37 LLiS
~ ~ ~ \~ \`
~ 1 \\ y ~ ~
9 \
y
gg ee ~ v
~:
N

¢-n-zat~oad A Hr~d\•~+•ia •a••a\~~•~~ro •••~•u~r\••ninn\c ~•s ••m\Om~\tlaxxLtZO~\avHa\ 1~N• ~A
• q
~ ~ ~) ml ~I

b °~° "~ ~ Z ~ ~ §
~ ~ ~ ~ ~ N ~1~ ~ Z~ W w ~ ~
m 00
O ~ ~ ~F ~ z93 ~~ b° ~ ~ ~ W U ~ W~_U ~ ~ W ~ 4
~ ~~ ~~ ~~ ~ ~ O~" ~ W~~~ ~~0'~3~
~ ~ ~~ ~~~
~ ~~~ $ ~ ~~ ~ ~ ~ ~ ~~~ ~ ~~ ~ a ~ ~ ~ J ZO w ~ ~ ~ ~
~~~ a~ ~ ~~ a ~~ ~~~~ ~ g ~~~ ~ m~ c E O V W' WW ~
s ~~ ~~ ~ ~~ ~~ g~` S~ ~ ~~~ P ~ ~ ~ ~ W s
~ ~~ ~~ ~~ ~ ~ ~ ~ ~~~_ ~~~~~ ~~5 ~g ~~~~ a Z0~ ~ 00
~ Z
~~ ~~ ~~a ~~~ ~~~ ~~~o ~~~~~ ~~~ ~~ ~ ~~ ~~~ ~
,~ 1I11 a 11 \
• I I i 1
I I \
t 1 I 1\\ ~
o b ~ ~ ~1 1 /
ti 11"`~~, l I r \ I
k o~ ~ 7 II'.1 I ~ \ I`~~~`
'Jd u 1 1Y1 \
~ 1 ~ \
~~ I \ ~
~ 1 -~ \
o ~. b Q~~' ` a~ ~ \
Q ,i.. ~ ~ ::~:~ b b l
'd \
I. F'~7 SM ;~~ < ~~ b
~ i ~ ~ _~~ ~>~ ~ ~ ~ i
w ::. -JEFF ~
z ~ g
~~°~-
J ~~ 1J ~FFCC~ CD ~ ~ ~, b
>r~ w ~ QU ~
y b
s~ ~ \\ A 4 / b
,.
~ / ' ~~g `~
~o-~ N i
t°? i ,
> .• a h

Y~€
~ ~~
~ ~ ~ ~ ~ ~~
~ ~ ~ ~~~
~ ~~~ ~o ~ ~s ~~ ~~~
w
3 ~ ~ ;~ a3~ ~~~~ ~~~~
~ '" ~ ~
<W c a
•, g ~
~~ ~~ g~ ~~~~ €~~ ~~ ~~
~~~ ~~ ~~ ~~~~ LL~~~~~~
z ~.. N el v 6 a F
1
~__~ ~ II
i ~
~ ~ ~
~ ~ ~
` L
y,~ t;lt- ~ ~ d ~
F 5 _ _ mo-QO.or
____-__ M____
N Li3w)1 u AT
Ol AR 'MOYdN >~ 3.1 YYMI J NLSYO
___- 55
- ~
~~ ~~~~
_.
o
i ~~ ~~ ~~Z
g~~ ~~~ ~ ~~~`~
~~~~ ~~ ~~
o ~ so s ~
~~~ ~~ ~ ~~
~s
~~~4~ ~~ ~ ~~~
~;a;~2S~ ~~ ~ ~S
St~°~~ r _
0 W G '-
1 ~ \
~ .e...~ I ~~'~
~ ~Q
L

C~ ~~~
.a > \
,_
_~
~~'~ ~~o€ ~ ~~ ~ ~ x
~~ ~ ~~.~~
~~r~ b ~ ~g~~~
L
`ice' • b
~~ ~ ~
i I ,~ j
~~
~~:o
~fl~ a ~ ~~

~ ~~ ~ ~ ~~
,~.~[€, b
~.j wj V8.
tiS ~qq..L
>LL K
I~ ~ a ~
ti
oz~ ~
a~ ~~f---~~ ~wa
~ aw ~-~ NWT
Ow
~~~
~_
Z
~~~

0
N
0
8
0
g
m y~
e
R 8
• ~ ~

~ l ~~ ~~ '
_
~~
1 a __---
~ ~ z ~
~ ~ ~ ~ L i
84 A~ lo~~V'./
'"'T
7iJr 1 ~_
_
_______
L
p ______
33
.9~
1~
pg
n
O
~SU
$
JJ
~y - _ _ _ PAY A'Y Anlp _
83N35-SS ADInQl1. 6u;eyo •n n bus ro se \~: • yA LLS07V1N3N1 113N9YO'•I~lAlold-f11Y9
_ l~l~ 1 ~ I '- 'I~ Ilitllfl , 7 S Id\OOY~\tliJ><x ltZ09\l1tlH~\alo~o~d~ ~0
~ J ~ • • ~

~ ~ ~~ >~~ ~
~ ~~ 5 ~d d~a~ ffi~~ ~~ ~ ~~ ~~ ~ ~ °
~ ~ g ~~ ~~ ~a~g~ ~~~ ~ ~
a ~ ~ o~ ~~ ~~ ~ ~ ~ ~
a a ~ e
~ ~' ~
I ~ I ~i *~ ~ ~ c 6 ~I~ a ~t~~_= -_ ism.----
~~ ~ ~ F~ ~ i $ ~ ~ 8 Z~~oo
~ ~ t~ ~ ~ ~ ~ ~ ~x ~ ~ ~- ~~
~, ~~ _ o ~~,@ ~ 8dn I k 1 d ,
_ _ o _
0
a~o~ ~ ~ ~~~ ~~1 ~ ~
~ L • ~ 3~
M LOY-9iL9 B0' O'VO t.!_ n- f -~ I OO 'W
W A01OtNpI ~]~1_bTMIQdd'~EPadP' - - ' .., ~ ~- -L ~ _ _ _ - _ _ _ .~ _ _ ~ _
3rilt10.~NlSNb'7 ' ~
~p ~.~ o
= SS _ _ ~ s-s~Y eo- auo
.-_._ ~ _-_ _____r_S
I
' i F tl]Y3 A'JMIEW I
x
~~~ . ~ I I.
~~ r s ffi 3~~ L I 1
~ ~a ~~ € ~ ~ ~ ~~ ~ ~~~ ~ L
~ ~~3~~ k ~
I ~ ~~~ ~ - ~
Igo ~o~ ~
x LL
~3k3[~ ~ 1~ J~ge~po
I ~ EF ~ agwoi
I i! ~
~ O
' ~ (`.J; ~
~~
---- - -~-
~$
~ "
~~~ ~ ~~ o /
h~ ~ ~ °
;~~a~ ~~
~ r .L
k I o~
t ~
~ ~
1 Ng ~fF~ ~
E~ 3$~ ~ 3 ~ O I I
EE ~. ~V • l)/^~vp-~ytyip_ .-3QWN LJ NC
S Mb I r (Y Z~YOI p~^nu~
~.J I _ I .. ply •WW:.JJ) yaw L -~_I ~ \
I 8
II '~
~~ ~ ~ ~o ~ -
~~ ~ ° I ~ w
-~~ I ~
_-, ~
~ r ~
X3,°0
Eo>>
~Z°zz
0
~~o~
W
~E
~~
^^
l~l.~.~ ~~

Z m
yy
d~Or~ m~0
_~~~~ ~ ~ ~
~~~
O w
~00~
yU~
U
~
~
s
.~ A~
~ ~
2D1rM-,oyoM .(ro1nqu1 6usuo~~,onln~ 6u~auol\eoil![lfl\f 7>S u~ld\°m~~\tl~~a io,\~~~n==t ~ o .
I
s ~ •
~ • a

pZQ~
F ~ ~ >.~
$ ~ . "-~ ®.
~ ~ ~ ~` ~~~
k F ~ ~ ~~~ ~~~,9F
~~ ~ ~ Z0. a~~~. ~~~ ~~~
o ~ ~ ~~~~~
ZI ~ N i ~ m i`
}
~ o ~~ ~
~-~~a ~~~ ~~ _~ ~
~~ ~~~ ~ ~~~ w~
~ g ~~~ ~~~- ~~
Z
cq Z
~~~~ ~s: ~ ~~~~ ~
O A ~ - r r
~~

P~t7
`~~ JZ~Z
~3~°
y~0-° ? m y F' ~ W ~"
~~0~~
w z
m o
g p =
~
Yg~g~ ..
to=~ J.W.F
__~~ ~ N ~ ~ ~
aocn
ZwV
~w
b ~ZZZ
o O
oa
~°
~ ~, JOU
~
o
Z~~ a
U?sq
,~ \ L
~§ ~ ~ N
~\~ ~ ~n
y ~~ E w
\i 9, \ b
~ ~ \ \ • ~ ~ .
yy
~ ~ ~ r \a O Q
I ___b ~
\~ ~~
I I . P+
~pJbroY I I ~ \ b ~ ~-
/ I
I
a0 vi'o~ I j - p N \3
/ I~ b\
v
/ k \ * ~~ J~mN 1
% ' ` ~ ° p °~~ao L
~~
i r , ~ I ~~ ,, o W=
^ I ~ ^ ~~ /
~~ L
3>
t_ ~ ~~o I =
~ L
/ /
/ ~i'tr ~~`~
/ `. ti:J . ~
/ /
~/ / a Q
$ ~ i ~ ~ € ~ ~ a P~~
~ ~~ ~ '
~ \ ../ - ~ _ `~ ~ , ~ ---- OAKS pR1VE _~ ~.
n ~@ ~ ~ e \
a:z> ~
I A$~ \ \
gggg ~ ~
I k
-7 ,
'~ ---- --~ _ ~ 1 O- ~_
]y~, ~Jj
~~ ;,J I F-
a n ~ ~ ~ gR w°~i
Y'
o'
~ ~~~o~ iii ~ ~ ~ ~
ooo~ ~ I I ~~
emu, ~„ _~ r 01; ~ ~~ r
` lTr~''u+ -~' i'ti ~ -fl ~r
e b
~ ~
i
'• ~ J
~' ~ ~-
H
a ~.:
e VZ~
a. ~ Zw~
~a
WV
a
aW
~~ ra ~~
aaxas-ss a~i a~oo v3owwo alp+r~m~ob-nno
rv\ia3nina s>roo ruoNwvra\ea~~etn\c »s ~oia\aaro\ra~«zw\+ro~n\a»~[~~a\~o
• _T ,~ t O 1. • r ~

q g ~
~ ~ ~ ~ ~~~ g~W ~ 5 a - 0 0
~ ~ ~ ~~gggaLL ~ '~ ~ ~~ ~,y~~o ~~< r~ Z8 ~? ~ a w ~
~ ~~~)~ ~ ~=fig ~ ~Q~ ~~y~~ ~~(~~~~ ~~ ~~ ~~~ ~~0:~y~ m'~o ~ ~ ~ ~ .
Fj o$o~< Syp$~ ~ ~YyQ' Z.7{` 0~ ~m,[~~gy ~~w ~t~ }rWZ~ ~~/~/~g'f ff~ VNp Z,Z Z -.
2 Y ~j ~4 ~~ ~S~ ~~tA < ~S62mLL ~p,7 7~<. y/~< ~~~+11LL 6~~ O
//
' ~~~
~~~
~; ~~f
\~~
...:
~~.~ 8_-,

~~ I
~ ~
e L
LL ~~ °
00 M
. ~~~~
oF~
'i m
\ z ~
~~
\~.. ~~
i -\\~
z
`~~~ ~~
,~
/ ~`' :~~
/ .~~
.~ / a ,
y ~
~.~ r : /. ~ MI5 ,~
~,~~~
\ L.: / /- I
b -
b'
3 J ~.
'~ ~'
~~
~~ ~
~.
x b
_ I / I~^ -
~~
~~~3
a~~~
~~~$
~ ~~
~~
~~
~\
'~
!a \
`S~ `.
\ \ /~,~
~~ ~ \.
~ `. .,
?~ ~ ~~ ~~ \
~~
~ ' ~'~
zza ~
~~~-`~ /
2. ~ /
~~ th)gg / /
0~ b / , ~ a
~ ~ ~
~ :
~ ~ i ~ ~
~ / 1 ~
~ 1
~ ` 11
~ 1
~~ / ~ ~~
i'~ 1
i ~
/ 1
~/ /~ 1
9~ i I
'~ ~
`~~
~~
,\ ~:;~
.`
~ ~
~. .
:~
R 7. if
/ ~. ~,.!~l///
~~
~~ Y 3 ~.
~~~
~N
a ~ ~ ~~~~~
~R LL
~~ ~
~°
~~~
L
/~ / -
s
a~
I
W
z

y~~_,o.w un, uoMS~~~s~.~oo un~ ucn,e~saiaunn\c ias wid~aov~\ra•*~~soa~rrv~a\'~'~~,e\ o
~ ~' M t .+ • ~ . w

a ~
~9~~~C9 Q ~~~
~ w ~Y€ ~ Z? ~ 6I~ ~
~ O~ WWW ~
u~: Zm . YW>~ Z ~ o~~ ~
~° '~ w ~ ~~= O~W yCro I~
€~ On V ~ ~ 4
~~~82 mWQ ~~ZD ~~~ 42~
~ ~ Z ~ w-Ww
w t
€~ ~~ ~ a~ ~ ~O~ r~Z~ ~
{ JZ~Z ~~ V V a ;I I~ ~~
-{ r ~ ~ ~ x ~ ~s
`~ r ~1 ~ Z~ ~F ~ y~ r LL >
za ~.m~ ~ ~ u. r $~ o .~- ~ ~ K
~~ ~~ ~ zoo a~ 30~~ ~~~~°~' ~ ~~ z ~ 4' H F-
74LL W
R~ `p Wa~ O~F W~W ~ ~<WW~ W~^~p~°n. NlI1~ ~ {y~ 6 W
c,)Kd o=i~p ..2~U ~W DO. W~ ~~m& ~ a W7 Q' _
.~,
` ` <
~ ~\ ~~ \~
¢~
~~
$~
$\
z
~ g / ~= 1
~m ~ ~.
~ ~~ ~~~
/ 8~ ~•
s,
~,
,' ~ ~-~
,,
,,
- ~~ ~
~ ~ ~~ I
~ ~~ ~ i
~ , ~
~R ' ' I
~~
C3 /~ ~ I
~~ ~ ~ ~
~ i. ~
~~~\ ~
~ ~ ~ b
~ ~ ~ „d ~
ie / \ ~
• io ~ r
~ ~
i
~ ~~ . i,
~ .~ , ~
i ~. a
~ I ~~
~ p 5
` ~ - 3 FX•
~' '
y I
I
n I
I
Y
gg ee ~2FC
' S ~+z
~~ o~ I
~~ a~~d~ I
~~ g ~~
~~ '
~.
~~M~ ~ ~
~~ti ~ ~
b,~ °r..oir yyy,rq- - .
N~l'S-'~d
~y ~ ~ ~
1,
I
a •°aj~
i~~ ;s- >
'z;s:~ ~~
i
~~
~e~
,.
W~°
2
o ~~
a
~ a~~~W~
0
9 -~~W~
n~# ~
i":a
a~:3
i `s,
I~ ~ J ~~
W Q..
te
. ~
a
, -
ZF-
~
c, ~ UW
ZW~
4 J
W
.

~
a
o
w
~
a
t'-
$ ~ W ~ ~avn '° g
via
g~ -
~
z
I
yW
r-i
m~••~iw~id'nrvo
L3x3S-SS'M N0153Nd-9u5NV-ni,•M~n bw•u•~\••p~mn\c ~•s ~oId~00tl~~tli9~*CLZ04~t1V1YJ~•1~•lo~d~A

E
W
~~
U (9
U~ V
~ <~ JZ~Z
~ ~ ~$~~e w ~ ~' ~ 3 ~ o
~ ~ ~~ '~ ~a~~~ m~~ ~~wf'
~~ ~ Dili ~ ~~ ~~p~' ~'~`'~~ ~~ r rc~ ZO ~ OUW. N Q O fn
$ So ~ m rq~ ~. g ~W~ ~!~ as F y Z_ Z Z
`~ ~~ ~ O~ ~~~~~~ ~~~ ~~~ j ~ ~ ~~~ ~~ p ~ ~Q C O Q
~ ~ Q ~ ~ ~U~ ~ J O
~~ ~~~ ~~ ~~ ~~ ~~~~ ~~~~ ~~~~ ~~~ ~~ ~~~ ~~y
~~~ 5 ~ ~~~ ~ ~ ~~~~ ~ ~~~~ ~~ ~ ~~
Z W~ ~Z~ o ~~g ~ ~
~~ ~ W ~~ }p$2 V W ~~ W g ~fC ~ LL~
,« `~ ~ ~.
~~ °~,~,
°~xsj
7
f~' ,~
~'
,~
\~ B
~ \\ I
~~ \ ~ -
I l ~ e+ ~
~t~^ ~~.
~ D,` ~ ~p
b/ 9~ s
/ Y
~~ ` • 1 ~
~ +
a ~~ /
9 ~ I
~ ~
$3 i ~ ~~~ ~
~ ~ n s
~ i
~ ~~ ~: ~
~\
~ ~\, wQ= ~ e p i
i i ~~ ~ I r~
~ ~ ~~ ~'
,~ ~ i
~ ~ ~ ~ ~ ~. ~
i _ ~
i. ~ ~~~ ~~ ~~i"
~ ~
~ ~ x
/ /
/ !
I
3e 1
1
>Z
~~~~ ~
~ ~~,
Q~s ~
~~ ~O~W I
~~~ ~ ~i
J ~
T°i.
~ ~``-_
r ~
er qyb
~~~ ~ 1
N p1s~~
~`~ ~ -=
_ ~
,.a
i~a~
E'R's=`
a ~~
~~
~ ~ ~ ~ ~ $
III
~ ~ ~ ~ ~ $
i
A
1
w
~ ~ Y
9i~'al~laleld'-f1Wp
N31VM-SS Hl N0153Nd-9N6NV'I\3~ninp Bulew~\eol7!plfl\f 1oS gold\pWa\tllPkllZOY\NtlHJ\e~~a(o~d\:p
l .J J ~ A x i

~ ~ ~ - >~
~ ~ ~ ~~ ~~
~~
~ ~ ~ ~~~~~
Q W ~~(j U 6
~C_°~°~,, N ~ Z~W 66~~FZ g~ ~Q,n~,~
~L_~ m m
.w,,, ;` 1; ~ ~
1
~,, ,,` ; ,
1~ ` \\ Itlt ~ ~/ i
~~ \ ~ .
\ \\ -
tt1 tt~`~Jl ~'~-~ ~ '
\\ l\ _
~ t 1 F~ -
- 1t\ t\ ~ ____-~--
tt \\
1b tt a=~7 .
11 t a~la '\
pq 1 ;"zz \
A t e t
11: tt ~ ~ tl t t- ~n?vf~s
l 1~~1 1t •>
1 i s 9 11 '~~`'~s
1' 1 ~, 1 tT~
1 si~'O l 1
1 Ay NI ~~• t~ ~
__ s1~J c° I{ 1 P i d J
9 S
.~ it ~ 14': ,~ ~ I1 _ ~~~~ '~ ~~~ '
1 1 ~ ;:,;~ 1 ',
~ M.
"4
~ ~.
1 ~ /, ~ Y
iY
1ID yY ~~
/ ~ 2,."` ~ ~pI~
i
i :.
~~ ~~ ,gyp woo' ~1_
i iJJ ~Ic \ 11~ 1 ` ..J
. .~Y~ ~~ g t 11 '~~~ I4 z'z~
`` y~.i•` \\ \ i
~ i
~~ ~ ~a ~~
H 9
a'.. Z~. U~
~W~ ~m
a : ZWs ~~~-~ wiz
w V ~~ ~e~ v ~
~ aw ~~~~ ~~~.
$~ ~: g4 mwv
r-~ eaarn '° ~S ~ ~ ~ DkW
~~ R.
~~N
_~
~=o.
Z~~
v 3_y
.~
~ ~.
~a ~~
~~
~~~~
~~
m~
~~~~s
Q ~~~
~~~g~~
W ~,~apa,~
~~$~<
~m
~~ ~ ~•
Z
~~a ~ ~a
~~~ ~~ ~~~
~~~ o~ ~
~~~ ~So
~~~ ~ 5~~
S ~
~~ ~ ff~~
Z
~~ ~ ~~
d
-•~ y~ W W
ZS: aC FZ• HZ
a
a _
>a ~ ° ~~ X3°0
a
~oN~
a ~ ~zzz
0
~ J 0 U
W
q~ruq..a-uca .~
ass-ss oa ~co abd~na aoo ttld\••amin\t t~s ~d\aaro\v~uzo-\av~p\~~~faa\n
• '~ ~+