20090543 Ver 1_401 Application_20090509

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
09-0543
May 7, 2009
TO: Mr. Ronnie Smith
U. S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
RE: NWP 12 Permit Application
Town of Burgaw Waterwater System Improvements
Pender County, NC (Action IDs# 2008-00042 and 2009-00437)
Dear Ronnie:
COURTESY
PC
Cal 1A 9
MAY 1 ? 2009
DENR - WATER QUALM
'iL614DS AND STORMWATER SM01
Enclosed is a NWP 12 Permit application for your review. This application is submitted on behalf of
the Town of Burgaw for the installation of a 20" PVC force main sewer line located within a NCDOT right-
of-way along Highway 117 between Burgaw and Wallace, NC. Approximately 1.129 acres of 404 wetlands
and 0.255 acres of RPWs will be temporarily impacted during the open cut installation of the sewer line.
The County will directionally bore under all streams and some wetlands to avoid impacts to these resources.
A 10' wide maintained corridor will be needed, which will permanently convert approximately 0.14 acre of
wetlands from woody vegetation to herbaceous vegetation. To mitigate for this, the applicant proposes to
buy into the NC EEP for the restoration of 0.14 acre of riparian wetlands.
The Pre-Construction Notification form, associated maps, and site plan are enclosed for your
review. Additionally, the Preliminary Engineering Report is enclosed, which contains information about the
alternatives reviewed and why the preferred corridor was selected. Please contact me if you have any
questions. Thank you for your assistance with this project.
Sincerely,
Kim Williams
Wetland Scientist
Encl.
C: Mr. Martin Beach, Town of Burgaw
Ms. Emily McArthur, McKim & Creed
Ms. Joanne Steenhuis, DWQ
Mr. Ian McMillan, DWQ
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 9 P.O. Box 2522, Wilmington, NC 28402
0q-0543
aoF w°TFRQ Office Use Only:
Corps action ID no.
r1 , f 't o r DWQ project no.
r Op y Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
® Section 404 Permit F-1 Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
® Yes ? No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Heather Coats with DCM has stated that the project qualifies for a CAMA
General Permit. This will be applied for after obtaining the 404/401 permits.
® Yes
? No
2. Project Information
2a. Name of project: Town of Burgaw Wastewater System Improvements; Highway 117
2b. County: Pender County
2c. Nearest municipality / town: Wallace and Burgaw
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: NC DOT Right of Way
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): Town of Burgaw
3d. Street address: 109 N. Walker Street
3e. City, state, zip: Burgaw, NC 28425
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Municipality
4b. Name: Town of Burgaw
4c. Business name
(if applicable): c/o Mr. Martin Beach
Interim Town Manager
4d. Street address: 109 N. Walker Street
4e. City, state, zip: Burgaw, NC 28425
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Kim Williams
5b. Business name
(if applicable): Land Management Group, Inc.
5c. Street address: 3805 Wrightsville Avenue; Suite 15
5d. City, state, zip: Wilmington, NC 28403
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 12
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): NC DOT Right of Way
Latitude: 34.6254 Longitude: 77.9319
1 b. Site coordinates (in decimal degrees): (DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: Corridor is -- 79,000 LF in length
2. Surface Waters
Corridor crosses Burgaw Creek, Lewis Creek,
2a. Name of nearest body of water (stream, river, etc.) to Washington Creek, Rockfish Creek, & unnamed
proposed project: tributaries to the NE Cape Fear River
2b. Water Quality Classification of nearest receiving water: C; SW
2c. River basin: Cape Fear 03030007
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is an existing NC DOT Right-of-Way. Adjacent land use is residential, commercial, agricultural, or undeveloped.
3b. List the total estimated acreage of all existing wetlands on the property:
Several wetland fingers and RPWs intersect the project corridor.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Several streams intersect the project corridor.
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to install a sewer line within the DOT right-of-way.
3e. Describe the overall project in detail, including the type of equipment to be used:
The applicant will install a 20" PVC C-905 DRA 8 force main sewer line within a 30' construction corridor located within a
NCDOT right-of-way along Highway 117 between Burgaw and Wallace. The contractor will clear the utility easement of
vegetation. The sewer line will be installed either by burying it in a trench (30' wide construction corridor) or by
directionally drilling the line underground (under streams and some wetlands). In the southern section of the project area,
the line will run parallel to a stream (Osgood Branch). The line will be placed a minimum of 10' from top of bank, in
'
wide utility
accordance with DWQ regulations. In open cut areas, the trench will be filled back in to natural grade. A 10
easement will be maintained in a mowed condition which will permanently convert approximately 0.14 acre of wetlands
from woody vegetation to herbaceous.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ® Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ® Preliminary ? Final
of determination was made?
Agency/Consultant Company:
4c. If yes, who delineated the jurisdictional areas? Land Management Group, Inc.
Name (if known): Wes Fryar and Corey Novak Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Two separate JDs were issued by Ronnie Smith of the ACOE for the project area: Action ID#: 2008-00042 signed on
8/22/08 and Action ID# 2009-00437 signed on 7/28/08.
Page 3 of 12
PCN Form -Version 1.3 December 10, 2008 Version
5. Project History
.
Have permits or certifications been requested or obtained for
5
this project (including all prior phases) in the past? ? Yes ®No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
N/A
Page 4 of 12
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
® Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
number -
Type of impact
Type of wetland
Forested Type of jurisdiction
(Corps - 404, 10
Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ®T Excavation for
404 Freshwater ® Yes
? N ® Corps
® DWQ 1.052
Utility Installation o
W2 ? P ® T Excavation for
Utility Installation 404 Freshwater ® Yes
? No ® Corps
® DWQ 0.077
?Yes ?Corps
W3 ?P?T ? No ? DWQ
? Yes ? Corps
W4 ? P ? T ? No ? DWQ
? Yes ? Corps
W5 ? P ? T ? No ? DWQ
? Yes ? Corps
W6 ? P ? T ? No ? DWQ
2g. Total wetland impacts 1.129
2h. Comments: N/A
3. Stream Impacts N/A
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g•
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average
t Impact
length
number - (PER) or (Corps - 404, 10 ream
s
width (linear
Permanent (P) or intermittent DWQ - non-404, feet)
Temporary (T) (INT)? other) (feet)
? PER ? Corps
S1 ? P ? T ? INT ? DWQ
? PER ? Corps
S2 ? P ? T ? INT ? DWQ
? PER ? Corps
S3 ? P ? T ? INT ? DWQ
? PER ? Corps
S4 ? P ? T ? INT ? DWQ
? PER ? Corps
S5 ? P ? T ? INT ? DWQ
? PER ? Corps
S6 ? P ? T ? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments: N/A
Page 5 of 12
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
T
rar
T
y
empo
01 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.010

02 ? PET N/A Excavation for Utility Installation Ditch/RPW 0.009

03 ? P ®T N/A Excavation for Utility Installation Ditch/RPW 0.007

04 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.006

05 ? P ®T N/A Excavation for Utility Installation Ditch/RPW 0.007

06 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.007

07 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.008

08 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.009

09 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.031

010 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.004

011 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.009
012 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.018

013 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.081
014 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.022
015 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.013
016 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.008
017 ? P ® T N/A Excavation for Utility Installation Ditch/RPW 0.006
4f. Total open water impacts 0.255
4g. Comments: N/A
5. Pond or Lake Construction N/A
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments: N/A
5h. Is a dam high hazard permit required?
? Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
Page 6 of 12
6. Buffer Impacts (for DWQ) N/A
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. ? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent(P)or for
Temporary (T) impact
B1 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments: N/A
? Catawba ? Randleman
6e. 6f. 6g•
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact I Zone 2 impact
(square feet) (square feet)
Page 7 of 12
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This permit application is submitted for temporary impacts to wetlands/RPWs within a DOT right of way. The applicant will
avoid impacts to all streams by directionally drilling approximately 4200 LF. Most impacts will occur within a maintained
DOT right of way or within an old berm.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will include a series of silt fences around jurisdictional areas to control sediment erosion. The applicant will
avoid impacts to all streams by directionally drilling under them.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State

2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
For wetlands that will be permanently converted from woody
vegetation to herbaceous vegetation (approx. 0.14 ac)
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps

2c.
If yes, which mitigation option will be used for this
project? ? Mitigation bank
® Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank N/A
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter): Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes PENDING
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.14 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan N/A
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ? Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required. N/A
6c.
Reason for impact 6d.
Total impact
Multiplier 6e.
Required mitigation
Zone (square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments: N/A
Page 9 of 12
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan

1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: N/A
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? None
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Proje ct consists of installing a sewer line.
No impervious cover is associated with the project. This project qualifies for a stormwater exemption.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review NIA

3a. In which local government's jurisdiction is this project?
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review N/A
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review N/A
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
nt to the requirements of the National or State
? Yes ® No
environmental document pursua
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
f the NEPA or SEPA final approval
State Clearing House? (If so, attach a copy o ? Yes ? No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
tream water quality?
d ? Yes ® No
owns
additional development, which could impact nearby
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
3b
.
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will not provide access to surrounding development. Although it will provide sewer services to the
surrounding area, most of these areas are already developed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project consists of the installation of a sewer line that will connect areas to the local sewer system.
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species. Several rare
plant and animal species are known to occur in the vicinity, but not from the specific project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The site does not contain estuarine habitat that would be suitable for federally-managed species.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The National Trust for Historic Preservation website mapping resource was used to determine the presence of cultural
resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: N/A
8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100-year floodplain.
9/Vo ej
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
Page 12 of 12
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in
the determination of jurisdictional wetland boundaries for the subject project, Town of
Burgaw Wastewater System Improvements. By way of this form, Uwe additionally
authorize access to the site by representatives of the US Army Corps of Engineers and/or the
NC Division of Coastal Management for the purpose of reviewi: g the flagged wetland
boundary and providing a final jurisdictional determination. Any questions regarding the
jurisdictional wetland determination should be directed to Land Management Group, Inc.
Please provide the following information:
Property Address and Parcel ID Number:
Current Property Owner Name: (Project is within NCDOT right-of-wa
Owner Address & Phone Number:
Please circle Yes or No for the following questions:
I/We are the current owners: Yes No
I/We are under contract to purchase the subject property: Yes No
I/We are under option to purchase the subject property: Yes No
(NOTE: If person/entity requesting environmental site evaluation is not under option,
under contract, nor is the present owner, then LMG will not be able to conduct on-site
investigations without notice/authorization by current owner)
Print Owner's Name
Owner's Signature
Date
Martin Beach Burgaw Town Manager
Print Applicant's Name
d
Applicant's Signature
Date/f
SA4576\0001\40-Permit\USACE AGENT AUTHORIZATION FORM for Land Management.doc
deW AP!o!n -Ihl d;lo'dq JNjw39VNVw QNV'I JN n4u??UJ JuPuud
i aan6!? DWI Mebin8 jo umol
loofoad au!l aamaS me6,m8
al!W L - „L 31`dOS EOOZ179 V 9L Od •J99119zeS IR seIIV euyoaeD q}JoN :eojnoS dew
aInjosge aq of jueaw 4ou
aae pue a}ew!xoidde aye sauepunog*
aumueld ap opads of joijd papuawwooaJ si sJaau?6u310 sdjoo Awah
sn aqi Aq Jenoidde pue M@IAGJ pue seWe paleaugap;o haAJns a
sapaNs plait wojj paiedaid dew Ajeumilaid a sluasaidai silty
aiewixoidde M9PIsuoD aae saouelTp PUP saLlepunoq Ild ?10N
i ry
willM p TaO+?Ty ??
Az%v
s m?fiJ
OlPeld 09
' 11X3 1•
%: cS«
1
BUI' ol7 k
i4tY! .,.... _.
Its
Oki !Id 4ors
_. tY sr??ra.? x1c;
V .- r
umol
f f`
F
a, j I cgw
ebb ap,. a16 . ( ?)V
u+
\(?'nr 7
j J60,
? ?' fi1M00b c,`?
W
e r;
`a 4? .L
.
q .w, ?b
I
y,a
iAfI
w
.. F W8:) IlBd aW
'454 .. A
,?„ 3 '7M®'. .,,yam.; . _.. +?-. ,?•- ..,.... ... `?'" .. ?." -'.? L ?
pjrIj!
a '
i ? 0
,,}} uuai11 ?14
a
a
(1 NvI A Wv! E-ft7`ur
_IA
Q7 HAUNAd ? - i
..,. ......_?_._. ,... ._,._.«.+.+. ._...,. ....,...,mow. rw?+iMwr .+.. - ....... ...... 1. ??+ ?? .., i i?. Y'•
0' Nil&
Jamul
r
O
SON'.. r* `1 ? ?`
ey1 'oil
deal alydea6odol sosn
Z aanbi j
GIN =A L 31VOS Agdeibologd IBIJae dd`dN 8666 :aoinoS dew
alnlosge aq of lueaua lou
aae pue alewixoidde aje sauepuno8,
buiuueia awls oilioaas of joud papuawwooaJ si sl89ul6u310 sdjoo Awry
sn aql Aq lenadde pue MalnW pue seaae poleougap 1o Aetuns y
sauoloNs plag wo11 paiedaid dew tieupilaid a sluasajdaj sigl
alemoidde pajaplsuoo aje seouelsip pue sauepunoq IIV :310N
I{?p Ir;`._.. ._•--??'a` .i.,l. ... ,..,, i .4, .+'y Ae.tlµ?} ?u,+ yT?f •n .}A?y.
K ?,.
I
Y
_ a --
.? I ?
li ' r
Y
r'
? el
i
y
.
? _?,:.. -•r1 I I? ?_ _ - - III""
- T - - 1y - i '. c•. '- 7 , II
, X
- 1
is •. ' '\-.,,,lyl ? _ _ ? I. - - _
14
?' I - j`"••1,,: ,, rte` _.. ?I / ,
?' T ?r I _ f `1 Y
1 y I -
j'
,
I
.I .1..' -• - II I y?u. - I F?.
MM,
I ?
I '. I
I I
-I
I
-
:.j
i ;
I l I :`,
- -- . - I ! ? 7
I a
I
V.
-
L -.nom •'" , ? ? ?
r ---1 -- -_ 7
1
y
,
.
-
t
. -- - r
' L
J i
•-}- - " - `
LL.
1
vd,
-I
71 ,_
„ T I
_I
v -
4
i
-
.
.J
ZW4
<- - -
_ •?:. I I ? 1w?
? I
I !
V -
.' I Ij
? J
,
L55-Lo-ot
sauo4insuo? jnauauruoainu3 ,
delN sl!OS SMJN "' dt1OHD INaW3JVNVW QNV'I ON Alunoo .lapuad
£ aan6!_? ?T/?T? nnebine jo unnol
DWI 109foad auq .aannaS nne6m8
al!IN _ ?JIVOS Agdej6o}ogd lelJae ddHN 8666 :eojnog dew
alnlosge aq of 4ueaul lou
aae pue aleualxoidde aae sauepuno8*
bumeid aps oilloads of joud papuawwooaJ sl sJ99w6u3;o sdjoo Awjt,
sn agi Aq lenoidde pue nnalnaJ pue seaR paleaullap;o A9Ajns r
sagoiai s play wojj pajedaid dew Ajeumlaid a sluesaidai siui
alemoidde pajaplsuoo aje saouelslp pue sauepunoq IIV :310N
e
gnVB 8u0 Ved Vu? 0=OM uO A `o .: M pd aWea dF!?3 F ?O dw3.Vedb4!L3
nw n of ea ontl3? ZEIAV yw3 ved
8oX y?y
W 1 2I JO Z8 .y e or
yu? od OM u
OM Od ' ea °d VAV
fl
?VI! Id tlw3 ?d ; ?? . • ud dw3.. .BON?o? a
°M n- Od ad oM . I( d r fi A" n-p? 4N
g8? od.:ee8?. bu, V ° '?? 3 sl ud yw 'SONn-? oN yw3
u0 0
IV4 Ved Ved O O '' ed 8'? t!K WG' 80Nye? ` ;.
Bee d B" M ea !9 _, . VAV 'VON. rtj' ` ?O YVA
8uWed., OL nW .,A 4Y a VLua
• i '? t\ Z+B. \lO w' ??r?i$IdQN ? ae
fled eb Ol 6=1 oM V09
J t;g/(y y?cy n?b?, T.y a°N f ' b °
Vul 01 OM t/ul ICJ OM s f ea ( .. ? , 8Q ? 4??
8e8yedy nd 8e 8 V8d yu9 a a.. u ? V
_ A
of dul env
bredeW W eW n Vol
bo? 4:8 yw3 Z8 Z' V
nW 8e8 n od u W W 1 ?n IJ
M ?" w4
t a,
of yed n j W e V. yob ; V l t VIV
Z8 y fs ;'
SuVeuy Sntl ded nW d yed Od OM dw3
IO
8e8 y r ? $PNa r ?: a
ed Su v
m ._Sa). o d , dulVo j ea
?IW t/ed?IW Vade e" oM od e . • ` ??°
yed t/W3
yu"I °>> Ved ?W :.
8 tl gust o o d, u"1 boo' dnW
u ?IW tl _
Yed
--e yed zt]A
_ ?7!. d8u11 8n>jNn m n r• ..: •..../"" " i
d +??
eW u
C" ' nVo
Buy n MNO
?IWSa? V d -I w W b ul W eW u O° OM
e M , IN
nVj, ,
any _Vul
fled
nn Sail 0:1 nW nW g M.
yed, olVed- Vedol yad °M nW 1 VOJ ea ZQAy JE)
yed ld, ?,' yed NW SON t
"
Buy nwy0O od yu?utl r or Y• . r yw3..
of M of OM ?IWguV M Ved@uy fley „° .. `
Om VuI,8uy ee? - ?Id f9u flud' SnV 03 _ SON
yuj,Od eb o t? _ F
w , V 1
u ? o wB `dW 3
o .. uvv 'L v Id ea V U43
od
d fled VOA ». °
yu? SON M 0oyy °
fl oM
>l ?IW ? uV °d OM . e2! ZBAy y y
of a
0OW8o1?! eH ;oO °yw3 °M
e , E]ubVN-, Bu u Vu-1 B
n, 9 V yw , y.c VAVaYw .sa v ' ':fir k w A ? }
ud ded fled' Beyd` Mod,, § O Ja' ZS?? VON ZB?t/
SON
!'AN GaM GA
Od . Buy n -I r« -.8kydoNO°w,4 r ti N
yed NW ?M J pf ? °l O(?e?80N 94 I 1 l0 oO`4U3 oovj, 8 iq , A.?ud :
nw 8uV Sutl bedoM oM '?I y 4 ,
Me>I Ol Man
y :BON 90N t/ y a q;a'a«J b w
03
r
WS n? 8nV Z p_
ud yed, ;B a
04.
r^
y v d yed Uw, auy 0:4 v ?a
O UV _ SON ' Jo x M ti's,.
nVq . Bub guy Snb
5 a
Suy ?IW ZS AV
It r w ?a k; vy,t??
nw yed o ?J J V' f
4 fl
ON
nW yul Sn>i ?IW S N °N : bw8
SON I IN
e yw 8 b
SnA 8etl, nl o O V°o
`dul' W BnyV N : VON VONu
0_q W BUMIW VON' y°oVO
ea N. VONV°E),
yul yul 8n? ew fled _ SON °d S13.
OoW.. o
tJed, an VS0N S
e S N O N-
yed enduyM%:, 'M
ey?eWde,gnA' Id; SON
W O VON ON vog OM V°?
d W eW SnA i' paA' I toNpoN V o"ea , udoyc?
tl` IO nW vuleW Vul 1?'?denN'"Qr0 'Vw s?ON S¢Nd4N 8oN 13ON °N4? I
8utl 9n 8RN ,M ., e2i O
s
o
yu? SaNguV?OoMy o VON d Ny0°
{ yedn"yed oM 0:1 e4? . tf00 "` . SoNW
ea r'+
O M
fi SuV )yed{ OM VON , O j Oj VO0 so?
`. Vul guy o ?IW SaHVe1i n I yqwN ?,7y yo u dog ey VON ?oJyo
K r o e
eW ye}IOrye?I , or n-1 _ '1 bed aow - °? ?89N Ory Sad n°e
y ] nW y d ,Buy AW
yul or or., m nw
u y '?IW
SnNeW yed yn, VBd
1
Ar
]e),l
,wy
i
7
' 7,
G
r 1 1 :.
..
f r

Lgg-LO-Ot,
s)ajUaInsuo.) l0luauru0.iinu3 ,
91S jo ydea6010yd lelaad 866 anox'J,LNUWIJVMVW aNV'I ON /(lunoo aapuad
t7 aan6ld t?TAT'l` nnebm8 }o unnol
J/ ?l 1 10910 ad aul-1 aamaS me6in8
EMIN L =J 31VOS Agdei6ologd leUGe dd`dN 8666 :eojnoS dew
alnlosge aq of jueaw jou
aje pue alewixoidde eje saljepuno&
buiuueid ap ayiaads of joud papuawwoaaJ si Shaul U31o sdjoo Awiy
So aql Aq Jenoidde pue MainaJ pue seeie paleaugap;o AaAJns y
seplaNs pail wal paiedaid dew Ajeuwwgaid a sluesaidai sigl
ti ?? , r 7 ri?'. • L ?1K _ ??'?'' f 5 '?' ? ' '.r ? %?? ,t?? _ ??'Lt}?
??'?'•? 'n. '^?: ?-i+1.?• ?':`.. 4, ?ol4 ?? v }wi` t?•q '?lri ?y. r d Sd' '^lrt?+ ,? tyy?u? .l i-!.5q? ? fw -??i??',-,? ???
, . .. '-.; ?' . ! L cg's '_?•yr .'
f'
P44 b. .?',. r i r r# ,'? t.??«s ?ryY,? r a , ` r S' „ Y..,r ? ?? ,- ?,?; lre" !?3 ,•1. ?
N:i8l `+.e ?- r.•_,?41' r i ; fi, 4 ??,y?
Y ,.
'y • #?,:,., ,; t,6? . • ?. ti ,+ .? " ° - L ? ? i ? ?-:s1,n? Y t?•?•r ! 7^s - r ... ? M -.. ?k
04
-? ? ? 1 f 5, ?, ?t?`,?`'? ? 's ?,:'l?iw ? °'Q-- Yq? W1? : •,
Aft
i-? ?. qty#? S %a `xa - f F iw°• ? VVV"' e? ^•yy. .. !?- ,. ? ,p,.v '!'.
. i?Vy"? "",r. *C, - yr? y?µ ,S• i *.,?? y. +?'''r?, '-i?
{?,. h r
?•,. ' ??tir? jr :; 1r.:. q . ? _ ? . ?? .. i ` r1 r'. 7 f
,'
! ?H r, w ?; aye . 1" arm- ?? •i y r`A `'a'
,
74
F '.
"f °?'?,` r??i •t\ 1: ,>•e- ?r S' w"-_-,o r ?" t f' r r[ ,F?'^:K. ?'+"• ???? h;°. -?
;1
p&r i
t4
k
•
'?',.{" ?.ti ,'•`r"' °.. t? ? -- ? - Arun ?
t
y
• t ?k
, w
•
-st
4
N
Air,
?,.• ? 1n - d ' yP`= • _ ?' t r'1'• r' •J? Tpry%y' 1 ?? _ ???+., _T ?'I ,
-
1 •, '`e r
..,:. . y ""^}? ?, , S •+_ r •Y.r'+r' `r... y v Sri `
04 AV?,
, n.
:. _
V. A
if
r
M
a J ? /
ez,
r ..
• 7
+
M
?•sr. s. - + ?jp4
lk I.
,rte,
is - 5??3• ?}, •? T ' ? :.! ? ?' '? '? -.• _ ? 'f ?
' f Jr? 'y' ^IM
? ? Mi

sau0411)5uo.) lo{uauru0.rinu3 Lgg-LO-Ot,
`Alunoo aapuad
ON
sloedwl MdU ue Puellom pasodo.ad ?yt dnOU9 N9WIJDVNVTw?aGNVI nne6an8 jo unnol
?Y 1L?
loafad auil aannas nne6an8
,008 _ .3 31VOS Agdei6ologd leiJae ddVN 866 :oojnog dew
a3nlosge aq of zueaw joy
we pue aiewlxoidde aae sauepunoS,,
F• ?' , ?° ;r ,` ( ?> ' ;+?' 103f o Jd NIJ38
F t) ?^-" s",?f ?,aty# `•ys f r ?r 5 ''?It? r y t? t `'' ti8U11 JBMaS;o uoileool a}ewixojddV- 4
.;r rre ^t r 51' S _
? {;. teJ1e`,r? ? rlj??W ?V .•V`.+.' .. ?'?I_? ro ??;,."7 1. wC?e 1,-}? - ? x .i .?
r .,. 7"? r7Xjy`{a?' i:. ?"'tf xw?FEr ::? Yir"?.:,? "?"'""'r?y a.?„ti` .1p4 ?a•rtis,? ? ? i? : ! ,"? '?; .
r J'• t' 4 .'(',:J ?w.lC Yt J ''? ?ti, K?we ,.c ,? "X ." ?. - M Y r`F1
n 'Y t i 4 ?M1, t ?j
4z .Al? -. +. .
.tr
?
70
,
_ iron.
•:. Y% ? ;? Tom,. ;S 1{?????? ? ? +? ? •?
tic i?.. e*?aa¢+Yt
i •-
.
k 'S,? '• 7 ^r ;:/.%wi . ,lM?,?1.• lY .{<' ? .. i. -e ff P•1 ..;r r: :} '+w. . [1i _ ? -!,. V

slaedwi Mdb pue puelleM posodoad
q5 ainfi j
,008 =J 31VOS
Agdei6ologd lelaae ddVN 8661 :aojnog dew
alnlosge aq of jueaw aou
aje pue alewixadde we sopepimoq,
aura jaMag jo uoge301 a;ewixaddy - - --
swnjinsuoD IDJuauruoJinuj LSS-LO-Ot,
ON `/(?Un0? aapuad
sloedwl Md2J pue pue13aM pasodoad DNJ anodD INUWUDVNvVW (IINVI nna6ang jo unnol
05 aan6i? o ri
Ioafoad aui-1 aannaS nne6ang
,008 ? =.3 31VOS
Agdei6oloud leuae ddVN 966L :aojnog deW
alnlosge aq o} jueew jou
r`
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-00042
County: Pender
U.S.G.S. Quad: Wallace
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant/Property Owner: Mr. Martin Beach, Town Manager Mr. Wes Fryar
Town of Burgaw Land Management Group, Inc.
Address: 109 N. Walker Street PO Box 2522
Burgaw, NC 28425 Wilmington, NC 28402
Phone Number: 910-452-0001
Property description:
Size (linear feet) 6000 Nearest Town WallaceBureaw
Nearest Waterway Burgaw Creek, Lewis Creek,
Washington Creek, Rockfish Creek. River Basin Cape Fear
USGS HUC 03030007 Coordinates N 34.6254W -77.9319
Location description: The project area is located along the east side of U.S. Highway 117 and extends from Burgaw to
Wallace Pender County and Duplin County, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC & 1344). Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
_We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on vour proiect area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey
should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all
areas subiect to CWA iurisdiction on your property which, provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below on July 28, 2008. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management
Act_ (LAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to
determine their requirements.
Page 1 of 2
Action ID: SAW-2008-01834
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ronnie Smith at (910) 2514829
Basis For Determination: This site exhibits wetland criteria as indicated by the 1987 Corns Wetland Delineation Manual
and is adjacent to several unnamed tributaries, Rockfish Creek, Burgaw Creek, Washington Creek and Lewis Creek.
The water bodies exhibit ordinary high water marks as indicated by the presence of wrack lines, sediment sorting and
deposition, bed and banks and the absence of vegetation in the stream channels. This determination is based on
information provided by Land Management Group and a site visit by Ronnie Smith of the USACE on 1/2/08.
Remarks: After the January 2, 2008 site visit, several features were determined not to be subject to iurisdiction under
Section 404 of the Clean Water Act. The non-jurisdictional features are as follows:
1. The man-made pond located south of Impact 23. (Refer to attached maps)
2. The ditch just south of Impact 5. (Refer to attached maps)
3. The two ditches south of Impact 20. (Refer to attached maps)
Appeals Information: (This information applies only to approved jurisdictional determinations as indicated in B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Ronnie Smith, Project Manager,
Wilmington Regulatory Field Office
PO Box 1890
Wilmington, North Carolina 28402
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by October 21, 2008.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: August 22, 2008 Expiration Date: August 22, 2013
Corps Regulatory Official (Initial): RDS
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-00437 County: Pender U.S.G.S. Quad: Burgaw
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant/Property Owner: Ms. Emily McArthur Mr. Corey Novak
McKim and Creek Land Management Group, Inc.
Address: 243 North Front Street PO Box 2522
Wilmington, NC 28401 Wilmington, NC 28402
Phone Number: 910-270-8617
Property description:
Size (linear feet) 3500
Nearest Waterway Osgood Branch
USGS HUC 03030007
910-452-0001
Nearest Town Burgaw
River Basin Cape Fear
Coordinates N 34.56129 W -77.926236
Location description: The proiect area is adjacent to Osgood Branch and is located west of U.S. Highway 117 and
Timberly Lane in Burgaw, Pender County, North Carolina.
Indicate Which of the Following Apply:
X Based on breliminarv information, there may be wetlands on the above described property. We strongly suggest
you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be
considered final a jurisdictional determination must be verified by the Corps. This preliminary determination is
not an aDDealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your project area have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and
verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below on July 28, 2008. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Page 1 of 2
Action ID: - -
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ronnie Smith at [phone]
Basis For Determination:
Remarks:
Corps Regulatory Official:
Date: July 28, 2008
Corps Regulatory Official (Initial): RDS
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form
Page 2 of 2

fib- vao ?
PRELIMINARY
ENGINEERING REPORT
TOWN OF BURGAW
WASTEWATER SYSTEM
IMPROVEMENTS
Submitted by
Town of Burgaw
Pender County
Prepared by
4e.4
i. =
243 North Front Street
Wilmington NC 25401
M&C Project Number 04576-0001
August 2007
x<d?V}I;
TABLE OF CONTENTS
1. Introduction ....................................................................................................................................1
II. Project Planning Area ...................................................................................................................2
III. Existing Wastewater Facility .......................................................................................................6
IV. Need for Project .............................................................................................................................7
V. Wastewater System Alternatives ................................................................................................8
VI. Proposed Project (Recommended Alternative) ............ .15
.........................................................
VII. Median Household Income ........................................................................................
VIII. Opinion of Probable Cost ...........................................................................................................16
IX. Conclusions and Recommendations ........................................................................................17
Exhibits
A. Existing and Proposed Wastewater Facilities
Al. Rejected Alternative
B. Wetlands
C. Floodplains
D. Zoning Classification and Prime Farmland Data for Project Area
E. Cape Fear River Basin
F. Alternative 2 Layout (Recommended Alternative)
G. Opinion of Probable Project Cost
H. Median Household Income Data
TOWN OF BURGAW
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARYENGINEERING REPORT
_ I. INTRODUCTION..
A. Background
The Town of Burgaw is located in central Pender County, North Carolina. In the past
decade significant improvements have been made in providing a public water and sewer
system to Town residents. Due to excessive growth in the area, the Town's wastewater
treatment facility has reached a critical capacity and is limited in its ability to provide adequate
sewer to meet future demands. The Town's facility, which is rated at 750,000 gallon per day
(GPD), is located in the Town's northern limits and discharges to Burgaw Creek, which is on
the Federal 303d list for biologically impaired waters. At the time of this writing the Town has
an average daily flow of approximately 600,000 GPD, which equates to 80% of available
capacity.
The tremendous growth that has occurred in recent years has placed a burden on the
ability of the Town to provide a safe, affordable and dependable means of wastewater disposal.
To accommodate this eminent growth, the Town must identify an alternative means of
wastewater treatment capacity.
B. Purpose
The purpose of this report is to provide a preliminary evaluation for an increase in
wastewater treatment capacity, to handle the Town's near term and projected wastewater
disposal needs. Alternatives evaluated include a "No Action" alternative, expansion of the
Town's existing wastewater treatment facility and installation of a wastewater pump station
and force main system to convey wastewater to the Town of Wallace in neighboring Duplin
County.
The recommended alternative will be constructed along US HW 117 from the Town of
Burgaw to the Town of Wallace wastewater treatment facility (See Exhibit A), and will consist
of the following general components:
TOWN OF BURGAW
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
• Two (2) Wastewater Pumping Stations
• 55,000 feet of 20-inch Force Main
• 20,000 feet of 24-inch Force Main
Wastewater generated from this project will be treated by the Town of Wallace, which
is in the process of upgrading their 4.44 MGD waste treatment facility. Pender County has
purchased 2 MGD of capacity from this facility and has allocated the Town of Burgaw 1.25
MGD of this capacity. This report will provide an identification of infrastructure, opinions of
probable project costs, and implementation schedule, for the proposed project.
II. PROJECT PLANNING AREA
A. Location
Pender County is located along the coastline in southeast North Carolina. Although it
has some commercial strips along its beaches, Pender County consists of mostly rural,
agricultural, and residential areas. The project area is located in the Atlantic Coast region of
North Carolina. Surface water drains to Burgaw Creek, Lewis Creek, Washington Creek,
Rockfish Creek and the Cape Fear River. The project area slopes generally to the southeast and
is entirely within the Northeast Cape Fear River Basin. Elevations within the project area range
from approximately 0 ft. to 68 ft., mean sea level (msl).
The facilities proposed for this project will be primarily north of the Town of Burgaw, more
specifically around the US Highway 117, and Interstate 40 corridors. Exhibit A details the
proposed project area.
B. Environmental Resources Present
Wetlands
Wetlands associated within the project area as identified by the NWI maps are mainly
associated with small farm ponds at the headwaters of small watersheds and, as expected,
TOWN OF BURGAW 2
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
along perennial streams. Few, if any, are located along the road right-of-way except stream
crossings. Exhibit B details wetlands in the project area.
Surface Waters
There are no water quality monitoring stations in the project area. Surface waters from the
project area flow to the NE Cape Fear River and its tributary basins. These basins are the
Burgaw Creek basin, the Lewis Creek basin, the Washington Creek basin, and the Rockfish
Creek basin. Exhibit C1-C5 provides floodplain maps for the project area and Exhibit E details
the Cape Fear River Basin Boundaries.
Farmland
The land use along the recommended project corridor is predominantly zoned for rural
agricultural and transitional areas. The project is intended to serve the Town of Burgaw. It can
be expected, however, that some conversion of undeveloped lands may occur. It is expected
that such undeveloped land may be converted without a public wastewater system as many
developers are installing private wastewater infrastructure to meet needs. The majority of the
proposed wastewater improvements includes force mains within the public right-of-way, and
will not result in major conversions of farmland. Exhibit D1-D4 provides a detailed soil survey
for Pender County and zoning classifications for the project area.
Historical ZArcheological Properties
There are no known historical/ archeological sites that will be affected by the project as
proposed.
Foodplains
There are several low lying areas associated with the various tributaries that are included in
the 100-year and 500-year floodplains. These floodplains are shown in Exhibits C1-C5. At the
time of this report, there are no plans to permanently disrupt floodplains with the construction
of force main and pump station facilities. There are a few stream crossings in which the
TOWN OF BURGAW 3
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
proposed force main may temporarily disturb a floodplain; however these areas are located in
the Department of Transportation (DOT) right-of-way, and no permanent impact is anticipated
as a result of construction. A detailed design would need to be accomplished to verify the
actual wastewater system location and the potential impact to floodplains.
Endangered Species
In January of 2007, a Threatened and Endangered Species Survey (TES) along the US 117
corridor from the Town of Burgaw wastewater treatment facility to the Town of Wallace was
completed. This survey concluded that there would be no impact to federally protected plant
or animal species for placement of the line anywhere in the road right-of-way.
An Environmental Assessment (EA) has been prepared for the recommended project. The
EA encompasses the facilities proposed for this project and sanitary sewer improvements for
the US Highway 117 project corridor. Although the waste streams that are generated from this
project area are currently treated at the Town of Burgaw's, 750,000 GPD treatment facility,
present and future waste streams will be diverted to the Town of Wallace via the proposed
project.
C. Growth Areas and Population Trends
Projected Wastewater Demands
The demands serviced by the proposed system will be comprised of primarily residential
interests with some commercial and institutional flows. A summary of wastewater flows
projected through the year 2030 is as follows:
Table 1: Summary of Wastewater Flows for Town of Burgaw (GPD)
growth tract.
TOWN OF BURGAW 4
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
* Wastewater flows provided are taken from the Town of Burgaw Wastewater Master Plan (2006), moderate
It is noted that the projected wastewater flows for the Town of Burgaw for the year 2030 are
projected at 1.6 MGD. These result from a combination of predominantly new growth in the
residential, commercial and industrial sectors, as well as a contribution of service for existing
systems if they wish to connect to the system.
Population Growth
North Carolina is growing at an above average rate and coastal areas of the state are
attracting an increasing number of retirement communities and vacation home developments.
Pender County's population has grown to 2 times its original size over the past 25 years and
the County has become one of the fastest growing counties in North Carolina. U.S. Census
Bureau data indicate that Pender County has grown from 18,850 in 1960 to 41,082 in 2000. Table
1, Population Projections, summarizes the growth of the areas proposed to be served by the
Town of Burgaw as well as the County overall.
Table 2: Population Projections
Town of Bu?gaw Master Plan (2006), and the Pender County Water Feasibility Study (2005), moderate growth
tracts.
Table 2 indicates that projected year 2010 population for the Town of Burgaw is 4,200.
The growth Pender County and the Town of Burgaw is experiencing in this area is expected
to continue well into the first half of this century. Without an upgrade to the existing system,
Town of Burgaw residents will surpass the existing capacity, and this will increase the
potential for adverse effects to public health, the environment, and the Town's economy.
TOWN OF BURGAW 5
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
*** Year 2000 population was based on census information. Population projections are derived from the
III. EXISTING WASTEWATER FACILITY
A. Existing Systems
The Town of Burgaw utilizes a 750,000 GPD wastewater treatment facility which discharges
effluent to Burgaw Creek. At the time of this writing the Town utilizes approximately 600,000
GPD of the available 750,000 GPD allotment. Based on this information approximately 80% of
available capacity is accounted for and the Town of Burgaw is faced with the task of providing
additional sanitary sewer means to handle projected flow increases.
The Town of Wallace treatment facility has capacity to treat 4.44 MGD. The Town of Wallace
and Pender County have an agreement allotting 2 MGD of this capacity to Pender County. Of
this 2 MGD Pender County has allocated Town of Burgaw 1.25 MGD of the available sewer
capacity.
Wastewater collection in the Town is primarily handled via conventional systems such as
gravity sewer and small pumping stations.
B. Condition of Facilities
At the time of this writing the Town of Burgaw wastewater treatment facility is in good
condition. All operations at the Town of Burgaw wastewater facility are compliant with the
Clean Water Act and all applicable state requirements.
C. Financial Status of any Operating Central Facilities
The Town of Burgaw's financial status is as follows:
Number of Customers
• Residential Users 1,138
• Non-Residential users 247
TOWN OF BURGAW 6
WASTEWATER SYSTEM IMPROVEMENTS
PRaIMINARYENGINEERING REPORT
Wastewater System
• Base Rate $14.48 per month (includes 2,000 gallons/month minimum)
• Demand Charge $7.24 per 1000 gallons used
Water System
• Base Rate $8 per month (includes 2,000 gallons/month minimum)
• Demand Charge $4.25 per 1000 gallons used (average residential customer)
System Debt & Operation Expenses
• Debt Owed on Wastewater Plant $1,207,646
• Annual Debt Service Payment $148,300
Plant Operational Expenses $415,942
• Collection System Operational Expenses $226,721
IV. NEED FOR PROJECT
Based on past and future population projections, growth is inevitable for Pender County
and the Town of Burgaw. At this time, the average daily flows to the Burgaw wastewater
treatment facility are approximately 600,000 GPD, which is approximately 80% of the total
750,000 GPD capacity. In order to meet future wastewater needs, the Town must acquire
additional wastewater treatment capacity, which is estimated at 1.5 MGD through the year
2025.
TOWN OF BURGAW 7
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
V. WASTEWATER SYSTEM ALTERNATIVES
Various scenarios were evaluated to provide a total capacity of 1.25 MGD for the Town of
Burgaw. Alternatives were evaluated for cost efficiency and feasibility specific to the proposed
system. The three alternatives that were evaluated include:
1. "No Action" Alternative
2. An Upgrade to Town of Burgaw Wastewater Treatment Facility
3. Construction of Wastewater Infrastructure to the Town of Wallace Wastewater
Treatment Facility
A detailed evaluation for each alternative is described below:
Alternative 1- "No Action" Alternative
A "No Action" alternative was considered, but does not fulfill the need of the proposed
project. If the project were not implemented, the following problems would arise with the
Town of Burgaw wastewater system:
• The public sanitary sewer system would surpass its available capacity and become a
potential threat to human health and the environment.
• Long-range improvement opportunities to water quality would be non-existent with
the absence of an adequately sized publicly collected sewage system treated to re-use
quality limits.
• Economic growth for the Town of Burgaw will falter and negatively impact the
economic viability of the Town of Burgaw. In order for Burgaw o meet forecasted
growth over the next 20 years, additional wastewater treatment capacity is needed. The
Town currently discharges treated effluent to Burgaw Creek, which is on the federal
303(d) list for biologically impaired waters. While the treatment facility can be
expanded for additional capacity, it is unlikely that an expanded capacity for discharge
of treated effluent will be obtainable for Burgaw Creek. Therefore, the Town of Burgaw
must seek alternate means for wastewater capacity.
TOWN OF BURGAW 8
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Alternative 2 - Upgrade to Town of Burgaw Wastewater Treatment Facility (Rejected)
A. General Description
This alternative involves an expansion of the existing wastewater treatment facility from
750,000 GPD to 1.25 MGD. This alternative would also require construction of 4 miles of a new
effluent force main that would discharge to the NE Cape Fear River (See Exhibit A-1). Two
major obstacles with this alternative are:
1. Cost - The estimated costs of this alternative are approximately $13 million.
2. Permitting - NCDENR is currently conducting an evaluation of the Total Mass Day
Loading (TMDL) for the Cape Fear River Basin, of which the NE Cape Fear River is
a tributary. Until this process is complete it is unknown as to whether a new point
discharge would be permitable.
Therefore, Alternative 1 is not considered feasible and is not recommended.
B. Environmental Impacts
Preliminary analysis for a project of this nature indicated that as a minimum there would be
an impact to wetlands and forested areas for construction of the new effluent force main. There
are no impacts expected to floodplains, historic properties, or endangered species and habitats.
C. Land Requirements
No additional land would be required for expansion of the wastewater treatment facility.
Public utility easements would be requires for the approximate 4 miles of effluent force main.
No other major land requirements are anticipated.
D. Construction Problems
All construction anticipation for this project will be conventional and customary of industry
standards for municipal construction. No significant construction problems are anticipated.
TOWN OF BURGAW 9
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
E. Cost Estimates
An estimate of project cost is summarized in the following table.
F. Advantages/Disadvantages
Advantages
• Properly designed and operated, this system would provide additional capacity for existing
and projected demands.
• Utilities carryout the Town's wastewater treatment facility infrastructure.
• Town has appropriated certified staff for operation.
Disadvantages
• Greater capital cost than the recommended alternative.
• Uncertainty of permit approvals.
Alternative 3 - Construct Wastewater Infrastructure to the Town of Wallace Wastewater
Treatment Facility (Recommended)
A. General Description
TOWN OF BURGAW 10
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Table 3. Construction Cost Summary
The recommended project includes constructing sewer infrastructure to convey wastewater
to the Town of Wallace wastewater treatment facility. The town of Wallace is in the process of
upgrading an existing 4.44 MGD wastewater treatment facility. Via Pender County's 2 MGD
capacity in this plant, Burgaw has been allocated 1.25 MGD to accommodate long-term needs.
The proposed project will provide the following components:
• 55,000 linear feet of 20-inch, and 20,000 linear feet of 24-inch diameter sewer force main
installed along US Highway 117 from the Town of Burgaw treatment facility to the Town of
Wallace wastewater treatment facility. This force main will be the primary conveyance
system for all waste generated from this project.
• One wastewater pumping station located at the Town of Burgaw wastewater treatment
facility. This station will serve as a main collection and discharge point for sewer collected
in the Town of Burgaw.
One wastewater pumping station located at the intersection of US 40 (Exit 390) and US
Highway 117 in Northern Pender County. This pump station will serve as a repump station
as well as provide access to a public sewer at the Exit 390 interchange of I-40.
A detailed schematic of the recommended project can be found in Exhibit F.
B. Project Design
1. Treatment - Due to a significant industry closing, the Town of Wallace, in neighboring
Duplin County, has ample wastewater treatment capacity readily available. This facility
is rated at 4.44 MGD and is undergoing an upgrade to re-use quality discharge limits.
Although the Town of Burgaw has an existing wastewater facility that has available
capacity for near term demands, projected flows generated from the Town of Burgaw
will surpass the available capacity, and additional capacity is needed.
TOWN OF BURGAW 1 I
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
2. Wastewater Pumping Stations - This project would require the construction of two
..... .....
wastewater-pumping stations. Permanent standby generators and odor control facilities
will be required at all stations. The stations are summarized as follows:
• #1 -2800 GPM Pump Station - this would be a duplex submersible pumping
station located at the Town of Burgaw wastewater treatment facility for
collection of all Town flows.
• #2 -2000 GPM Sewer Booster Pump Station - this pumping station would be
located near the intersection of US 40 (Exit 390) and US Highway 117. Due to the
length of line required to convey the wastewater to Wallace, this station is
required to reduce system pressures during pumping to a safe working pressure
of commercially available pipe. As an added benefit it will also provide a point
of collection at the Exit 390 intersection.
3. Sewer Force Main - To convey the waste stream generated by this project to the Town
of Wallace, a sewer force main will be installed along the right-of-way of US Highway
117 from the Town of Burgaw treatment plant to the Town of Wallace treatment plant.
This main will be 55,000 feet of 20-inch diameter and 20,000 feet of 24-inch diameter and
must achieve scour velocities as required by NCDENR. Therefore, the pumping stations
discussed above are designed to accommodate this flow rate. It should also be noted
that due to the significant distance that the waste must be pumped, force mains of
diameters would result in additional pump stations or operating conditions beyond the
normal working pressures of most commercially available pipe materials, therefore a
20-inch and 24-inch diameter was chosen to alleviate the hydraulic pressure and allow
for projected wastewater demands.
4. Hydraulic Calculations - hydraulic calculations for the wastewater pumping stations
and corresponding force mains are shown below. The wastewater pumping stations are
summarized as follows:
TOWN OF BURGAW 12
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Table 4: Wastewater Pumping Stations and Force Mains Hydraulics
Pump Force Main Flow (GPM) NCDENR Pipe Velocity
Station Diameter Minimum (feet per
(inches) Pipe Velocity second)
(FPS)
1 20 2000 2.0 2.0
2 24 2800 2.0 2.0
C. Cost Estimate
A detailed opinion of probable construction costs associated with the recommended project
was compiled for this project and is outlined in the table that follows:
A detailed breakdown of these costs is included in Section VIII and Exhibit G.
D. Annual Operating Budget
1. Income
Rates are provided for water, sewer, and the combined rate. Note that the water and
sewer system will be operated and maintained entirely by the Town of Burgaw.
Item Water Sewer Combined
Baste Rate (includes 2,000 gallons min.) $8 $14.48 $22.48
Estimated Usage 4,000 Gal. 4,000 Gal. 4,000 Gal.
$/1,000 Gallons $4.25 $7.24 $11.49
Average Monthly Residential Bill $16.50 $28.96 $45.46
TOWN OF BURGAW 13
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Table 5: Construction Cost Summary
2. Operations and Maintenance Costs
Table 6: Operation and Maintenance Costs Recommended Alternative
Item Projected Cost
Salaries and Benefits $0
Office Expenses $1,500
Bonds and Insurance $4,000
Testing $2,500
Chemicals $15,000
Transportation $10,000
Utilities $24,000
Misc. Supplies $2,500
Maintenance and Repair $5,000
Reserve Account - Depreciation $30,000
Cost of Treatment $438,500
Current Collection System O&M $226,721
Total Estimated O&M Costs $759,221
Asset Depreciation
Item Year 1 Years 2-5 Years 6-10 Years 11-15 Years 16-20
Wastewater Pumps $12,500 $50,000 $62,500 $62,500 $62,500
Generator $7,500 $30,000 $37,500 $37,500 $37,500
Air Valves, Meters, Misc. $8,750 $35,000 $43,750 $43,750 $43,750
Sub-Total $28,750 $115,000 $143,750 $143,750 $143,750
TOWN OF BURGAW t4
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Revenues
Estimated Revenues (Wastewater) _ $1,585,560
'600,000 GPD at $7.2411,000 Gallons
Expenditures
Current Annual Debt Service =
Proposed Annual Debt Service =
($148,300)
($591,300)
Estimated Annual O&M Costs = -1$759,221)
Total Expenditures =
Capital Improvements Fund =
$86,739
3. Capital Improvements - As indicated above, the difference in estimated yearly
revenue versus yearly O&M costs is approximately $86,739, which is designated
for capital improvements.
VI. PROPOSED PROJECT (RECOMMENDED ALTERNATIVE)
The proposed infrastructure will consist of two wastewater pump stations that will
ultimately discharge to a 4.44 MGD wastewater treatment facility located in the Town of
Wallace. In order to best serve the Town of Burgaw, the most feasible location for these
facilities is along the right of way of US 117. This highway acts as a major thoroughfare
connecting the Town of Burgaw with the Town of Wallace and will provide an easily available
access for the wastewater infrastructure to be constructed.
Given the distance from the Town of Burgaw to the Town of Wallace it is recommended that
pipe sizing be designed to accommodate immediate and long term demands. Due to this
constraint, it is recommended that 55,000 feet of 20-inch be constructed to the booster pump
($1,498,821)
TOWN OF BURGAW 15
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
station and 20,000 feet of 24-inch transport the waste stream from the pump station to the
wastewater treatment facility located in the Town of Wallace.
VII. MEDIAN HOUSEHOLD INCOME
The Median Household Income for the proposed project service area has been calculated
based on the year 2000 Census data. Census block data was compiled with respective
populations and Median Household Incomes for the service area, which were weighted based
on population and value. The computed Median Household Income for the project service area
is $28,819. Exhibit H provides the Census information regarding the Median Household
Income for the Town of Burgaw.
VIII. OPINION OF PROBABLE COST
The probable project cost for the recommended alternative is summarized below in Table 7.
Table7. Total Opinion of Probable Costs for Recommended Alternative
Item Total
Subtotal Construction $10,438,500
5% Contingency $521,925
Total Construction $10,960,425
Capitalized Interest $669,465
Preliminary Engineering Report $5,000
Environmental Assessment $10,000
Technical Services (Design, Bid, Constr Admin) $335,000
Construction Observation $140,000
Land Acquisition (2 PS Site, Easements) $100,000
Legal / Administration $30,000
Additional Services (esmts, wetlands, T&E) $100,000
TOTAL $12,349,890
*A detailed opinion of probable cost for each component can be found in Exhibit G.
TOWN OF BURGAW 16
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
Table 8 provides a breakdown of projected funding sources for the project.
Table S: Projected Funding Sources
Projected Funding Source Amount
Pender County Contribution $3,000,000
USDA Rural Development Loan $9,300,000
TOTAL $12,300,000
Table 9 provides a breakdown of the anticipated schedule for the recommended alternative.
Table 9: Schedule of Work Table
Task Duration
(months)
PER 2
Environmental Assessment 4
Obtain FONSI 12
Design 8
Permitting 4
Bidding 3
Construction 15
TOTAL 30 Months
IX. CONCLUSIONS AND RECOMMENDATIONS
Current and eminent growth in the Town of Burgaw has created the need for a safe and
dependable public wastewater system. The proposed project consists of two (2) wastewater
pumping stations, and 55,000 feet of 20-inch and 20,000 feet of 24-inch force main, located from
Town of Burgaw to the Town of Wallace wastewater treatment facility. The opinion of
probable project cost is $123 million and will take 30 months to complete assuming
TOWN OF BURGAW 17
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
preparation of the environmental assessment will occur concurrently with design of the
project. It is recommended that Burgaw pursue implementation of the recommended project as
soon as possible to meet projected demands.
TOWN OF BURGAW 18
WASTEWATER SYSTEM IMPROVEMENTS
PRELIMINARY ENGINEERING REPORT
EXHIBITS
EXHIBIT A - EXISTING AND PROPOSED
FACILITIES
A- I - REJECTED ALTERNATIVE
EXHIBIT B 1-B3 - WETLANDS
N
LL!
Q
LL I
Z
J
Q
c?
c??
rn
ti
ti
0
0
N
tT
a
ri
T
r
M
L
K
L
U
0)
f-
O
N
O
O
ID
I-
LO
V
Cr)
Town of Burgaw
77-56-0 W 77-55-30 W 77-55-OW 77-54-30 W 77.54.0 W
2
°a
v
1?gw
Legend
CONUS wet scan
® 0
of
? Out of range
^? interstate
Major Roads
Other Road
^I Interstate
State highway
US highway
Roads
Cities
USGS Quad Index 24K
Lower 48 Wetland Polygons
. Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Weiland
Freshwater ForestedlShrub Weiland
y Freshwater Pond
Lake
Other
RNerme
Lower 48 Available Wetland Data
Non-Digital
Digital
No Data
S-
NHD Streams
Counties SOOK
- Urban Areas 300K
® States 100K
Cl South America
d North America
This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map may or may not be
accurate, current, or otherwise reliable. THIS MAP IS NOT TO BF USED FOR NAVIGATION.
a
Z
P
z
m
77-56-30 W 77-56-0 W 77-55-30 W 77-55-0 W 77-54-30 W 77.54-0 W
Map center. 341 34'7" N, 77155' 17" W

U { '?'? T * area
T G?

egg
?F

FN- -4m-

0 240
J

fI c

L A
?
g? I.
{'?

' ital
?..

r'(f

a i
:

t
.fi r I

Q3 , VV

1
t f
?;

a

r
1400
`r
ley
A
N
Z
NMM&CREED
243 North Fronk Street
Phone: [phone] • Fox: [phone]
aa0002161 E8000efi91
Wilmington North Carolina
WASTEWATER SYSTEM IMPROVEMENTS
TOWN OF BURGAW B-t
W
Q
z
J
Q
O
?n
O
r
y
o
C ? ? C ID
p 3 e C W
Y , m a= y
"C Na° o
d a m 0 c v o •a Y m.
m I y C m `a f? Q C iE y 0 M = V
r 3 m? y R L 3 ?+ q? p m W fi d Q q O? O m 4I
y m 0 o a 3 C3 °c c ° vp+ `y' m
2 `o .y. o` a a z m ^' G7 3>> m c J' 3 5 p c D m .?
O 5 d
U o ?0 O=ham K U 7 J W Z X'r J O a J ZO 2 N Z U N N ;
¦?J¦ Z 'ZZ? ..,: (s4'41®i Z i7 is DO
34-40 N 34-39 N 34-38 N 3
iq
sp
41 41 e!'
r
z
co
M
M
V'
M
d
c
? N
G
It
f ®R
i -;R
A
m?
? C
N
d
? U
O aj
ym
c?
N W
y y Z
yak
H
a aC7
'Ez
yN ? ? _ ? o
M N = n0
r n mELO
n yD
f 2Sw
'A ao0
U C
_'CZ2
n=d
N Q
ro
E
HE
' m s
rn? ti
_ o
> y C Z
qvN
?n ? mcy
E
n N Otr4£ N 6E-bE N 8£-4£ ? N m
rvo
Wilmin ton North Carolina ff`Ti ?
?????, WASTEWATER SYSTEM IMPROVEMENTS
V? 243 NwM F wi Street
Phone: [phone] , FoR [phone]
TOWN OF BURGAW $-2

I"

k `nYt

.emu., ?._? fF

W 1 ? I
rr ?

r
R
N 16
? T Q ? W 7 m ?

? m m e ??? -O ? o m
U
N' D R ? ? m a
C f C
°
°
R O Ip
N O M U R
U
N
J y
; O m w D D w u
. a
m
3 ?` 7 W m rt r u Q
W n c a
N O 'C
m
t
y K m 3 p v E y m y m ?
m Q Q
Z p O
m L f
H L 9' y m L O
R t? 3
O R
: m G rv r W
y+ G O y C A .?.,
0
n O a
U .
.
c 0 L_ v
.
- o rv m Y
O. N 7 K U 7 J W
I
LL
J T
j
O
K J Z O 2 h Z
U
y y; z
`
®o, S ?!y
ry
.?
p?
ry
\` L 05j!m U 3J 0 \ (
'?
`L
34-44 N
i
1
N
v
F
w
0
3
0
H
m
N bb-b£ N Cb-b£ N Z"c
eF
m
N
r
Z
M
h M
i
n w
d
v

W
v,
r+
0
dv
N 3
?U
26
N R
Na0
moQ
R
n E z
c C)
`m EOLL
?mn
RNm
o !? mW
5 00
RZ
HL_
m m4
m `m
N Ty
ctOr
> m
> a`?G1 ai
a NCR
o?
o, ? m
? N
E`
m
N?
L
I-v O
4A NIIOM Cr? WASTEWATER SYSTEM IMPROVEMENTS
243 North front Street
Qh«« [phone] , GOO (gra)zs+-ezez TOWN OF BURGAW B-3
??? moo,
Wlimin ton North Carolina
34-43 N
7
34-42 N -

"N 0
? sera
? '? Y:.

r , .v?i.
M?py ' .? ?t S`d

Cy,
1

1
a 7
r

t0 "MENiff
Fi

- S

« `t
,
? ! f It
ps 4
r, K

EXHIBIT C I -C4 - FLOODPLAINS
Map Output
Page I of 1
Town of Burgaw PER (C-1)
Tue Au 21 11:28:02 EDT 2007
2587 3307 3317
V' A f'.±?L?l ,,, Crv ?. W K• ?wi iS .Y K? •Y <e S: ? .:..9 5• ie •i9 Gk .c. ±x H9 ??rs? SuN? t• - ?d'+'r, <; ?,. f 3: A 8`a _} ?,?((, ? • ! ? -0,'! ! a• ! ! ! ! ? ? ? ? •
0-
smnrn
HG1 tiv ` rl?? L^X 4?? ?YIa? 0
I! V
?882396- 0
?G`gr?'x A ^.•-? €.c x 1 s .-rte,.. 7??+'" 71 f
•c? - . 'ss+?T'"',kx&? 5.1a-. ...- gsY;T•'t'.T_. ;SF .:9'..S.Sad.- :3.:S:.S1 ]=4F.:7., y, .
i
A4r
.[
23,',5 130 ly P J = y( 3 r) rv_aM11 i 33 f`?
ez-a ?.r
?sac,?., .??a???a?:.mi3s: -?..: ,r• vi ??-?s:snaz:?"i+,,.,c:•s...: z-k? r~s_?%?s„a±:a smc:: ?v- ?ti - ?;i
2384 3314??- A
1S I .3 "' ?' Pt ti
mb,. ccber•• c[eaer,reF .6 "'33SO03 " c ere= c>ae. catt[ c• is+ "t?Kti
2383 ^ 2393 'F?®313 ?_' ` 2" 3333
Legend
r` 9 Df-TRAi G,,d 10)hr fxr, inn Fi'drrJ:?giAv ar ?cii«y^i- 3a?xi;iiers
r! +.'eR'YaA s&id ?1?t' Cap-.fit ;CCeni:
1315 YTYSY
r ,. ;fir f:oxirg{&xx?--i'x; Wzre:e
h1ti? ss?a?vl?^y ?iu`? ? r3, . -'??:E'rJs•%c?
s--i•' 1ttr1 -Jx? w ad aru ? 1taJrq f'a '?
P3ah 1x1 r..rei
1V:.??
P, aJ td=d rlaoJ 7I=-d
lwrzPiw&q-`laes?_sZA.'r ? 1dQD taxk y il?3r?w;?}
:'16:I'rFoal.V=-yZarVa MY,7-r}-nq 1-4^,:w?AEp
FEMA%MQWtATIHG ?W WcHWE:AL PARTNER
MC. Floodplain Mapping Information Syster
On-Line Mapping Application Provided by the
North Carolina Floodplain Mapping Program
Oisclaimer: This is not a legally binding (FIRND Flood
Insurance Rate Map and should not be used as such.
http:/1149.168.101.8/servletleom.esri. esrimap.Esrimap?ServiceName=locator&ClientVersi... 8/21/2007
Map Output
Page 1 of 1
Town of Burgaw PER (C-2)
Tue Au 21 11:28:58 EDT 2007
IF r ? ? \

71

4, i ! nr-
311

_ _J`.• _ + 1. 1 ?• T
81
iK ` •
° s ?-.: .s 1. ie?
" art riir.
T
•
y
-? i '?
- r .? {
ES ? >w s

aF•M ?•

Legend
j?j
' '`;?? '
'
`
.,.•? ? C9:+-.4critivki•]
r;
Fs:?,K..?r..urrN:•xit
? •d5:sa
:iK
i
Ya
? {:;•u':;'t. ?eziyiat<

ptr?t t•';my.: a?•.•1? t;re-x;
+i7hr t•?' iatl . !; t9L ?'n ?.,.: ? 1;54• FYtty t hkr: tL'C"x i?i?.
.,r 'PT n1 ,W.•raq•7._r++e; :r l?;y-ttR:'i',, FT.h?•f,-yr. iGG ?.

s?
ranws morerxum ?eexxlen?nixtxae
N.C. Floodplain Maiming information System
M-Line Mapping Application Provided bg the
North Carolina floadplain Mapping Program
Disdamier: This is not a legally binding (FIR?4 Flood
ips=noe Raze Map and should not be used as such.

http://149.168.101.81servletlcom. esri.esrimap.Esrimap?ServiceName=locator&ClientVersi... 8/21/2007
Map Output
Page 1 of 1
Town of Burgaw PER {C-3}
Tue Au 21 11:31:26 EDT 2007
•s
02 PCTANNUAL CHA ,CE FLOOD HAZARD' ?
3302 ? 3312 3322" `•--?y "?[? 33a2
77
AE
F " AE
2Y. V'a '. -N..,.w.N+A S+?&?^C;?'?eTaf^aY3'Ac9iM:i 3n:t "?a".9: a5R.'0]NadS•r1 5?3?:?JStlf7M=$7'.7?Al`8- V:Y h {'iS?)SH?y? !'`j ? l t1 .Y4'd:}
?Y
3301 3311, 3321 3331 `" _ 334? ?
a e s ? m a ++ ?+ x. -{?za^.z-zrc?.o<?rzvs?z: ss:??sa•.?.. ,szca?a:-ar::scsx:s.• s5?`.^a?hr.z? ar r rf,a'"?'?"" ?, ? ?F-:: ? ,v-rt
n. ^^ f ,4..?•
a.
7. a
-,
A 3340 3320 3330331a 3340
,>p AUTRY
. S ? i4 { `t3,y wA t? C+" F „agsadn.?vGSG+Y?^Y ?+? ?ail ^-sx6s'aSL'F?3F.F} k' ? ? 2 ?"? ? ? ? r? 4 i ? YC?
® g ..n39 3239 3240
Iy y? 1t .
Legend
OFIRM CAd t '••?.k}';rnn• F• vod.
4.. 4}ir ^u ;Jo a- ?d:?:Sa,mi•cies
3?+ ?cr?o:t?:raGid ?'l` Cws?:xrrds
• oe
yri5l?xs.trex tt??:
•,f Nc;xi?daya?a.+t :.•- CaaY.T'ss?•vix-ic
}' _ rloxf: "--3 y)tu: c,.r?e vrj':u- •'iarl{.F3 -
? itwd I t^rd m d tla•d
lWy-f-=xl g•:NaS E's{A} 140y-i wJM fm Sri' WE)
4„ • !; FI ud ?ieua-} 7, t''d cu 141?r{xlirtg '1 ?odcj ,?:_;.
FFXASCOOPEMMM =HNICA6FAM"in
II:G. Floodplain Mapping Information Sjratan
OrrLine Mapping Application Provided by the.
North Carolina Floodplain Mapping Program
Disclaimer: This is not a legally binding (FIR" Flood
Insurance Rate NUp and should not be used as such.
http://149.1 68.101.8/servlet/com.esri.esrimap.Esrimap?ServiceName=locator&ClientVersi... 8/21/2007
Map Output
Page 1 of 1
Town of Burgaw PER (C-4)
Tue Au 21 11:32:37 EDT 2007
s 02 PCT ANNUAL CHANCE',FLflCD HA7AR.D
-.. ,? . ?_......_ _ ... _ _ g . 7,
xy .. 4...
x r v
3300 3310 3320 s* 3330 $ 334C 3350'
At
AE air
Sob '#? + 9.s•f. f???R?'?.1 A9.??fii S)b'f Wei W?'} ?W yyUU?.+1C=? ??. y?.J•+7WL7 A4fWt0%JW r}•'.9 F?iAi'7 PJ?'Y )'D
!?? A $ M 4t 'W ?Y c
.3209 3219
.9229 ? 3239 -• :. ? ? 3249 3259`1
?sz?s? • ?stasna.-Qar• j?h!
T •S
A` ? ? n +"r F
3208 3218 3228 3238 324` 3.258
Jyi}iC •A 59Q 2?Fi +;B yT.??N6C+Sf?(3 SnW fE+p C,k6w369 <30.4 'D 9Si. ti.-N$ .tZ6'+(°i Qa?l?"j'•:"' -tF-Faf.Y CS ¢ JW4u ':: ?Y+? '?^v?:H'.
q 4g
y, 3206 o 3228 324 7 257
J,?ayy 1` n
IJ 71 • R31 R n A ?.,
• J11-1 j
? i FfKE,GR.. 3 r.
, a {M '..; '. "? .!•.55. ?'
Legend
''o a 3.^'1RA4 s id fOGasS^%dlax w.rfn7tiA{? s ?o'iscs &ur?irics
?' 3 J?rs>aa ?-.n {dud A?l ` £am?:.?artr
• r•
• f ?Ili?tti? fcs 93,t? rcrxfsp{-.triaiX! '•4 `
,,A .?C.°x?ur13?•Aa? :: £+rtY.r iroruta^cs
F' td]rz tse•?and^.xrcv*_tand;?3
ff zZ?-rtr•-:a'rd S"ratm-.
f and flarrd Flo xl "z lid
1U6}r Fltgd. •'1a irF' s{z1S td?}c Ftnocfig, AmSFEm WE)
.y, tOdyr Flood %ke,o'jZc m {U cr 10]r- tio•},.N . FfmdAW 4A-ZS
'?r•S
I FWASt KFALIG 'W TCNtaCALFA"NBR
H.C. Floodplein Mapping InformeHon Systen
Co-Lint Mapping Application Provided by the
North Carolina Floodplain Mapping Program
DisdaGner: lids is not a legally binding (FIRM) Flood
Insurance Rata Wp and should not be used as such.
http://149.168.101.8/servlet/com.esri.esrimap.Esrimap?ServiceName=locator&ClientVersi... 8/21/2007
EXHIBIT D 1-D4 - ZONING CLASSIFICATION
AND PENDER COUNTY SOIL SURVEY
EXHIBIT E - CAPE FEAR RIVER BASIN
EXHIBIT F - RECOMMENDED ALTERNATIVE
SCHEMATIC
EXHIBIT G - OPINION OF PROBABLE COST
EXHIBIT G
Town of Bargaw
Wastewater System Improvements
Opinion of Probable Cost
Item Description Quantity Unit Price Total Cost
1 Mobilization 1 LS $200,000.00 /LS $200,000.00
2 20" Force Main 55,000 LF $75.00 /LF $4,125,000.00
2A 24" Force Main 20,000 LF $90.00 ILF $1,800,000.00

3 Bore and Jack 30" Diameter Steel
Encasement 0.250" Wall Thickness with 16"
Carrier Pipe

2,000

LF
$650.00
/LF
$1,300,000.00
5 D.I. MJ Fittings 85,000 LBS $3.25 /LB $276,250.00
6 Wastewater Pump Station (ADF) 1 EA $825,000.00 /LS $825,000.00
6A Wastewater Pump Station (ADF) 1 EA $825,000.00 /LS $825,000.00
7 Protection Concrete (in place) 50 CY $150.00 ICY $7,500.00
8 Asphalt Cutting and Replacement 2,500 LF $40.00 /LF $100,000.00
9 Stone for Driveway and Gravel/Marl Road
Repair (min. 4" depth) 2,500 LF
$25.00
ILF
$62,500.00
10 Concrete Driveway Cutting and Replacement
(4" depth) 2,500 LF
$55.00
/LF
$137,500.00
11 Stone Check Dam 90 EA $275.00 /EA $24,750.00
12 Class I Rip Rap (24" depth) wl Fabric 200 SY $50.00 /SY $10,000.00
13 Silt Fence 6,000 LF $4.00 /LF $24,000.00
14 Stabilization Stone (in trench 6" depth) 10,000 LF $7.00 /LF $70,000.00
15 Select Material In-place 50 CY $20.00 ICY $1,000.00
17 Directional Drill Burgaw Creek 500 LF $625.00 /LF $312,500.00
18 Directional Drill Rockfish Creek 500 LF $675.00 /LF $337,500.00
SUBTOTAL CONSTRUCTION $10,438,500.00
Item Total
Subtotal Construction $10,438,500
5% Contingency $521,925
Total Construction $10,960,425
Capitalized Interest $669,465
Preliminary Engineering Report $5,000
Environmental Assessment $10,000
Technical ervices (Design, Bid, ons r
Admin)
$335,000
Construction Observation $140,000
Land Acquisition (2 PS Site, Easements) $100,000
Legal / Administration $30,000
Additional Services (esmts, wetlands, Geot) $100,000
TOTAL $12,349,890
S: \4576 \ 0001 \ 20-Tech \ Exhibits PER \ Exhibit G Cost Opinion.xls
EXHIBIT H - MEDIAN HOUSEHOLD INCOME
DATA
Table DPA. Profile of General Demographic Characteristics: 2000
Geographic area: Burgaw town, North Carolina
11 - --- [For information on confidentiality protection, nonsampling error, and definitions see-text} -----
Subject Number Percent Subject Number Percent
Total population .......................... 3,337 100.0 HISPANIC OR LATINO AND RACE
Total population .......................... 3,337 100.0
SEX AND AGE Hispanic or Latino (of any race) ................ 150 4.5
Male ........................................ . 1,878 56.3 Mexican................ .......,........... 95 2.8
Female ...................................... 1,459 43.7 Puerto Rican.......... .... I
6 01
Under 5 years . , . . . . . . . , ................. 176 5.3 Cuban .................................... 1 15 0.4

5 to 9 years .................................
162
4.9 .
Other Hispanic or Latino . . . . . . . . . . ... . .. . . .
34
f
1.0
10 to 14 years . . . . . . . . . . . . . . . . . . . . . . ...
..... 183 5.5 Not Hispanic or Latino ................ . . „ • , , , 31187 95.5
15 to 19 years ........... .
..................
167
5.0
White atone..................... . . .. . . . . . .
.
1 ,650
49.4
20 to 24 years ............................... 246 7.4 RELATIONSHIP
25 to 34 years ............................... 562 16.8 Total population.......................... 3,337 100.0
35 to 44 years ............................... 574 17.2 In households................................ 2
284 68
4
45 to 54 years ............................... 410 12.3 Householder............................... ,
954 .
28
6
55 to 59 years ............................... 131 3.9 Spouse ................................... 407 .
12
2
60 to 64 years ............................... 123 3.7 Child...................................... 706 .
21
2
65 to 74 years ............................... 235 7.0 Own child under 18 years................ 559 .
16.8
75 to 84 years ............................... 240 7.2 Other relatives.........,................... 132 4
0
85 years and over ............................ 1 128 3.8 Under 18 years ........................, 60 .
1.8
Median age (years) ........................... 1 37.4 (X) Nonrelatives................... ............ 85 2.5
Unmarried partner ....................... 34 1.0
18 years and over ............................ j 2,709 81.2 In group quarters............................. 1,053 31.6
Male ...................................... 1,568 47.0 Institutionalized population.................,. 1,000 30.0
Female .................................... 1,141 34.2 Noninstitutionalized population............... 53 1.6
21 years and over..... ....................... 2,621 78.5 I
62 years and over ................. . .......... 676 20.3 HOUSEHOLD BY TYPE
65 years and over ............................ 603 18.1 Total households ......................... t 954 100.0
Male ...................................... 199 6,0 Family households (families)................... 650 68.1
Female .................................... i 404 12.1 With own children under 18 years .......... 323 33.9
Married-couple family ....................... 407 42
7
RACE With own children under 18 years .......... 173 .
18.1
One race ............. ....................... 3,304 99.0 Female householder, no husband present..... 212 22
2
White .....................................1 1,709 51.2 With own children under 18 years .......... 136 .
14
3
Black or African American ...... ............. j 1,498 44.9 Nonfamily households ................ 304 .
31
9
American Indian and Alaska Native...... , .... I 23 0.7 Householder living alone .................... 273 .
28
6
Asian ..................................... 4 0.1 1
Householder 65 years and over............i 126 .
13
2
Asian Indian ............................. - - t .
Chinese ................................. 1 - Households with individuals under 18 years ..... 360 37.7
Filipino.. . ........ ........... .......... 1 - Households with individuals 65 years and over .. 283 29.7
Japanese ................................ 1 -

n ....
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
- Average household size . . . . . . . . . . . .
Vieth
amese
. .
.
.
.
Vietnamese
.
.
.
.
.
.
.
.
. .
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
- - Average family size........................... 2.92 {X)
Other Asian '
.................... 1 -

Native Hawaiian and Other Pacific Islander.... HOUSING OCCUPANCY

Native Hawaiian .................
..
.
-
- Total housing units ... . ................... 1,059 100.0
.
.
....
Guamanian or Ch ......
-
- Occupied housing units ....................... 954 90.8
............
......... . . . . . .
Samoan
_
_ Vacant housing units.......................... 97 9.2
. _
Other Pacific Islander z .......
.
.
. _
- For seasonal, recreational, or
Some other race . . . . . . . . . . . . . . . . . . .
. ' . .
..
' ... 70 2.1 occasional use ..............
Two or more races ........................... 33 1.0 Homeowner vacancy rate (percent).............
I 2.3 (X)

Race alone or in combination with one Rental vacancy rate (percent).......... .. - .
I 6.6 X
( )
or more other races: 3 j I
White ............................... ........ ? 733
1 51
9 HOUSING TENURE

Black or African American ..................... I
I ,
1,523 .
45.0 Occupied housing units.................. 954 104.4

American Indian and Alaska Native .............

37

1
1
Owner-occupied housing units ... .. .... . . , • . , , .
546 .2
571
f
Asian ......................... ..............I
6 .
0.2 Renter-occupied housing units ................. 408 X2.8
Native Hawaiian and Other Pacific Islander...... 2 0-1 Average household size of owner-occupied units. 2.40 (X)
Some other race ............................. 74 2.2 Average household size of renter-occupied units. 238 (X)
Represents zero or rounds to zero. (X) Not applicable.
' Other Asian alone, or two or more Asian categories.
2 Other Pacific Islander alone, or two or more Native Hawaiian and Other Pacific Islander categories.
s In combination with one or more of the other races listed. The six numbers may add to more than the total population and the six percentages
may add to more than 100 percent because individuals may report more than one race.
Source: U.S. Census Bureau, Census 2000.
U.S. Census Bureau
Table DP-2. Profile of Selected Social Characteristics: 2000
Geographic area: Burgaw town, North Carolina
-- JData based on a sample. For information on confidentiality protection, sampling error, nonsampling error, and definitions; see text]
Subject Number Percent Subject Number Percent
SCHOOL ENROLLMENT NATIVITY AND PLACE OF BIRTH
Population 3 years and over Total population .......................... 3,335 100.0
enrolled in school .................... 603 100.0 Native....................................... 3,170 95.1
Nursery school, preschool ..................... 38 6.3 Bum in United States....................... 3,163 94.8
Kindergarten ................................. 37 6.1 State of residence........................ 2370 71.1
Elementary school (grades 1-8) ................ 254 42.1 Different state...,........................ 793 23.8
High school (grades 9-12) ..................... 147 24.4 Bom outside United States .................. 7 0.2
College or graduate school .................... 127 21.1 Foreign born................................. 165 4.9
Entered 1990 to March 2000 .............. 93 2.8
EDUCATIONAL ATTAINMENT Naturalized citizen .......................... 50 1.5
Population 25 years and over.......... 2,432 100.0 Not a citizen ............................... 115 3.4
Less than 9th grade .......................... 305 12.5
9th to 12th grade, no diploma, ................. 453 18.6 REGION OF BIRTH OF FOREIGN BORN
High school graduate (includes equivalency)..... 628 25.8 Total (excluding born at sea) .............. 165 100.0
Some college, no degree ...................... 483 19.9 Europe...................................... 32 19.4
Associate degree.. . .......................... 194 8.0 Asia ........................................ 16 9.7
Bachelor's degree ............................ 285 11.7 Africa ....................................... - -
Graduate or professional degree ............... 84 3.5 Oceania ................... ........... ....... - -
Latin America ................................ 107 64.8
Percent high school graduate or higher ......... 68.8 (X) Northern America ............................. 10 6- 1
Percent bachelor's degree or higher............ 15.2 (X}
LANGUAGE SPOKEN AT HOME
MARITAL STATUS Population 5 years and over .............. 3,167 100.0
Population 15 years and over.......... 2,837 100.0 English only ................................. 2,978 94.0
Never married ............................... 659 23.2 Language other than English .................. 189 6.0
Now married, except separated ................ 1,389 49.0 Speak English less than "very well" .. , ..... 1D6 3.3
Separated ................................... 100 3.5 Spanish................................... 129 4.1
Widowed .................................... 403 14.2 Speak English less than 'very well" ........ 97 3.1
Female .................................... 3211 11.3 Other Indo-European languages ............. 45 1.4
Divorced .................................... 2861 10.1 Speak English less than "very well" ........ 5 0.2
Female ............... ....
............... 128' 4.5 Asian and Pacific Island languages........... 7 0.2
Speak English less than "very well" ........ - -
GRANDPARENTS AS CAREGIVERS
ANCESTRY {single
multiple)
Grandparent living in household with ..
Total population ............... . . ... 3,335 100.0
one or more own grandchildren under Total ancestries reported ................... 2,693 80.7
1 S years ............................. 49 ! 100.0 Arab 13 4
0
Grandparent responsible for grandchildren ...... 281 57.1 ........................................
Czech' ...................................... - .
-
VETERAN STATUS Danish ...................................... 14 0.4
Civilian population 18 years and over.. 2,706 100.0 Dutch .......................................
English...................................... 19
204 0.6
61
Civilian veterans .............. "'... 369 13.6 French (except Basque) ...................... 57 1.7
DISABILITY STATUS OF THE CIVILIAN French Canadian' ............................ 14 0.4
NONINSTiTUTIONAL1ZED POPULATION
I German ..................................... 200 6.0
Population 5 to 20 years............... 516 100.0 Greek ....................................... 11 0.3
With a disability . . ... . .. . .... . . ............ 38 7.4 Hungarian ................................... 12 0.4
Irish ........................................ 183 5.5
Population 21 to 64 years .............. 1,255 100.0 Italian .................... 1.8
With a disability ....... . ...................... 258 20.6 Lithuanian ................................... -
Percent employed .......................... 34.1 (X)
.............. . . .
Norwegian.................. 5 0.1
No disability ................................. 997
1 79.4 Polish....................................... 15 0.4
Percent employed .......................... 77.8 (X) Portuguese.................................. 9 0.3
Population 65 years and over.......... 426 100.0 Russian ..................................... 3 0.1
With a disability ....... ................ 255 59.9 Scotch-Irish .............................. .... 76 2.3
Scottish ..................................... 22 0.7
RESIDENCE IN 1995 Slovak ...................................... 3 0.1
Population 5 years and over........... 3,1671 100.0 Subsaharan African ........................... 8 0.2
Same house in 1995 .......................... 1,473; 46.5 Swedish..................................... 2 0.1
Different house in the U.S. in 1995 ............. 1,603 i 50.6 Swiss ....................................... 5 0.1
Same county ................... ..... 817 25.8 Ukrainian.......................,............ 3 0.1
Different county ............................ 786 24.8 United States or American..................... 538 16.1
Same state .............................. 575 18.2 Welsh....................................... 14 0.4
Different state ............................ 211 6.7 Westlndian (excluding Hispanic groups)........ 9 0.3
Elsewhere in 1995 ............................ 91 2.9 Other ancestries ............................. 1,193 35.8
-Represents zero or rounds to zero. (X) Not applicable.
'The data represent a combination of two ancestries shown separately in Summary File 3. Czech includes Czechoslovakian. French includes Alsa-
tian. French Canadian includes Acadian/Cajun. Irish includes Celtic.
Source: U.S. Bureau of the Census, Census 2000.
U.S. Census Bureau
Table DP-3. Profile of Selected Economic Characteristics: 2000
Geographic area: Burgaw town, North Carolina
_ ..._ Data based on a sample. _For.information on-confidentiality protection, sampling error,-nonsampling error, and definitions; see text] - -
Subject Number Percent Subject Number Percent
EMPLOYMENT STATUS INCOME IN 1999
Population 16 years and over........... . 2,80 1 10010 Households ..................
..........
.
94 8 100
0
In labor force ............................... . 1,04 9 37.5 Less than $10,000........................... . 17 .
2 181
Civilian labor force ......................... . 1,04 5 37.3 $10,000 to $14,999........................... 8 1 8
5
Employed .............................. . 96 6 34.5 $15,000 to $24,999........................... 17 .
1 18
0
Unemployed ............................ . 7 9 2.8 $25,000 to $34,999........................... 11 .
4 12
0
Percent of civilian labor force ........... . 7.6 (X) $35,000 to $49,999 ........................... 162 .
17
1
Armed Forces .............................. 4 0.1 $50,000 to $74,999........................... 139 .
14
7
Not in labor force ............................. 1,752 62.5 $75,000 to $99,999........................... 48 .
5.1
Females 16 years and over .............. 1,194 100.0 $100,000 to $149,999......................... 36 3.8
In labor force ................................ 534 44.7 $150,000 to $199,999......................... 12 1.3
Civilian labor force .......................... 534 44.7 $200,000 or more ............................ 13 1.4
Employed ............................... 494 41.4 Median household income (dollars)............. 28,819 (X)
Own children under 6 years .............. 199 ; 100.0 With earnings................................ 657 69.3
All parents in family in labor force .............. 147 73.9 Mean earnings (dollars)' .................... 41,928 (X)

COMMUTING TO WORK With Social Security income ................... 322 34.0

Workers 16 years and over ..............
960
100.0 Mean Social Security income (dollars)' .......
With Supplemental Security Income 9,362
48 (X)

Car, truck, or van - - drove alone ...............
743
77.4 ............
Mean Supplemental Security Income 5.1
Car, truck, or van - - carpooled ............... . .
P
bli 144 15.0 (dollars)' ................ . . . . . . . . . . ....... 6
264 (X)
u
c transportation (including taxicab) ......... - With public assistance income ................ ,
27 2
8
Walked ......................................
Other means.. .............. 40
9 4.2
I 0
9 .
Mean public assistance income (dollars)' ..... 2,278 .
(X)
...............
Worked at home e ................... . .........
Mean travel time to work (minutes)'
24 .
1 2.5 With retirement income .......................
Mean retirement income (dollars)'............ 189
17,729 19.9
(X)
............ 22.0 (X)
Employed civilian population Families ................................

Less than $10,000 ............................
637
49
100.0
7
7
16 years and over ..................... 966 100.0 $10,000 to $14,999........................... 55 .
6
8
OCCUPATION
Management, professional, and related $15,000 to $24,999 ...........................
$25
000 to $34
999 125 .
19.6

occupations ................... ......
300
31.1 ,
,
.......................... .
$35;000 to $49,999............ 75
111 11,8
17
4
Service occupations .......................... 138 14.3 $50.000 to $74,999......................
. .. ., 124 .
19
5
Sales and office occupations .................. 241 24.9 $75,000 to $99,999.................,....
. 45 .
7
1
Farming, fishing, and forestry occupations....... 13 , 1.3 ....
$100,000 to $149,999.., ................
... 30 .
4
7
Construction, extraction, and maintenance ......
$150,000 to $199,999....... ,
...
.. 10 .
1
6
occupations ................................
Production, transportation
and material moving 151 15.6 $200,000 or more ............................ 13 .
2.0
,
occupations ................................
123
12.7 Median family income (dollars) ................. 36,812 (X}

INDUSTRY Per capita income (dollars)' ...................
Median earnings (dollars): 13,831 (X)
Agriculture, forestry, fishing and hunting, Male full-time, year-round workers .............. 29,750 (X)
and mining ................................. 34 3.5 Female full-time, year-round workers ........... 21
792 (X}
Construction ................................. 118 122 ,
Manufacturing ................................ 117 12.1 Number Percent
Wholesale trade .............................. 27 2.8 below below
Retail trade ......................... 72 7.5 poverty poverty
Transportation and warehousing, and utilities ... ,
Information 45 4.7 Subject level level
.................... . , 9 0.9
Finance, insurance, real estate, and rental and I

leasing.. . ............ ....... ............. I
42
4
3 POVERTY STATUS IN 1999
Professional, scientific, management, adminis- . Families ................................ 83 13.0
trative, and waste management services....... 69 7 1 With related children under 18 years............ 71 20.8
Educational, health and social services ......... 217 22.5 With related children under 5 years.... , ...... 40 30.8
Arts, entertainment, recreation, accommodation Families with female householder
no
and food services ...........................
Other services (except public administration) .... 46
59 4.8
6.1 ,
husband present.......................
With related children under 18 years 55 30.1

Public administration ..........................
111
11.5 ............
With related children under 5 years........... 51
28 36.2
50.0
CLASS OF WORKER
Private wage and salary workers
639 Individuals ................... 458 19.3
...............

Government workers. .........................

2521 66.1

26.1 18 years and over...........................

65 years and over
306
17.5

Self-employed workers in own not incorporated
I ...............
Related children under 18 years .... 86
150 20.2
24
1
business ...................................
Unpaid family workers 731 7.6 ...........
Related children 5 to 17 years ... , , . , .... _ ... 87 .
19.1
. ...... 2 0.2 Unrelated individuals 15 years and over......... 168 34.9
-Represents zero or rounds to zero. (X) Not applicable.
If the denominator of a mean value or per capita value is less than 30, then that value is calculated using a rounded aggregate in the numerator.
See text.
Source. U.S. Bureau of the Census, Census 2000.
U.S. Census Bureau
Table DP-4. Profile of Selected Housing Characteristics: 2000
Geographic area: Burgaw town, North Carolina
- (Data based on-a sample. For information on confidentiality protection, sampling error, nonsampling error, and definitions, see text]
Subject Number ! Percent Subject Number Percent
Total housing units .................... 1,067 100.0 OCCUPANTS PER ROOM
UNITS IN STRUCTURE Occupied housing units ............... 955 100.0
1-unit, detached.. ............................ 720 67.5 1.00 or less.................................. 915 95.8
1-unit, attached .............................. 13 1.2 1.01 to 1.50 ................................. 35 17
2 units ...................................... 9 0.8 1.51 or more.................
........... . . . . . 5 0.5
3 or 4 units .................................. 64 6.0
5 to 9 units .................................. 94 8.8 Specified owner-occupied units ........ 482 100.0
10 to 19 units...... .......................... 35 3.3 VALUE
20 or more units ............................. 24 2.2 Less than $50,000............................ 41 8.5
Mobile home ................................. 108 ! 10.1 $50,000 to $99,999........................... 247 51.2
Boat, RV, van, etc ............................ - I $100,000 to $149,999......................... 126 26.1
I $150,000 to $199,999 ......................... 32 6.6
YEAR STRUCTURE BUILT $200,000 to $299,999 ......................... 31 6.4
1999 to March 2000 .......................... 16 1.5 $300,000 to $499,999......................... 5 1.0
1995 to 1998 ................................ 66 6.2 $500,000 to $999,999.........................
1990 to 1994 ................................ 113 10.6 $1,000,000 or more...........................
1980 to 1989 ................................ 236 22.1 Median (dollars).............................. 91,300 (X)
1970 to 1979 ................................ 186 17.4
1960 to 1969 ................................ 159 14.9 MORTGAGE STATUS AND SELECTED
1940 to 1959 ................................
1939 or earlier ............................... 216
75 20.2
,1 7.0 MONTHLY OWNER COSTS
With a mortgage .............................
299
62.0
I Less than $300 .................... -
ROOMS j $300 to $499 ............................ 34 7.1
1 room ...................................... 6 0.6 $500 to $699 ............................ 52 10.8
2 rooms.. . .................... ........... .. 23 2.2 $700 to $999 ............................. 113 23.4
3 rooms ..................................... 78 7.3 $1,000 to $1,499......................... 71 14.7
4 moms ..................................... 257 24.1 $1,500 to $1,999......................... 27 5.6
5 rooms..... . ...... ..... . . . . . . . . . . . . . . . . ..
. 218 20.4 $2,000 or more .......................... 2 0.4
6 rooms ..................................... 240 22.5 Median (dollars).......................... 889 (X)
7 moms ..................................... 117 11.0 Not mortgaged.............................,. 183 38.0
8 rooms ..................................... 601 5.6 Median (dollars).......................... 305 (X)
9 or more rooms ............ ........... 68, 6.4
Median (rooms) .............................. 5.3 i (X) SELECTED MONTHLY OWNER COSTS
AS A PERCENTAGE OF HOUSEHOLD
Occupied housing units ............... 955 100.0 INCOME IN 1999
YEAR HOUSEHOLDER MOVED INTO UNIT Less than 15.0 percent. ................... ... 182 37.8
1999 to March 2000 .......................... 197 20.6 15.0 to 19.9 percent.......................... 84 17.4
1995 to 1998 ................................ 2481 26.0 20.0 to 24.9 percent.......................... 61 12.7
1990 to 1994 ................................ 134 14.0 25.0 to 29.9 percent.......................... 38 7.9
1980 to 1989 ................................ 147 15.4 30.0 to 34.9 percent.......................... 34 7.1
1970 to 1979 ................................ 1181 12.4 35.0 percent or more ......................... 77 16.0
1969 or earlier ............................... 111' 11.6 Not computed................................ 6 1.2
VEHICLES AVAILABLE I Specified renter-occupied units ........ 3921 100.0
None ....................................... 123 12,9 GROSS RENT
1 ........................................... 3821 40.0 Less than $200 .............................. 59 15.1
2 ........................................... 316 33.1 $200 to $299 ................................ 41 10.5
3 or more ................................... 134; 14.0 $300 to $499 .......... ....... ,....... ....... 121 30.9
$500 to $749 .................. 131 33.4
HOUSE HEATING FUEL $750 to $999 ................................ 3 0.8
Utility gas ................................... 6 0.6 $1,000 to $1,499............................. 21
? 0.5
Bottled, tank, or LP gas ....................... 193 20.2 $1,500 or more .............................. - -
Electricity...... . . . . . . . . . . . . .................
. 718 75.2 No cash rent................................. 35 8.9
Fuel oil, kerosene, etc ........................ 35 3.7 Median (dollars).............................. 442 (X)
Coal or coke ................................. - -
Wood ....... ...................... 3 0.3 GROSS RENT AS A PERCENTAGE OF
Solar energy ................................. HOUSEHOLD INCOME IN 1999
Other fuel ................................... -' Less than 15.0 percent........................ 64 16.3
No fuel used .. ............................... 15.0 to 19.9 percent.......................... 60 15.3
20.0 to 24.9 percent .......................... 63 16.1
SELECTED CHARACTERISTICS j 25.0 to 29.9 percent .......................... 29 7.4
Lacking complete plumbing facilities ............ 71 0.7 30.0 to 34.9 percent . ......................... 27 6.9
Lacking complete kitchen facilities .............. 61 0.6 35.0 percent or more ......................... 106 27.0
No telephone service ...... ...... 49 5.1 Not computed................................ 43 11.0
-Represents zero or rounds to zero. (X) Not applicable.
Source: U.S. Bureau of the Census. Census 2000.
U.S. Census Bureau
w -
z
w
S O all "I
co lL
o 0 2i C =i
z of I ' I,w
1 U1 ( jZ5
J i_i U3F-
Cf)
00 w ix
%zo > z
LL LL p -
Qw H
~
0 (-D
zz U)
J -- m?
m Z
W FW- Q
cr) V)
CNJ OZ (n Q
a z
w U
Q
?Q
?z
J
m ?
L U
2
H
O
z
O
???_ n Vy
i
?i
U ?x
It c w
I
Z ^ m
E
z c
E
n E o 3

0.0-H-WiNk
f ?

C+
r?
d

w
M Z
li

D Q
Z

O

CO LL
F!
O
U
ZDi?!?I
W'z
I ? ! !
0
ZO s! Ip
LL LL-
O F-
Z
L_.-- ? w
?Z
O
Q 0
H
m? 0
M W z
U- i-- Q
o>- CL
z? Q
:2
O w J-
f- F
Q z
W U_
Q
Q
? Q
z
0
m r
l,L U
F-
p
z
pJN ? S
? I o4
Tat n aQ?.
Q W
W
o?
U n:
?U ^O _ EO
I
h
t ? ? p m
O
J pi
Z C_
YI E
a 3 i a 3
_do-?p,•1 ' ......0?3?

o ? rl,? -°f o t-.a
2a ql
j vJSt t'wU ?'W? Llp U1J ?w`C
?
?k,1
i vi
ii t?l?sam?Wa????z?uaq?F GrOr?
"K '
d
`
w
?
yz O
p4 F
r- "v ?w z n p 1 d
a?nowa
a?
o
i'
?-
° w
a
K
P
z0rl n¢tn Za
ELlwt-6aF?Q
zw
a
g F }dt-??Jj1-- tLf omp C) OQ
p -,:pdF dip b. fL 1. 6F' If1 pUfn
? za
U9
?z

9
'....
,? 1, Q,?1N?dW } C7 C
t-WQ _? Fg r!
Gt'=*YgN?j? Uy
~4Zz>i I 016 O@_' O
a x
6
(y
O. O:GC)L_'z_a??p~WU
{
W (.7a zQ.. F1i1"2 zpL ?GFOp
W1-F F p

a' 1 N w

rr 4
0,
41/iUjL 3
O lxYi?=K?p5 d0? p ?
A?Nq
2FZN F O1 4x-n? i
r ..
w
??zz'n°}zgp¢i:?? u??3v `?yra z?l-°'m r Lzi ?
7 F t?r+-lU 1-b-?+IOOD
rn7n?w
"C?CL 0..
' (ll
ms's wvi ui
p aW ?W
zUW
O6
-{
G
1
O??"l 01"' Zpz"tFCJZV <"1'`w
?
i ..aL ?a?Zre Fl'Z?..lO?p ap
ttttyyy?.,Ww p
w 2 p qK
?dci w xQ FzF
rJW
;
p
a
r
??
ylDm6t'T-tpYgp ?Q Q??U?1.14wdQ ¢m???S aZb
?
?
z ? tJ
RCN !-b ?Q ???
t ds? 432"r?'Z('?1VJl?
%C?J Z.'{`C O(n L,IQ4FpW
.-?G (
N-
v
c7p
QQ_
7l7? ahWffl ?r wta.11
'W
zK ?N
?o N
?
O
p
. N(xF'1lm F LL1 r?.41 [II
=SF- 62
Z ?(/l Vi
U4
f
l
r? I
i. c
l
?
I (
`
?
.
???md 2?Om2?U()`YSis Na d <Q yq?cNi
? /^
zj n

U C7 ?71?d?DNLI C]t)dp<"tY YZC7Wb
la yOr N?.I kI
sd??r?t x2oh0W• d0ou0a0k 1J
3
e W
z? p$ ;i
00 w
'
!?-
pKF
a
wcart
0.- Z<M of z
z ?'z y
Ci b. Nrj +Ql/ Wg X3 M
W
ILI y ¢¢

z vi W
O < z
d

r4 ki E
.r
.
a

Al _

r
K

K

K y
K K

K

0 K

K
K
K K
r
r
M ?_ K
K r
y K ?•/? r

z OK
?, C] r K
c •
r
i r + K m r •
10
?,-
+Zt U dOA. Ol
m
L_ < s'
a
K
m K K
rl. C)
rJ
U 4
- a' 4) r K

\ 210 A145 y K
1_ NOll.011ws%) p?. r
AM A
? K C
?? K ? r K
K

y CL Ll

s?zo
E °

K -r
i , - a UW K

K Z r, d L10
r
K d 15ZI,
? K
t} V? 3y ? ? r
i r-}, `sJ y
1. ? w >rgo:w}?
??
5 ? ?zaln a
V rr-¢Q?.'? K
m d%0p'tL'?, n r
x K Oi>+?wKl-r
~

-
0 K C 41 ti (r p
F40 ya y
C9 t Cm <F-:j Ti<nx
K
UK(SQS K
?t K.J
K

z
w
Z 41 r

y r
zw K K
r(y
? Q N
J
?I r r
Ql ?..
K
wWw
61 b.7)F

Q
?dK yi
KI9>1
X N
O
K
4
4 -
d04 O
? r r K
¢x r
tn?Z _ u
y
w
U
?,
a'Q? K K
4Q?d 1
hro0zoz
F Ucr'b.
r
m
r
dZX?ss
C7 z
K
F .p.l

Q1
K
rte=

= za
U
K O
U K
U
W
n R
y
O
-_.,q u L
00
K

s
" N K r
?
l K

? K
1 y
NNV@ j0
dOl ()j r r
4
f
55*t??
CL tl
c'n'
11 f
y??
`?,?
I NIX a r
pria ?
t1. is '?O ?P y rl
t$ 2 M
((JJjj r
{
?
I /x
V
?? ? r
Ll
? Z K
p
y
?
?
V)
1 J
y
? K K
?

° 3 ?
cn r
boo

b

41
p
(
a

i
a
i
CIE!

?ea 0 v
N

41?nU

CL
N

C

O Q) z

r 0
W
_I
) CL
Q
U a E
co
?
/
?
VJ
a
d n
Z
W W °
>
dC) J? -
CL-
CY- l_L LLI
?
<
m s d
cn
°- _j
LL odo
F-
C, U) ?
E WO
z

a f
?
Ll _j -
CL
?
< ??
w N?n
t1- vJ
f- M
<

j
m
LL U
Z
Z
-C)
m
m
IFi
O
m'
o
F O 0b FF
In U S S
U
4 Z p
66; E
z
roEo E
0

.N i
i0
((
CL
m
:D S;
E
a
o
v
)
0
`
v
O
C
.3 j
m ;
a j
O
U
N
N '
LIJ -0
C
N it
n c _.._ _.... I
N ? C pry
comet: vlz ° ti
z? "'?w J e?.aa ka w zt2
2 Q.. J CCU XK4K CSZfG {? In
m
K{? p,wh.1N w? 0.pow1-. d? ....I a_ F .
A w¢33f W-a)^R4W ?Lp,_U Li?? 6 Z°' a ° ?-7a
"P ?pLa?KK 2 Ca ?ia a. t•-?
k'F z 'u ngu paL g ?$ z s ?>
py°D 4) ?j
f?J WR NQ pta p ?aU
p Ow?A6.ffi $
a ..z m aQ'QZ ac??r-? cn ?'a 1- ?.1 N M,,t
) .-- C?w? w otew j "? p J-a
lea ¢ w r
Ci F=q. "i- pSS L.J~1117a KCl vi NL,.(? WCl. In ?N>^
)tI C]`_? ] 0."1"?? 002 0N?-tC0 2C ? 722
R p
4it 7 .?-_>2hd Z(7$ 4a t? KOt p ? R a p-'Z
O'Z OON 40tN')ZU?aR p T Uma
Kpw"1
0v7K0
43
Wt -. p.';? wf/i L7Ua ,Q P Ix1_IW J La p
f.l ;A 4? Li i=tnFa?t"i?p` 0 P JR?Up2 1w NN NN t?
O_)5'?w?,.N jp?i=ww u.t tx.0 mz? p N F^hiS°
_ a- N p
2_aZcaz?m0? vmulm 'z Q ?o 0za
?, jnQ L?70O b? p UZWg? ToT tj a J-1 7m m N_aV
W, E. c -3
iic ' _ sao <tSSU c44ao ac?I= nc ?i acct i e i?ao
_ = K?,UJS `L C>U$"6h^i cJZd 2?NCKU vcarfay S3 k$ M4U
O w ? x
c Fes- a w° a a
N
r
W
r
W ¦
¢' r
`` W T
W
r O
{J
w ?
r / ? \
V?y?4
W \ r
W
W
N
A LO r
w O
Nhlif r
9 0 -W w.
dal ,?j r ?
7 W
W
r ¦ ¦
W ?? r
r
r
1 r ? w
W
r
W ¦
< ?f 5??.? .(I£ w V
0 ?r W
c- `? r r Q W
c W A CL
r 42 W
N z ? r
(Q W _
r r
wy w
3
r
v- r
r O W
?.4 W
W r
o W
l? r
r r
W r
w r
W
W r
W W
t r
r
r r
W r
¢ r r
U r
O W
W r
i5 L ? (t? W W
r
2 L) 4 r
IL Ll z W W
(? r tt?L 1 W
VI ? W
r W
W w
r
4 ? W
W
w r
? W
ti?i W W
W
O W W
m W
r w
i- r
W W
Cd w
w
? r r
00
w Q w
+ +
`1 a W
Z r = W
m la w r
o N w r
n. w 3 w
rc"-' rl? '4
O 4
L/ W
O U Z w
r r
t." Cy4 f` r
C3 lh al.'?4 r
T 0
w
r O a.. w
(1(G7?}3} r r
r
W -?
W
r
Ml CmSTRUCrarl W
?OltRIDOR ____ W
_ W
r
r ,4
r r r
M
? r
r
jc" Toil p ?- W
z
(6
O D
?z
?0
It U
W
Q E
U z
CO j
> O
0-
0
d' d
1 1 1 1 1 1 '' I l f I\ ? l i l

N
U
I--
7
Lil F 0
LtJ 0
L.LJ W +
_ C")
?; LLJ
C-) ?
U)
y LL
caJ
o
<
y_ o
V) t 1 0
'Ct'_ +
1-
(f) V I
m
U U
Z
Z
O
I
N
g?
N K
c .
leg E
NtM U
a °m
n u
?ZO v
0
z c i E
nE?d < s
N A <
4
N li
Z
O
U rn !i
? c
E
CO Q)
Z CL
Oo
C)
O `r
LLo
w
O 0)
Q O [
Z N
J
Lu -0
c
CL
to ?
ce N Kam- ? x r?j" w a_° e r
nc z v3y in.zz ut z2??
za Mn trF n> rn
a WW(? Wlal _, nola/W F U>
1L! til a XWY?>a LJ WN! n - I,- F S
'{F ? H2a Fn whlN d 21
n K W V
06 10
?cr ?Jaqlt,I?Z5 ? 60wo
F--h F'.?p NLrl Gt.,,UT?~Wq?O??j CI ?O?t/}tr
<0 0
i N(?NO}?NWN Ci C3??gCn?F41ac°ri ^y=?C]
u?Q??tz??`?`t i Wc?n?N
4.<otil 2 4FVIL00 a
d n, Qo m?n
fY X, 0 tr7 N r rJ. 0z i k-q x
n col
O?NnG??p?w Z??+t4 2N NN+]-jdfil
a soOzm4°ax?OF
Gondar>'nc,zi 'jN c U a r caa
...t r--xa??o? yr'?ozp a`.z2nnan
F
o
W tj X
O
h
d
w <Z 12
Ir cp cy3a<
O n i (!i ?? x k
tK ui
m Z
CCQ ? ? ?-a
?'ea ? ? jmO F
'A vi
w .- n
.. N m a tX p U d fl.
'-i?? n'Q7 •?? nJF
tnjl'L? qz b2
pG. oan ?:, §? ??nn
v N fWH T X Md{J ;
v " ? w
E
.- tV tM H
OG? OGt
O
NCL
LL
N
C
r
r
a
J O
.N
Q U
U U) Q
U) -0 E
c
(D
Q) W
Q
LL
z
d.
°o
r
dy
o
r
?a r
¦

r Z of
0°

r
r r
r
or
r r r V r

O Z u,
iZuj r

r

r r
r
w? r
??I

r ww
t
IL r
r r
N
r

K nr r

r r

r
Lc)
^
?1/
s
?
CL
E s r
r r r

o°
M r _

C
R
r
r

r r r
. ¦ r
?? r

3
4-
r s
r
r
r
r? r
r
r O
R
r r
r r
r

`
t
r
!L
Lo
W! r
r r
r
r

s o r r
r r
r
CL
r
> r r r ? r
r ? r r
r r . r
r
r
z
r r

+
1
r
?'u
h r
r
r 7
r

r aClr
?
r
? r

r a
.._. r r
r r
r
r
- - ---- -o'-_ -- - r

r
?

r r

r

r z
z
r r
N r
0 r
t r r

r
r
r
/
r
,? J r r
r
+' r
r /
r
r r

?
r
r
/

r
r
r
?x r / r
r r
e r
z r

x r g
M
U?
?a

r
r 0
U

m X9.
a
0

I?
v t

z
U-1 C)
Lli

}
+

^'?
yy
V y
W
CL Ll
W..?
O LLJ

W CC
CL C)

< (-D 7

t 0-0
Z?+
a
[
r- r
L
L
,
- <

Q
LIJ '._

i

n
v

W
LL U

Z

m
N
I
N
O
N p
o W
`ag
03
E
Ln u
C p p
MI
o
I?Zp O
n E
°
z
ci3

if
?
II
N
N
Z to
Q
O o
U al
D E
E
C/) 0)
0 a
o I?
ry o
O v
LL o
O m
ry -0
0
Q 0
Z (D
J i
Z W ..
9 < a
uw GK`S >-bS zo" n. o"ui
44 no if, ti+j Fte zz 5
S7i?
a m.S a-A -I w< O iG*C
CL ??V
<O?yf Gf? I¢ it
Om i>A -KO az
K?.?.:] aWL1?W? J ZG Q AWL
W? I: iA?i=ui ..f. •tY OZ ZOF
C., Z($ft
?a'ks'u is *t (.???Pd
Nmf/1Q goo
(h fi.A I' goo
LL. _)o' V) f5°
z
z ," aa? cu0e
a xk-cJpi mnWW-a
z C a q w to ?„
c?iC-w,y,?i c'wawt?7 o..a
L
vi [ w
c?
Z .= <v ri v
f
U
a
Z L
0 r
V Z
W
v cn w; I ¢;
z
z
o
?
2?" d

n t
Y CZ7 K7 ? C.A <
[p
y
hQ j? ftl ¢?
'
?X
? 6 d w ?
.
m
' vz
?
o M
(m

C
CA

z
W
m -C

in °

p

+-
?
w
tl]++
(CA aui
1Ct v,i
q R: re
L LLA
?-
V N jm 2v??' C O J
G
?za am a?

C' WZQ
on
Pin U
n
y -r

v'cingj
4f3
S W
Xa ,
bKC?J
M < Z

u

j- t l W
s?

m
m
w.
CJ ?
a a
N ? O rJ
a
`??! sn ? a

(D
? in
<v l
b
b
/ w
o o
} cl
l.?
#
tJ
C) a
t?
zw
W W
W cy
W
U <?
l /y
6
G
?N%AD
5 ?p U
Z e
or
b
p t

N
70
r_
O
> It
0
0
(n Q
-0 E
C
co
Q
d' 0-
Uzi
O
O
i
r
W
? J
Q
?U
i

#
# ?
?
M

t- 4?aw
\
n w ?zci
L
'

bg m
m Wm y
m
nd

b
Lit
o ? z

?a I`'v# mNC?
_
V

# E # #

R# # ¦#
d
+ - # #

0 _
p

ti
+
# 4m

J L(
z
Q
tii 5

46

# # #

cn
0
r CL
< n-
y
CK -
D
?.Ij
L,_-
0
to
0;aJ
hi
Q
t..f i t? ,t i A? .i J
0
iiill9WWW""""' 0
2
U)
N
Z
a
_0
f- CL
U m
Z c
C/)
Z a
00
O
0?
0rn
z C
. 3
Q o
Z Q)
(1)
- a
W
? c
CL c
U
1
W
W
-ja
ry m cn
C)\ C?
_j < 00
a- ? rl'
'T'
C.7
G7
m?
L'L U
O=
?z
O
00
N
O
OA
m
O L2
Meg
U E
V) U
m
?- Z O U
t
O;s
0
ZE c E
u
C gg
Nr3a 2 3

• N
h2, 'J

7•CJON?C'- jh F- i
C}S„??. K,a('rr; fn {O)kl'L ?' 4i JO"I Z O
m?c)t?Jq?`p ?? s:y
gd ?
? o
w
UN7
+"'?? Jb2'x'i Y3? f, 41NIY1 CS
?" C U W Y. d' 4 ?
??iJ
'"I
- E

n r
Cif 4AN f' 7n Z Z.

C" I 1 r? (L n I ? ?
r rr ? f W

I . ? U

t l ? C1 .? iar
? 'z• z ? CYO
c ?
f ) V) O
CA
* ? .,.
?
?
.
-.
1 w
( ? I
it ? c zd
N r F
?
cu'ii?
? ms`s .
I ie
r I

11 ?

li.. Y q %? 11
I P> h
-?
J to
I 0
O 3" `L

CL t
O U ? 47 O
I N O

C: 1 \\ `; , 11
?l?rl']fA7 XG8 , eKY O
I

it
O C

Q I I A

O
e I I
o
I
n
z
w
a? m

r
I ?I
k
r

N - - -
Uiv4o

F?
{
---
of
?a ?
vtV2NJ
?
- - _- I

iY
J
I
OX C?n 1<1

.
I p p 2 4 M
d
v r

LJ_ 4k . t0 Gl S
V ?? y°)?'_aGC
? in ? v?
a tJ ?
'i <s
(
[
0 fl

F [
00- { +Y

0
- -- A/Q
" <C
W to 0
- I 1
PJt 115Y
p
p., H0 W
03 CJC.3??
I ?.
?
I

I =s ? N
I M1O o Z
x w

AVa °

V

IAIV
I
I
I A,n
"W.V 7

n
0 ?

I
4J .-. b r?` ? ?

rn
y U Z .
P
- izi w- T
o
„:
? U3i 0
?? ? f?
Q '
d7b ^J? •
? V

Ala
go
n?

41
az
( i ? Yh
I o ?
?N
h?
Z n
a t: }
r-a
n

z

w w

m

oo
Q
1 z

W
W Z a
Ai ";
[KY Ww :j
Q
d 7p
mO
¢
NF< -hz a vad
®.
'
/?'?
C, al /
?
m ° <
i. ZZ J
iran ?C )
il
C
) a q
, c
z -
lO+t."2 zo
WZ7m
x H0
JeNf3l or ? x
MF-4GJW
W ><
Z
V M tl
co
U

tl
f-
? L?
LO
Ll_l +
.`> Lf)
0 tl7 0
-d
< CA-
0
m CL U
LLJ
t ©T 0
0 fn I..--
-zW ?0
0Id
I-- CL
`a 'S
L.d I--
1-
V
V
W
? U
0 =
O

N
0
s?
N
o
c
o ?
O
Nrn s
b
o u
?zo ?
0'6 m Y
z° o r8 E
c g
Ned ;
4
E
i
i
? i
? tl
O
I
2-

0
Z (D
a-
0 o
V
o O
N
Orn
Z
>- E2
Qo
Z N 1
a
J (D r
C

it

i
A/4
w J
4.NVI }NN Wd'?? ? 4?
?F n41d til00 (=r1 Q
z :3 MP
rs ?
Y?j N?(??G41N dt??I Z p
°z W n"'v W i °zp
(n?Oba`z3 v5? OW F, Uz a2 H O 11,,xx??z r?
z>FWaU? 6X??a ?0 a< Z Y SQ F
ands°a-w °Z w rTi ?'iz n? o a csa>
O C]TN+YZ dUp z? J --100 QG ° Q OWU
J4.N? r 0?`C OV5 '1r C5 Nx
Q Kb Fi w - W,a ¢ W o oN z°d z-z
c- O 4r1)FWlxM<< W50n ¢ w¢p s Umo
I I d ? w s W c o a cS'§ cr w m N 7 n
r N « v
O og, `NJ' s9 FN°¢w a aao min a'-' 0'Wo (L'
c?
r graffb(OMW ?Uap m Per 'h.
0"
U ? z,W o°° ?ao, i aW ?lv 62 z poz"
( W (0 a Q aJ-r° cv?z j a am y ?n s , o
(n Q ?ram? zW $I-'w? - Jgm Qm 10 ??F
J E WN ?? zmzJlrsz 0 _Z>o Noce on °° KN?
Q C NWVia?zN ? ?a? w ( ¢d ?: a¢e?°a Wz , 1? z
?Wc3Fm Ii
ozW n °WZ z v v w,o
a) °m w d n°d°
CO a) U) W
O Z
I,S'.zn ;?z N wzcisca ?a z5 `..a
cl ?Z60(Ni O' NtilZ 04 ?N0 t- d :E
0 Rpr- P: "4
It LL -'R^(9'2p 0 u,0 Wiz w '?_at +IZ CJ S' .J CY M 4
az ?ao i ui°*MO>Mzo°d
a, J=
® z w
L J- fug ? a w
G
2 .: N rry 'C
° I
O
``I
1
V
° LI
N
I
d
----------------
O CG yti tiJ W °?
+ d N d 0
a0 t+- z°z rY E y F'
N 40? o ul
7 n + W d
4, I 4 lil'?1 F to *'1 g?qqqq
N ?- I O `rnowx v?
+ eL ? C?
s I?
O
r I °?Q
xz 1,
- C3wz oz
I i
K
R r
1.i ¢
i
I U 10
i ce) l Lz T z
I?
i ,vim, yr n
{ ("
.3
poi. ?•` (CJ ? ?:
° N
{ i z ~
I i ? ? h o \
t3_ o \
n °
o
o ?
I l CL ,
o
I
W?
121 w
Li,l d L" ,C n d. O 1
W d yil
a/u,asr ?` ¢rn9aY a
M in Y a. tee
>z ?o
L -Odz
Lei. dWF(xt-Qm
_,?w20 )
zu)ado
i oao?
UxMuz>
z Q)
y
rTO
V
tI)
LtJ
"l
LLJ
0
<n_
n_
CD
Mw
L, I-
0 CO
Lj
0 W
?
IaJ
U)
0
Q
N
LIJ
r
_J
0 Q
0- /<t?
0
z?n
Qt„+
rL
F
F-
U)
rQ
1V
W
UL U
O?
z
O
N
N
m
I
N
O
rn
00
0
c -
°9
NUtM
O
M
t0W E
0 s
Zco E
c
N?a 3
Q. C
n

cr-
U)
a
c
I m

l o ? I
( nVa `.'.. O cl"
I

I
O r Q
LLl -H I

J
(n a
E

IT o
I , o
d _
Q'
I All; a - --1
r.ov,10
{
f
z t•_
i
i I
ce X f- LL1 z

o$a?iL
G
d ?C tY
I
?m•-Wd.G
I ?
?
a
Z
I ?nyJ1 "?"{?
y f
Z

,
y 4 ?a<a`d
?G L- i
l
Q
(rG
I + .t ?w
?1v 47
-'z
A w- .,r
I C
U ???? J
_1 V W W
aK2
"?
?
v?
I til
a ? n
°F-
W J2C?
-wpb~A o
° wajv
) W LJ?? I
a nv

'
l a
^
Z?magr-?QU1?WQV3 UZ4
. i. .A. QdW ?UNp pat??W,?,Z
? d "t'CJ
;K ? L
8 2Cf d -1U
bdC?J
n .?ao?-??zo r. ¢ (I
tO 1
? jt_
I
I lt? ?*?ZGq t--?G?J? 1 Z'PO

Utz o r7}cJGPF?rcx a F>-?

wrzcs o??l--<9WTLt?
° d a¢

I
p Ll oz
°z1UO?ZG za
i..ji{???.Z?LJZ YI
i I -C, ?.C<
?a, rG C7
a
ti P - oq° xw a
C' i I
A'g2 C'
o
m
( ` Z
`
? z
}
y
4q(a
tAi
}2C3
uJQ(?-?d? ?j??
??
7
I { I
?t
JI '
Ut

oho
GC _ I ;

yi
I -
U? ) N 1;,q
a.`?ca zS•xFiJJ= Gi.JO
a-
tl t
z z ar n
Wa°
n "abv'K
r 1.1

? I I

II
,
k? ? o
?
?n
'
?a
?'?
"°' _
?
?
z
? t

^ (
[} no
>ak
rie
x
((`?????N,WU?¢C>Osh-C ?sG
i
ic
a
tnZFCC CY i ?
i {
I
. a t z
? I v } u?;y! ? G r- d L' I j l l
k ti ' Z ? N ri v ?

C?
I M
? ? I I

?
I
? I
1 1
I ? I

?
I I

M i
I
i
AVO I
1 ? I t

;t a cc

i z ?'6 I f I I
+ z
T?ivlk) °
a tt
p
n I

A ?
?
i z ?J
a 1
i t
I
I I I ,?
, c . I
I { Y 2
co '
I p

t Y
P.,
i I
I
I
^ J A '? LI /- 6-
1
I
I N
O A
Z 4 ? m
Iiu }
Z L? t
`? 1
l
i

?
?
^
? i
I ?
d LIZ G? ??
a
1..m H'- -Ql [X:
q tl ? q
r ?
ZalU-
?
I I
'

1

I
W ° °
w= z
LL
?
a 1 1 z z? aG ?G
U ?
Vt
r?+7
' I Y r_
O'
1 C
?. Ti?C'J CyQ d°
[
WFZ Wz Qz ?
:? I
1
?
-
fC? u ?tJ Ci F ¢F zz
?2

1.

v
to

?,gm X n

aG I

z
x

1 Q
O -
. a
a a °z
:2

?

I

t
7
Iht i
r
?

w, ml al ,"4

7

I I ? N ?

C3 ?

? '
1 I I

Avg I
I
<<
'- t
I
°+
I
L
?
I I
? I
i
M ? ?
LL
,,
G y"^ I ( i

< t
I I ? I
{
? 1?
? I
I fl
_C I
I
I i
I
I
p =t"
G L] I
nl a I
ItaIF?
N l:l
it
i_
I
I
j
i
i
f
(
i
I
I
I
i
C
1

I

{ bi W
z!
? 11 ; 3, I
I ? I
i G °

{
,
i
t

f

I
t
! I b?
t

i F--
i ?
i cn
t-
I o

+
o LJ

- CL
CY O r_
0
CE >-

I 7

naW C
fa
d
o
C)
<C
z u? _. s In

? N

_I
C_
i?
N( / ry
?
J
-f
V
I ?
>
Ld
V7 C!)
I
i

W
LL U

Z
ZZ
i
( O
i
jf

I q
N

I f 0
m
N

I
t LL
? o
C lpp•
O pOp 'O
U
N
1 ? o
¢$
2
S
azo ® b
I i
E
.Eco
I Nr3R 3
3
? I
I
I
i
t
{ i
i
c
?f ?
O z b p p 1 +?{
fll? In Olz arch n" rG-
Ljw< 11 -T
0,60i Ozo
Zoe
zcn rif a 3po°`i'
rfh II
T S2 X , }-rl
?alt?q OLY
''47 dt - ??KG? ? tJ Gp: 4i
Zqj
E _a 7: to .&
in-
a [
? rt
?eS IJ 0 06IW= t J.?N nD
o-z
_ Y G J' l f4 '7 u) W
CG
'°aro[Gi???a??e
71,
6 za `o'
pzm cav a?
U
N
z ?-
M m pw
FZ DI
i n
? as
h OwGF
ZL `t'
w2
5 <
fAl Vr,7
F- Q1 ?^ O m x
h-
S z
mow
G a, q
m°u to w<<
p U
p
a
u, ?=
? lc,
?
w tz
0 <3 a-
0 )
Z
'Yp7
i-ta
- 0.U) +t¢ o in
v ? w
° ¢
< a g

4
'
.-
N M
V'
- cd wi ?' L?1
z
C t t,l
G1 U
-7
2 0.
?,u
t (/ Y
I ? ? O
? T4
O U
+ W
rr G
j 17't;dSV Q
h O
} 4, -
a
"
.rms?v z a ?) a o
ZU)
f > ToH,
w 7 :r
cajr¢ce s
frd P
yd
CS
W
I
I
?I
#/0
?rorrv
+? J
aazz?ni<a
J
o?
?n
¢ ui
4- ?
U N
a 3?

Mlu -?
Y2OtX.'J pp
a CI
Ava 0
J
O ? ?w
r I Dtj
U
C3
`,
c
I ?

=r

3
pp
+
,
U

Ll
t?
o
n

+ ? ? gK
?
u U
?+ G
,S G
I
, U i- /J?
I
?W C U
N
Ii
V
O
O
O
Y
-C)
U
ii

op ? C7 0-- b
O j
0. tK
?y z<?G
MCI r,N
i rssr ca ?
w
r ?

h
r
O?
0. u ?
_0
?
O
0
Q
o

c n
f-
1-j O
In
w +
m (? W tSJ
4? LLB
era ? ?- ? ?
0Ui moo,
<_O
- (Ja z If)
+
<
f
Q
?Q
W ?+
L U
O?
:?i?
-O
N
ro
I
N
O
N X
}x
O
C
r-b
op
Nt I S
MI 9
LL
r c? E
L"wv Y
o a.. a
Z U E
n E o 3
N§. 3
104)

1 G' X ? ti
7wh
? Q?i aw?q?c?
a .trai j + "? z
Ito _.a t z ?? ti w z
Ca w o <
d
h 'm
t4}
o '
o
k1lo r+i
1
$
L
?i
U-
O
w
4ry'1 i-- h
o?Z-1»n,ro5z? °»?? ? awl"
CICq Q??W Q? S ash (L?tJ
Sc,,,co,,e7?tw a
iE Z 2? a2?T-LLJ (3 o'Q Y o
GO O-w CL » ,Vi
??2(dj?Wd???F? ? *K4tl
aaG
pF ??W»c? 2 C5 ?^?d
?`?F?Z??1?QCC C)W z4tt'TJi?w??
,4`?nrr
om?aF-8EwcG? a? o 8o
hooC4 orewa-z i,wzth,wo"
?iS 'Z U3 t7a$? ht+' Gtil ml dts.NCJ
??"'C541?w4
o ,a cm < Ua is»t,JO a W
jzFv, air O U, cn'z n:u
» W J N
u a ? ¢ d
J
z
» .= cV nj d
VJ
Qk
a
(A 6
z C)
r Z
q?
U
b Em
lF 4. 0j
i ?v, xo
lt<? .4 A6
?pX C L
I o
iy m
1 ?
1{S
S
o
1 '
m/a
I
l
I ?
?:?pWPU11 .?

.
a

V
m d
0
CD
C;

O
O
C
O
V 0 Q.
'0
M E

?

?
I
O
?

t
?i d
u
»
l:..l ? xhinw
c?¢d`
vo
tx
°o

o.
+ ? o o tr
Z_
°x

a -3- w
ca
d
?tLoi
a
w
2
\z O
F-
0
?
z
a.
Pa (,)Owl
znaa'.
p
?? O tai ? p
{
?
t
.a
I

Imo- era ?` =- ?; ?--
I
?i
o ?tt
N
z x C}
pp? q(n 4?7 tV?
??<9 u ? ?? biipz
?-Z W pZ N5
- 4Y fj (yC
f-
d F4 d2NW
cn?2 z ? w? c)vi?
yj Cj „X <(
?Oq a_ - 1.
W
KbC1} .[C
'a 2 XNm Mr t1.
IJ
R 4
i -Z
V M
R
RE
®g
z
F-7-
t1J
Ld
ec
r? CL
0
cl?
D .`
r
Ld
Q
V)
J
f.JJ
r
U
C)
LO
in
W f'`
O ?<
? ?
DL ?
C) Q
< 0
Z :E in
J Dip
{f)
rQ
V Q
W
? U
?z
O
I
N
0
iA
Nx
m?0
Nth $? V
cYa 4 u
M 25
r c? E
b°` n s
zEu E
N?aa 3
T W
s w nw rr?--
j(y ?tJ 2'?'o.?'"lalr
Fz?"O {Q ?*c z;Gp pq
¢c x? j?mWC
m ? i'l
alN
aJ I+..N> W ?(
4'fl. gWU?,??2C
!U
K ttr)-WL-O jI?J^ VJdIn
.010,62
aF a"? ?- R U w2d n
?W.7
0.C d-r G]Z V 7 W`gj
.g
W ° $ z tg
n ? Cz7 'C C9 U
u q
w ?? 1
CL (? ? N
a r°?
Nna
r- ¢Za
V? h
O ? ? W
6
x Z?z
y a?
0. q
q L d
W W +t '? L, F °i z z
h+lh Li ;?'a ?q??? Z I ?aa
aI j
K?
CC
W
?Q
^?L-.
'
)
Z z?2
LC
0
U6z? M]m Ul
F
K
`^
SU 4
-sF (?j
z KzIY
U?. b ?Q W N WCU)Li":NZ
to fx
try(? w2([[n?o< X
?
Cj?n2 nW
C
p ??
NG 0 I>_
.
J
j
1
1??
n41 CL tsl Le/F-S?VU??ND. J(j')C]
04 {J l
[
z L) U < 4a1 (
l
W O
7z E'1' W n
W + 1
..
a
,
?
y
fi'T.. zti a:z]4QUdVSi aS (FKo N z.
h s

C Z,
, r
ui ea r a la
-.-e,.-
z

t

I $ I (
+
N I
? N

I
g ? I

I ?
? +
N i

R
o li
i S
I N I? i
I ? I ? I

4 p
N

n t'"
W
LQ
I
I
i
h
I
O (,
+
N
O
f
W
J
'U
^
vJ

a-
LJ..
[n
-O
C
d'
O
d'
O
? U
U) Q
E
c
Q? U)
N
O
0-
0
It n

L
Go
o
I
I ?
`?aY ?I

+ la..
I Lu
`_

N -
h
d v
I .? I
I
O
0 W
N INI tY /
z
W I a
n
z

a 00
.» N
:N14
- ? I O
U W V

J

pz

._...

O W V

C VJ
I 3aY to
CL

z a
Via` ? n ??z
n:q '?' Y S'G +{
a a c ar¢
z d m z2 N z
W
TC? tl ? U-aC
?hz o a FWD
Wqp W y Val
M< U4J NW a?
q
WM r0 MO gzn
L
(JS Rc d '? A Q
po,, ° -'
(/y C7 `6 'GP?II ??^^
zz
U'M1J? Wy) G?> O?Q
S W
F w
.- t3 M at
!2
z
q W V O
>tl6?N>z
a
.z f}rl w <0 Ls
+o
Cz1 .`r r- W r
M<o +L W?WCCV
z
d
JS zi
aWF-Sz-
U2'CA N {T
V

z
0
V

WW z
?
:?i
0
g LLJ {-

0
Cf _
LLJ N
J
dCL
U S --
U -- <
? [L
(f)
CD
Lil <
°
O
0
>--
< _ O
W T- (:)
<(n

0 L J
I f n
_I :D c)
t1
<C

Cl)
y
'Q
v
W
U
Oz
O
I
N
O
O ?
a
N p
Cl.
oaf
00
yU ? u
00 N
Iz. ® U
c
Z C o $ U
n _E o
Nia
m
N
Z u)
a
O_a
I- n
U m
? c
Z a
0o
C) 7t
O?
Oo
E- L
Orn
Z.3
Q O
Z?
CC (!1
G
a
J ?
W
C
? ?Ur<?5 p ¢
OMF O;E- a oak
.f5mUO-X-ml o 3 :1, cry in _, z o
oaf° 'n j ° In a°w
9b h?'I aUmnx Niy ON p -Z© ?W G? laj late
n Zl,tQcnzx°? 1 = ?? Ja x n ?Xaa
Cp. ?i oa`L OK" n ? Op O ° OpU
Q PM ooz a zwo s a
pp,,..
4,N ?'
Q Oij 1 i=?UGIx.J_. 2/f t}3. x0`Z ?j0 ?- W O-a
yg0 To Do, p<nw??l- _m (r>W 41a?j Gal
4-p~?` d N O m N 17 n N m N N O CS
Ci `!Cl>"n Nr''Ixi tjj C'3 a?° m? Dial U34J N~
Iff rz-, <7 P,, oz
r Po ? o« u ocxia ( u FF mz a?+' an orb
,'lamwQF4-"id Ci ta.Fl= K1 ,K ,?'- m gm I?
nN H ?J4tN lJ C7 8 N?"' ? 5 WrQ
_ a[e,,NUiGt1..0N (A6,, can won n
i"z°2(O??U WO t'L- <Jb?m < cL' Ni,Nj OaCS yY =KJ n<w
Q .e ?C7 CJ CY. I?ii'x F- t;t?NGwP30N w ?. ? v Tr {,q M4
;;fjrGe cif`a'cr.zn Ez?O?lrGwma?..i`o tt. _J w
C?')SY ??O{?K 0<- alsl p..Ja'011 OS C CJ f7
p < lJ n.O
p: w LL. 7_" 41 0 E. (9 w o 'J .(150..._--_... 2 4. W a
z n-6w3: >.r Z, LJ lum
r j iopmc)
In I I G cJ xi v
< x
°o
N
I ?
I
i
I' I o
O ?
I N
N
I
1
I
(
S I
'u I
I
I
(.
I i} 1
I I
I (
I
I
I
I
I
I I
I

s
+
N
0
m
N
l
N I
l?
?I
s t`
n
N
o ?I
0
N ?
Le
?I
°O ia- Y
G
N in re
r
W
Q
U

d
c
ca
a)
O
n U
jz ca
E
C
>a
0
Q.
It d

o
N
os+ V
TT_
a J ad r
I ? ch
q .a
Q K (n O
I `o
5

U
?

f-
r
_w
? 0
lra
w +
Ln
0
cc: w
C7 a
CY=
D Of
LLJ 0
I.L~ .
V) I_ c`

^
IV ?
?j
<? I
y
?
t_,! f

IAJ {t

v
W
? U
?z
0
m
N
O
v

o°a
N
LM u

4 Z M
O O
m
V
sr ? o'v,
ZG E
E
c
N?a s
m
m
Z o
_00 I
F- a
U rn
U) N
Z a
Oo
0? o0
Oa
F-
O .?
f6
Z 3
a
z(1)
t
W _0
I
C
+ti{ady vi ,nq?`? ? a r
Cji-+"`(A C?j(jIr ?`. f?w2 W GyK a!
oa
0 -yF , ,xn°rrz ANC'
<J U: l,t?tY alil?F tai _1q"C
bow
Cy p? J?C-'a ry O
} 2 t-taJG ? ?C?
y1 -)??j?h 3112p
MJIy?4 F=jj'b Q?Uw R. °o,
c? t'z F, d. Kz cS
?I - z' rrwy cJamN"?`??
t - ?OCl?GLyyul?w?[y (??y
:bi-Z .1 Uy 7, ow
zyu 0?w
I` ;`Zlw WLx1CJ z
?'°wmdoa
0 .JNwt a.a c9 F
xwn 'tea
la -?.G-la.(-GU2VSn w27=CL GJ
r~
CF Ci d W
°
Lyl
13.
I
/
z
o?
41 ? W-
Win.
oQ LJ t <;-
ar
z z w z
?- Z O K ? txi p
?1 ? G1 w ?- CJ m }_
W W
' Nwwm 2? ?f] G?Cl.
_y25 4. •E a??
N IQ c pF?Q Wd *Q
L 1 t?ji w
I ¢?? x MSG
d @
F
Af8& .??
.- N M v
I $ t,
N
I
I ?n
N
a
°o I
N
b I
N ? -S
G
ICI ? ? ? ?
?? W J i--
CL 0
( o re vs
?F
°
°
-Im
I y ? y
N I ?I
R9
+
I I N
N
I U
+
N
j N
I I '
"? LC VJ d
C Wn_C7
N. Lc. ?:EOpp?n.
: I j 6?W CC9
U. y. (i C]S
t N
I I1 ? \Z??QO
- C
a?
or,
llllll ?.. ?....y
°wmuz>
rn _d
N /
°

w
i a
yti / N J
Co r
Q
E U
c c)
m U
i
0
W
D0
°
ZN
a
F- a
U rn
Z °
00
v
?C)
Oo
I- N
0m
Z .s
m
Z N
_ a
J ?
W
? c
ld
w
0
<
CL,
(?1
LL ?
7 V)
C) J
I--

0
In
C77
?1J If
?r N
!L
(5 <
EL 4, <Ut
C o
-C t._
?(.)0
S (C)
Z +
If)
N
a
j
m
? U
Z
C)
t?t
0-

N
grn
N
0
O
rn L I 6 ?
M ?
lL
L C py
a?i ?"? h Y
a rn.. E
zcu y°y
c
N?a ? 3'
P m T, :? W _, :?' :
y <>?g
V.
to m E
U ij CrIT, , d 2 b" 4 -d -<
'P jC M 0 0
ZI P?
za 6;?Oo
[MJ P j P 2 -,-0
< 6'=n MgZF?vw
m ?r?,6 n F
< <uz
.n j?!re,,-0,0
Wa. w m Ij
r, a 0 , n r? m a 0 z
06 wa
F- r- r, z to z
W<S?
Z,Z? :j -0 Z, Z)
40,,G-zzft?zz<=,06wzO F-?364 a
X-
Rzx", P0.0, ,0 "r"
7?wa?Nv-ct -,050
ch 0 0 -M,Xu , z
0? ? ,
to < hi
K 0 Ja- m
ftl
--0
uz z <6 z C, Oll
:OD-
rz
0
to
C.)
AVO
cq
co
CL
6?
C:
m
CD
,It
0
'0 E
-0
0
a
0

Li- >1
?d a-

2 14
71

CR j; ;Z,

m <xf?
?jz
QZ>

Av,,

Ld
en
9

z
ut Z
ce

z
<
m
LA F5

re
to

< -f

re
C,
D
t CL

E
777-7?
oz
r
4j
w

N
CM
0
U?
z
< CL
(D --?i
M
LLJ
2-U)
cl,
0 Lij
(n
<
0
0
Lli CD
-J r?
Ll-
0
< cf)
0??O
-T-
< 0
-E if)
< m +
-J ::D I,-
la- 00
N

U-

cli

C-4

.00
tb

Oa

I"

> I_
U ?
X i
z
< Q
ah 3 0
r
C.
n ? r
u
W
F ?
c?
11 M x
a
r X01}t ? ?' Z
1 J ?
t O
Q
°i w
tl ?? o
? G
43_
I
W
w
7 I ,a
a IN
0
I
t?
z
?I a
I o
M it h
M ?
i
z
4a
" G
I ?` I ( is I ca
M ?
? '!7 I lil
SW?
4? 1 ? a l?
. / taY t`n
I I
I ? I t? ti
O
I I O
j1
I +
?
II ?
V
I M ?-
M
I ?I
V
O
O
I n
<
a rein¢Q
GtY4.?J?k-
.? ( I z
? n- p eCaY1 'G
¢
1 N D.
O ? 4.?'' OGtt t.1 (7
+ O? da ?gyCOS
M ? ifl ?° 7 N?.Z[O
z Z 1^
M 5 [C `a¢?`Iay
ASJ3t ,4Sy .. ?~ ? F- a .q
ZVf?rrdyyp?
aJzz?.J
D c z ?

«? r `' w? QyWy ki < z
O N

lU y z -, z (-Z, F } W
:16
d'? a
gNFW ocWia 4.m sty
O
=
<
?
`,/
µµ,,
??? ° L
Y any
< ZOO$p?F
tb? fLO?/j
in
O x
a
r
hwJ x
'a
?
Z
dZ
a
¢
?
``ji ?
re
tJ
Lt
L i
s
d
ty n
0
CD ,
Km v d a rZJ ?Z "CF- 1o"o Z, F
°
a '

a tar J W y <. Z O'' W F" ° a C7 LY d °t 4' i-
Ary': Uy phi t t Vi
Z, q W ?¢fn6
?
y Qf-
d NZjQZXZ?Ut2s¢ ?W
l-N?U 4. ?dy4y l._
ayw
CO
f#J
a y
yOb ©
p
?
yy
l.
F-w!jz '.1QW dW?? a1-:
16 ? ¢ G
t
gy
?
:
?
d
Q/?
In
-p C.
E y
m g
Waa
?y '. wW
C.>ph
p
l EClzG ? 20z Z
Zo Ypc.'i-
-°?W??ry¢W?<hwo
z¢ ado
?uaFa
`r
t 4J
?
,
aF=??
ro?as '`<` oG ?? z?x
°
N
n ¢aaoz
P. MM " 0
o° cN D Z0<< LM?WOc aoaa"y
2rz, y
imp ??
wt
G2
°y99 o
ce

C) zl
i-
z
na
, n
r
c3
?z? 9 U, z qua ?Z°xn so daoo, ? cnciooc o
>
wat--«darnaacac>aa<
0

o _
o da dazaa
v a o W
d w
® a
z .? cv Mi .f

t
L
1
.
_

LLJ +
i7
>0 w

: EL < CO

-
t 0
0

2 V) Z tf")

F ?D N

w
i-
f--
rn

Q
? Q
j
m?
L U
O S
0
m
N
O
Yv
N
W
°
oo?
?O E
L)
NL ? O U
n aXp °m
° "y o
?ZO ® V
rom ^ E
Y ., s
z°cw E
ME`° ?
n? ;
if
i ? +t Y
a
-J CJ -"C
1d--' ? ? O{dN
Y C-y
14
'?Y d Ci ? u©
2 A Qj ? d
.. ?, J n.0 <o QFf=
C 2 C}
z f5
? Vd ..7 till Z `z
t F? 4 tnf5
...J tlJ T., _- .JaCJ
fl; N U ?
q M < -
h
+- R1 pj y

O
r
W
J
/U
^
V )
i'
M
U-
0
+ u
i
u..
00
a
n
LL
tl
o
u
n
w?
za
?z
J-
J a
Na
d
ry
C
(i5
N
C7
d'
O
? U
ry cu
cn a
a E
c _
n.
O
CI n
I 4?
I O Z
z CY ? CC
?/q OF 8C?
I 17b'1Ed>V F- z J
O I Jp KZ,
I I N `?
O<
1 C 1-
z CL
^sV0 Ow. \ M a
O?
Tat V2 VZ;J
' I A
O
S 1 I O? ??
jw/
Y
?
i
+?f f U'O Zi-041
y 2 ri Z 0--J
/ ?Woo-
R Ol
x 0.
uj:E
N
? o
o
„Sw '1
rGa I 3
o
w °? CJ IM Uyvidw
Mfll .=N ffl h r
2
...??d °?
O
Zw
S
11
(y
N
Kp 9?4.?ONQOtJ1 VI <?CG QQ41 04"+U 6'nNd
FY
--
,,FaZxZwc.?nwcJ
zFa
'
?
? p
!
4?W ?
q
j
N?
a
Z
p
yy
cev
i
?
WO U-a? N?t!?nw? ol:. `fdw ZF 0-
w
?
w
r
4J
0°
?

r-
?<Ow-
?

U
za
o?
?
z_
0
?1U
?vJa°o°
"'Lipw jbzZ0 r cn aa.z??Ir w mW
ONF"T?i,J
c?
Jq?
?ai
? zo>
o
a??F
mx§
<4
-
-y'
,
(..
-
n (dy -(?? t.1 '.C d
-OrrFiw iO-
i
Z z
F
~
QO
4
M OC9 w
`I
yy
C)
t
n? 2 Z
(813 G NN
6-? Z j
iyQ?? M,
K
?
Q
N
?
W {-
Q W--
4
b
`
`IOL]Z
OZUZ?..?K
°?`N
6O4 O'co?,
iCJJ
?}-Jdn?ZN6????F{tZ yZ
W4T??§wKF.F2T.w.l
+
UY?
(?
C)
-
i OlZ
f
J
Ina?p J?il
? 4.1

U
O
d w
F-rr CJ ?
f--'
?O
il (Ft-
I
cz no, to CO
Z Z??dw CJ 47
4 rLOZI-(J µ,
G
dA.IOw?
V
I B
U ?Zd U1
<<K4C
a
1
z
tt'fF-?
QQ
{al li
V
l h' p' } ?I..I I- Z k?1 ...ij3 Uri
flj (Qj M-2 O(?f1
'
=
R?-tfi 4?7
?
O
?d.1d
UdZFOw??wBC
I 7 ZJq'0.7_ Z dT J
/=
ZW
n
d
n 4
U KKO
UO
K
JZ!-[]
i-
?A Q (
1?= .
-
4
J S
D
O
U
F-
Z OZ4< r
w J
n ?F ¢
w
z
F-
O
Z -= N t^S

.t
W
U
Q
o W Ln
t -i ??
Q?
C 0 Q
? CL CLQ(n
GO -
LLI
C?s _ r
OM
C7
>- - 0
U) -3- Lt)
0ED
F--- I--. a_ ?
<
Li d
(n u)
r=
Q
Q
U
U
OZ
O

N
O
N ?
C mm•
O ? Y
°o E
V1U? v
L
O
oz °
U
Y' E
Z c o
c
N?a s
1
L

J
J
?Uu/
L^L
I.J. C ..... .............
a x
L w"
aa` c`a i5 Ana
b? n v
rn T ;? W
V-
A° 0 a-q
W¢w . s 5 u F
in " a? a
min n LL {-i-CL
m,?7 "? U1wa
??Nh J d
t151
1( , t tiZ
Mn ?n G
c) t
tQf C1? ? M}.U
- I w
l
J
pt/tF ? ? ? I [C N
-- o
x (
?r xuanm?
C? c3
O
y as • ? \
t
I I c?
? ?.a I ? o ca
21 w J
<a z
? ? d ? I Lz, fT. Gi
Ir °nD
2
at -7-
loll M
I
o
o
ro
I
annv -/Os

O
_O
W
J
U
k
Y
r

< T? TW W F- 7 N q h- x?
J 0*4

°
G
e
r FF=
u
?°..
cT-°ii,.?°yJw
izti omi-JJl-(CO'?1 z- 5z3
y; c
ib
S. I ,V}
W" Qfw Q, 8Qz
4r f.1Q}wz zClRNti)zN Z i J2WbO W
A+L
~
3
Z
A kin
?W ??4t.!
S
??GS?
'-
0y 0 N
Z6
-
ro 2'i
?-A
J .'Y
F4JNZ
}?A FW ZNOj t
1
?
W?
J
-?B
?
a? ?m
`
x
?
ms
Mino
UG ?a
a

0
-
-
m
a: oz,
O
r
i
dc-wa
=a
z?z°„eer
N
w'?Z
a°°
o
o
N
va
?
L
.]
z
W
a.[O.G?C???=?E]JZ 'Q" t-??{}?dGN?? w
Ic1GU„1'xN //
yy++

?c}N??K [Cy N(K?fa iVi``?l?<?b;?q^uNlW +pt'aWNY 6w q.N.1ngW -
O
JHG "'? f- QUg'MEW
? n yy
..
]r
? z
N
?zao
ncEic?it"G macnc?iaoan
oaa U?Q
i
d5G=0..??IxiU?4Nd?5NG?GUU dCJ6dGZ UU
?
p_
tl1 U Fes-
?
' ?
W lJ
Z
'
<
L
b
z w ci ri
d:
cn
F-
JAI I
a
E

I 0
CJ to-) v

1 1
1 L0_
N 7- ?_ o
\ ztn LC)

' z +
`
rY
d ter. cn ?--
W
I-- {- Ja
CL i
N 7

Ld
F- ?

s
a.
I ?
+ a w<?? (0
n eg,'xi all W
M U OTW Ch
G_ `RA
U }W0sU
Q
fL ?_.p°Z2
d lot
I I ? "mail ? b ?j
id-"a
y 7
anm U
C6
HIM ? E
(0 ?
O
I I ch d
o
I i? a
G
1.? O
I M ?
z
y ?.mz
d
0. }t J w k
`/
z
J
c
ff
? i
Q ?
O
U
W
Imo,
Q
j?
00 ?
L U
O
0
N
CO
m
g?
N x
e

l
i
o
C -
°a
o
0
U
N
S u
?
L
O

ILZO O
U
r?o'rnvn E
o •,
u

zcm E

of ? a 3

6W -0
I^.L ?
7
Id
W
+L lL

a,

F.) c?
'i 71 a
i.,r O
X r
C) 0. C t
I'l
1'K

z l
I ?' i
i ?
F r-
q'
K l
C
J
n U V
c 4 :a N
w
` c
LLI

' m r F
Woo
'`GGG777, ? CO
ix U<JC J _
-Id? 1
?s
4 C? 1I
'}1
If ( I.-1
[
Z1 .:
k
V
Ld 1 L 9
u.
9
I 9 ,., a z
t?
c
?-{
< l?. Q ii •j
a' N
g n ?t z
I I I ,,? a U
a
AVO
I M? a
o I
x :I i V
I ?
00
al <.i G
n O
f *?
I
y I W
Z"L
I u(r
ff-
I s !
eC d.
a -
N lu
1
a. >
I ?a
I
I o L
i ?
DiVLtJ ? '
r r?
C, I
? I
U ? Q
4. q
n'ry- R lam''
C ! MJn 1
? ., zalvan
t I
1
1 I ? ?J
I ?
La 1
i ? m ca
v
o

II ? U
co
a
C) o
g ? ii
g
I
g
g S
O
F
Z
E
U
?- L
o
(?z
q Z Z ((?t1 C7? Z!titi co t.i a: z<
fit] J
4 0 Q d
4 41NX S i-Yi ki (Y1 rrm`n 1 m ?of;F=w
4iz? i.? ?9 OI'IU?C...S UCibF
-JU lil J fa N- U? (? I(?y i-- ZTIC Vr 'xQ
zz p W a ti td .1-
ffl
4
?? ! zr?' aiiiiaO° L 'WD
WOK
UFO{ .:?} C ji >9h ]feFC7Na 4 N1JFlRd'F VI
`cal 6[x<
? FNazcc inl hulrairi,.. in Di??f zn,F (-?i cn a"i L'0
unn
z FOti?G'-2Z C>ZX4rG CZJC ?`y. U(a LJ C)??c]0 00 Zmz
W{l.a ?C)U()<:> L]?nQCiU000
UU
J ?
lal UI
(N CJ ? ? X
O)
i ,
CIO
U
U)
L1 O
? to
W ?+
fY'_ J t
n_
LL-
0 0 - Q
S CL <tt)
mot. 0 O
t!? S tf'}
?:... y +
CIO
0-)
0lYl K1D
J
1-- f-
Cn G?
Q
5
Q
W
U
0
m
N
O
pv
N O
C lL
0
yUM b
L O
O
IL z O U
0 n Y
o rn ..
zcu E
nE? #
N?a ? s
{
v N
Z N
O o
t a
U rn
j 0 v
'
moo
I-
O m
_ i Z 3
I ? ?o
Z Q)
I Z> m
w c
FO I.fftn 1 FZ?zm ?w
?¢vi?a a c)F-
chi Z?jz 5o ;E o z
MEE za.
`tN 6-W-. b2n x
N a?ppa?i?aFZ$wWgQpa
'SQ ?4L]3 (S nlq???aal0
-z jz?a N xw
7 ZOZZw
a°bcn4cics
z3za
N2 VI?oJ wWl-()p K g1.l0
X412 JVI L7a S 6:FN
qm ? z
1rZ °an ° I
o ZN L
I F3'` Q QQ FN5
,,_ Z, Li } 430 aA N>
Q, zw F`v az 6m CK
Fn Fr
0 F-
c wm? C) 15F N<p S;E W 0<?y ?; a fd
y}- °Vy.3p 4 ?j KLl }}}t(1 a<?z ?la1m VIQ
a F_F-aJ?QO (/11°-°fY ia3? U 1,wo ?2 VI }Fa aQ0 ?K7F'OS?.3Ux
' f N.Jo? Tl li lYl IiiJ ?/3 ?y 1" w o a1 i?l .. ?U..? iVQQS w aG7 in M F0
4f
UQS 5;0O •yyYQ?pn(?j in pO .¢- = X
I >Oda 1n ?a 4 i QUO zOate do0•¢ZO C a 1 z 2
ZKbdO Ja O(rnm4? l-ZUS"r in utx3 ?ppJ?K
cu Iw adp•a K?3 t/)CJ maZW Owl' 11
?-Cl •K'4+V} S.? N ri d'
o } OFinh>?? ?viU jr?tzi,'CiVid
GWl. lal ulLL bZw 6m. 6'S 2d,2U 1x16.
+ i I °oz°w 01 Jxa p. ?bF?ua
f 1J1-?m?F Zar-?a ac?4?-¢c»n.a ?Zin OCR i t
- -W., O 3 I`f,l U ? w • , '
K 1-
SI] N z I yf? ? 3
K -° - t
/ 4 II
5 blla z a r vi
Cy ,?...__ p K Q ) LL? 1- I t
?aC3Caa x- ' ?7? C r
A V ik [] -C a z
131 v1s;7 .W4 3 a !yl - li-
C1 u)
.L 4- Fd ?? t I4, 7
Sb Lr- o ?•a, zre I
' 1 y C0-- y
rn aC)? a w/ ik a:
Y.L.
n ?, I a oci?c>?i?z n n `i z
.A U6: °xOz7 as
01
r \
d M
a + ? 4i 4
i. i
b C/ y i
z?
in
Kin
I t
0
r
1 / ? 1
1 r ?
W i
V I
a' zz
za
< < i I
? i s 1 ? Q ee ? a .. i E
A
J
Fn d
I
U xria i (II
O a Kr .? _ -..-
M Cw?¢?d?0
1 M d D miq
< ba_-J{S
d0]MrZ O
`yzz--laa ? i
w ? (0 ! .-... ..
1 1 z FK r
may cno U., C)
Q' ...
°o U z (n,) _0
o °
rz?
\ a
13
z f
\ z z _.? ......
`,, Z py
CL? ?. '' U
oily
OOY

F-
U
Q
?U
ZR
z
I
I
Z N
_OC&)
IU rn
C
? •E
Z
m
Z a
Q O
V
CD
00
0
z .?
3
Q 0
'z N
Q)
`J Q)
Lu
U
}
O
?Oc
U n-
D
LL ?
0
U)
l
n CL
Q
<c
N
U
d
in
?r
-J
U3_
6 - Q
??Cf)
?- 4
w 0
?CD0O
.I. CD
Z
D N
f-
Q
j
? U
0 =

A
N
O
03
c •
?o9
`o
«T S °u
m
0
it Z0
u
t o o? E
e m.. n E
Z .G
m
nE`o
N9a

a J
*K r ?:; Y "C 4

GI CI
t
Q
r
1
.
d !Y.
I.: i, ate,
O It,
Y7
I l
C, J
iu

l, I rz'
Q K
Q ?. o -
UK
r?
? yA?Itzt ?, Gl fIp A
U.za

c
u (?q
Ic.t C=1
?`G
<
,b
?. Z
AS
I
?fhM
+
f ?y

U L" w
.1
o
L

a
r=
ca ?-

0
0
T--
f
6i
J
'U'^^
VJ
LL U
of fm ka M
°o F zK ¢=k-
} 'I
3 J ?`.t Wd
DD J
p
hI < hW
a '
rC
to ca ? a n. y- ."
z z Q ?.. ti .._-•
rr
z
UAW
?.1 w.
1
t. (11
F-- ? X
ca ca
zz
?J
Q Q
? K
K
K
N
tp
IAA
ry I J?
ca I O o o
'e m J 1`'
4J O Q
w
i w (L
+? 1. I ?j 7
4 I ? j
O
au= .a
I
I (y
1
s
N Ju
J 1 ? Q
V',9
X70 :
: ;
. ,
{{
111
O
a
ZZ
t]
q
Z (7 K^
O
W
w -=
as
Z
,;.

oa
co we
4. K
r o
M
z

J ?
t?
I ?
a J

Vm
n
ct
(n
Q)
0
O
d C1
? Q
E
G -
M •a
N U)
Q
C} 0
^^L
LL
O F -U°O? M FWOrN
? ?
wWC
.yam o zFW'°r¢ 7Wr
c) -

n.o4 (J CCR?i2ti)?OCJ`[Fwja?°Fl-
wzt- O d ?F CL lJ ?.ri 2'G "C?t`r)QUO
J
? o?
K n(ll OF
C)? p?
°.S.1 to zz_i?J?Kta {
. ttf^iM gg z?iz
-a
I w
J V1L}>lrO4W NVS?V*C.WQWW
!
x
Za
'3
``t w
wa
? yu=i
?M^

I FNq<'U
MKO?

o
r_
,ge
F
Z,XZ ?p[
L $?
M
o ?
Q QZ?
6Z=wJ
PW ° Qq<
~ V'
Y
C>
H
?
`[mow jWQ ?CaQ?Q-t6?"UG OwW?Jps
tL?,?-?o()Qg!Z 6°?'y?U
?
??
'?
UF ww
mQ.
Ja 1
11
od?WO
Og Q
pO
.
}
.
t
oz
Ogtt. (jnq?O U
Z?tzaa arw O
N p
US z
U
=
Un
ul 'jwo<n
??
?
O
p w
K
s
-
r (
'a
IM
F-
9 ?
to VI
n
,"z CIA
N
¢¢ CQQ-[ CIgtYA-a- Q.4,x IJoLJ U 1::)
,
KC?ryUga'?
'??4 chi y-SfiF=U of? eF-°SFar=-a o
°
¢C
J
C
7
_
z u l
U
C
)
UU
G
0
k? K W Z
0
11
co
U
(f}
2-f
CD
L'}
LI..1 +
G)
J (D
r? -J
C?>
Iy-?? ?CO
J Kr?0
7 (I) T_ LO
CG < M (C)
I.ll -1 LO
< n_
Ld Q
M U)
j
00
o
LL U
0
Z
O
i
I
N
O
v
m?
N p
O W
r C
oOm
?OYYO E
NU I 6 u
u
Wz0 U
Yo E
o
zco E
n oo < i
of g a < 3
40
Z o
0 2-
CL
0 rn
? .5
a?
U)
I Z a
10 0
U v
0
LL o
1'~ rn
0 m
Z •? {
3
N
I ? --1 N
Lu
w
N t p JJ
zfni
!x". _ipl:gyk Q- CYNzF-?O
Q? OO??z`r Ly z t7,,.,, l,ly UG ryaFO-t,3pz
F J j C. 1'- -? a IYY F
gC.74-?'(?j dLtj Q.a?t' )w. °?a?y wtpUZ?
ra?l'-'IYy-1W' ? r'??<-hazes t?z ? m??? 1 O
we?ac ! -n?z°nrit?.3n?y?pFo:??r i f
Gn__- Fy Z2t?7.rh_ cJ L? OQ
p.5gQC~3aQ?aZyUK-*7??T)2FLN II
L1nl5 O q z z Q} q6N NQa <N. m F- Z !
h2 h 0Wlil-'yi OG QF 4-NJ 66 0, 1 Op dwa t
? F- ME
Y?IQ-_J .C 2Kl?Fy IO?f?OCia. tal L1 W G5 (L'?
(y_?LNa p?a->Sr-?O
L) n ()w7 Wy CWQJQ. KJ Cj gt W
1,. W "C K
' _-j W lcl y r 1, 1 Q
Fftn Ct; 4m Qg(/1C-W 4 Qtn
ic'?> tyvi'iWn"c cacacezOma OPy.Q 3
d'C3 `Cy KT23'.W?Qn C]CJW't-'dt..)7M'
Qi,l t-a.[t: Q.g Y?.GfY F-(S? p?4.y
O T ?
i--
z
f W a Z
q 'o,
} ,+?Qa
aSz0
MJO ;q } F A *T S CL
Tit V26 Z -^I IQ- C, ` O
V)
O
N (e' ) P. + (i z Ui 0 MI,
y=f??= c
dz=a _(Tj
clrcgvzg
N
O
r
l ? a
c
-- Iry I E
I t? ?? ? o
I 8 I t t? ? o
I I a
t.
I
p F
II
of
? N c? W
?° `'mow ?<
i J u a
O. O

CC
n
l`
?^ I
c5
I?
I
(
I

a g
4,.
? I
K N Q z
I pip"
Q
? r4K?
?N

L g
pGC
7p+1J I'z
,- . U- ?t
Q y .t 12 T,
Q
_
j
?O?
I tr
at
al?F6i Y=
2

p
0 w
0 > N
G!-
1 z W
Z V7 4 G 0 UW-
<
??^
4
D
O m
71
-
?
` w
¢ a
<t
-a1Aa
U[Cg UZg
p
r
a

% w
N rc
z
I 1-
a
U

S
+ 3
0-
°l
IL
I7MI.,
?C', y
I?
I r.J,. aa:
•°o
co
? a
I
I
I
t; I
I
T+
1.L.
V
N

1 r
z
O
g?
d a
? p
F U U
z
?i
Q.
r
E
I
2 Y Y
?
1_
O- O J
o tY N
N?
zz
za
'ca
oY
A J
?. Q
M

za
¢
R 2p;d
??a
Q

o? z
p =
G

©a m na t?
tar
y IN
S o .c .e
P-
Z 6
Q ,y L?
A FuA
CCmEg
m?a mz
omm t^z
in !YF-
ho-Wa
C32
z
gi ul y fi
n
H2O a? gF-, OJ=
fe

" z
I
C
qFQ GI
CJ Y2
?' H qT
K F _.J qy(U
tJ

=
41 A.
(? d z g
S a_ M H
(n
f-
CJ
:?
n_
CY) W
LL ?"-
(Y
? LI.J

V
C)
in
f?
0)
L-Li 4-
E
0 ?.. d
nl } vii
LL Q
n
q Z Ltd
z +
on
u?
j
m
L U
L
CZ
0
I
N
O
O ?
O
N M
O t`
C -
O 61
op
V E
y ? S V
w
z v
Ov y
z°ca E
ME5
oi?a
y I
N
Z
_ o ,il
0
i
F-' CL
U m ??
Dy
fl } i w
i
U) Q
Z _
0
C)
C)
oo
0 of l
z m
Q o
Z a
U)
3
J ? I
w ?,
r) C:

w
ti.
to f (n
G

Q ? ? S d Q
Rod
ti'
?iA ti
N C¢
tr -) X
a tL
GG d

?:, w 1r ??-

zzz
-d
K q ? p
w
U
'?
+I
-j
Y tet tv
in N (
tl 4
??V) °tCilA NN ??,.

-?;! tid d ,-y ca tr.
.; 7 Q +
1
n ? ry )
(1) ? i )

W >fJ ??
°
CLl
1
7 $i
txi Y:
x
<
hl Ys s?
X
LA
O
K) itQ
try .? ?
X
C,
p

cacnz
az°z
,z

r?
I
JA x
--
tr¢"

N
O
t
O) I
" ..!
w
t,
n

z
F-
( OD
I
1
?I
O
n
c5
3
I
4tk
``C (
i
4=.
I
U
?. I
Vi I
k
a ki
I
v?'
1
c era ''
I xbfl ,?' H t>r
}
I,
n
Id4
z
I O <z
ar
rn
a

o ?
O
"

?I

C
C
C
C
O
C

°o
\
1!) `?
O
d

?I
L?
O
o
?

o
" J
J O
w O wJy ..) ?i- ??')y a
?? ? V1i=Niai 41N Ul?t?...) UF- >Q0
Z
O
o
m
m

O g
R
w wwp w m
w
rwd G
z
oJz¢z?p7 i ma°?
o dr?W'
N?
n
z
II -L,-N_j a Sc (a
C)dw ?'d il0 N2?} d
_ S
NQ Q?`Win'?t-a
o
}cp
t?.
°
O
O
j

W
.°Z
O
Wa
X 7wb?®[?
O dram SF$
?d^?(!!?
Ewa
a zw`t,J
w
ozS??°O
og oNOd
?
6
..
v
i
z
z
26ra
O?RGZ ?'0 =iPZUd3^ F'?m©w -ox C`, c2i ?6wo
-1 Z
ZN
C
5
?
=F
?QN
D L
p M d
u
j
p..
d
.H:
O (??(Q
yg_
N((I?? WN
[
??
U
C]N J ??a°Vi
J ?,h
)? bfJ?w?Oa
Id ??jEr-
?/? ?
,
.
_
HOB 4JZ? X61 biF-g wl+. NYSAR4.??. iina(Lo
O
J
Wa
°
Z
O
?
=A
. U? t
J
J(
.t t
- L
J iJJda qZd UQC
JV
t?
4U
N
? ?
d w
4-
Q
?.: N M eF

CL
C
f0
?
" k,
V
O
a U
a
_0 E
C
(Q ?
Q
d a
u0
V
G.
G
O
.k
Z
Q x.11
? Q
a, J
? Q
J
Z
O
i

0.
II o CV
IF
I

N
(D
N
0
2-
D
m
C
a)
CL
D
7
7
r
n
0
5
i
3
7

V
0
W
,`3
Lij
' Of
< L
CL' --
al
f?
o (I)
z t/}
Q'
0 u-1
F-
0
LO
-J
?<
o
z
C)
Ln
+
_ 0-)-y
Q_ '-
f-
Q
0 ?
m?
U U
C
O
I
"
N
O
?v
,
N t,
O
C
N V E
L
a °o
?Zia o
u
«om n E
o a.. E
Z .E u
roE`0 a
C4 6-
3

p 4
+
1

CY

11.1
1 ?W
k
`
N
1 ? N
uJ
n
Mb-?

rn 'j Z

U q„Na
? &? ? ?- z re
1 ?
?
UW
Y Z
i W CJ
Z.N- CS
U
<
?Vi ?<C
Oil
Via-
? g
1
I °
N ? Q x ?
I ca 1 i//i? O CS
1111 ? ? to

o?
i.

?r Ja??b1
I °
?! n
??1 N
1
?- r_c X w u.
,? 6?a?49j
1 X a ? oz ??N?gT?9
cn N i'- ,,, r y w N z
I?? I bZ ??z?z0
?twIFIcne
4Y ?5 TO
z ayNO
j ? F u! U U `c
zo mWS??1'-t??
1 ,pltl o ?OrO- COi t1?`e?UZ>
313H?}?'itl +
I ?
I ? ? a
I
1 0 1? ?
N .1
J M
I II r
O
At/tl °
O
T3AVEi9 + U z
U)
?-'
N N
1 -
dJN IV
? ? rf
1 li. F
I I N
0 1,.
1p ? a
!r? ? u
O
O
r
W
J
'U'^^
VJ

1-1

CL
N
C
c?
?t
O
n U
`o CL
C
(II _0
}N O
> Q
0 O
Lj- M

0 6
?p viFN--rm ?y1?U CJ rs-. >¢ Og JJ
you. Ou-cn `..lo `?'Fw1rri1-¢4zN a-ca
a ? 'uiz ?ur?°x 6,2 ZW! F=
o ?s
O?y Z.Zm1-{yd??6?¢ ehZF ?Ot`tl Uad? ? d?
?- cl z z on.?dw g a c1?i.. oa
tn?p" ?F-`Ca Fcq;FZ4 ?1i-N?? 41_'WZU? pW>?O~
?"OS--zz ?I`,'dp F+tF IMFW22N N NSFOww za Q:$02
p
i?Q QZ?Z ?L !N?2?dZ 0(?-:e ? =a?? x6Z p'z
aFn_F ?O1-ci :7p?? aiF OKFCSS<Z N Ow0
Fa ca?aFaza,--o_`J`o ?[cyya??c.? .gzN?W°? ?`'FO_r=vi
F-ate- wzcl?i ?fYwr-ZW?N1^ ?inn.i... n:<? w
(J- (yZdzdV1 d2C2[t_?tY +s RF U' N(fl Il. f1
2"C? j4.?aNj ??W[L?U4?3 OV?QK?00ZQ0OOO
Tr
F-U ?- Q W
A
O
Z.=
cv
U
z

cn
z
Ld
LEI
K 0?!
i ctl
0h? -
Li
LLJ
i
L1t
LA_ frvJ
z Cn
O
I- J'j
CD
u7
O
Lli
h U?
<
(?.?
t
CL L V l
t 0
< 0 0
f
eL Cn ?
CL in
L-
V)
i--
cn
Q
m?
'y U
O

N
s
C11o
e?
ooh
0
NUO' S
t M
?Z u
{ o ?
Lrp ng y
zc u Fi E
n E o $ s
N?iL s
z o
!Q a
a I
U) Q jl
to
IL.L ov
jo 0
8-
-?
z
. 3
0
>-
D
?
z N
N
3
'O
J ?
W
c
a o
Qn
lJ } .( r
Oiu 0 zdd
K O V .0y d
nn. <L w ?tny
l ¢ ? ? azz¢
o i PR
Om? N N ?q
1,1 q d a 76 tei?i Ct
U UJ JllI CI ?z GIy?
J
4.m'
x
L' L]

\
T
O
O
t
VJ
d it7
LO a
I
?I
t?a ( 0
+
n
N
I ?
I k/?
y31YY3
} 6
?I a
S I
' + d
N G3
b
I ? r
U
3 + ww W
to ? t ? r ? O
CY N G w
S ''yy?? tL
r CD
F . \ 0 W+
0
M/'
I. r
1 o
I ?I V
4a w _ ^
2
a
I
4
}

00
N
O
00
co
o
0
i
U-

0
0
m
C)
7
J
V}.s

N?N
LL
(h
C
d'
O
d'
O
U
co
N Q
E
C
(6 -O
O O
0
O
a
d• LL
M M?
I I ? Or?q _
+
?-rya
?I m zz'z
.u?a,osi --1
0
I o
4 111
?? ?a N I
n. ? b( Qry 'I3hW? ? ?,
cn ca r -
z rs
?w'Yw z F
w
2
sY
N
K?O
pW
F
gU¢
¢
?g
G
?
N
3
°
+Y
(y
.??y
p
U
D?aLLI
/I
I
a ?'I
?t"'FagN?Nw oxus ,Z?w.-y-? t-?}?
i.? w?N 1- p (a -? (n CL UZQaw
e??U
g

?
JJ W
/?
O a'QO>Vt? G=xF ¢ w WOFt=??? O
. OC)?w- o??
oy 'i N?0:,Oo<chiMo.
r
FZtn
-$zt'io. t??zesnquML
ow?wp'a?o°aaNa
p
Nz w la MM'.n0Oti 7
r]¢
.
?
o
q c
W- wz
wm`
J
(?aaG
r
r?w
.
°aW mj?
O-C)a
n
.
"
w
?
??
{?
?U
?U
n Gt??
UZU
[CW
mN
??S
F-¢a
z°
` O ?' cawy? at z,.. aa
=a
O
r
Q
NCG??
M
F
- U-''[yj ?~ t
PF IL P°F-{}a ¢?y
U44?
a LL
¢
d"lai to
i K<}d0
?xNOWU)C
? U
N
atr
w w(J
m?2wu?a. ?c7Pr
w
?
z
o
:-d
z aa¢¢a
na
°
o¢
°
? (}
(7i
c
.?
a
a
aa.?a.
a
w

d
Oi z

9
`" " f S I G 1 i "? ? I? ! ! t l J r
?
' I E !
Li_1
Lei n

LL ,
f-,
0
CY -- CK ?-
m C1_ ?1

C? !? U
CD
LC)

0LLI -i D?o
I- CL 4 }

L.LI
U) U)

rQ
V
m
? U
CR
I
N
O
OI
co
O
C
CO
COO
E
U
N t S U
M V
M p
WZO 55 U
Z.G c u Fi E
K) E 10
cav a s
44)
i
N
Q)
Z U)
O_o
a E
I- ?a
U o)
U)
O o I
U?
? o
O
U- o
O m
Qa
ZZ N
G ?
N
J ?
a)
Ld C
I c
i,a d
Yd ? Y
OK C7 O Op6
?tJ to
tU-OZ ?I N K?4A
q Cl. ? Y
s¢ m zz<
2 O Q t o
Gl w U iD h-
W 1 W
[..a tin 2pd0 bn
m m ,
NJIX1 WS X N1$O
x i,a
C a- - b 4
H K Z
N /
0
/
i / zN
10
? u
/ Z Ilk:
on
?eo
tJ W xy
I
/ 4 p
\ \/ O I \
nVv (p
a ?
M z ° V
10
4 O
ck:
ti 1 q R ?
\ + t ti
K W
S's. 4
.o U-
I o
( to
o t?.
's +
AVtt
13i Yid `C LJ d a
O +L??fi G72 -
N
rn >zz o
Fd No
?yv?o0? <
Ova mod. L ? < CZ m
c To
? t? O?gcJZ??
I o I J
o Ilr,+r'/
?a I N
n __I
i
I ?a
731[u9
y
17 la
O
O
LU
J

IL
C
0
> O
d U
i n
-0
0
CL
It d
m Eg
O W r
'?
z
,-
t'
wdw N
<N Vg
4
C, NJ
(n
NZ=p?ui??23 L?5 clz wd cig
a
xh >a
U
:1 ?.
p
Z
O
•_ °a i-FmW~ta1U??a`??Jdi1i ??-

aJd
O
O ^ Z pd WZs2OOOO?g Mi I
OJ
rF
"
ffi - <O
op
o
,fi
?a sN c?ia popwoNq pp
a n%
L.tZh- [y '' Z WWW h-LL46ssC1wNW dU
G
d
p?N ZZO(t}?gZZ°J? OdW FZQb Z

d
LI h. '?fJW ?I- dJtri ,..• h
Lj
p
;CN? O?YO??O
dWU
NY
=
?
?"Cj?p
N
-
?
p
?
p
?. WFd?+ ?(:1 B fG •4O?NZ2 l? 4141U QW I+.
p
d p" NhZ NU UWP? COQ. ?'E Wt=t
LL.J?
ZZO
?• D 0 p ®N F
0
D p p ism Z W O= O d Z 0 tS 0
W
I.Fat? a< zF WOwp'p0Wmm
pwp i
N )
n
> X?zhZ enOELF C
a(C G
?
a
d
W<Z

Z
ppr?
w
o
i
c
D i
M
SOW dG1 V)O_LLULLl,, 2W2pp ?ONp??N IA2 ?fCd ? p W F
NTh Il
©
?
O ' m
jO
Y
? (
?
LL
.
i ALL. 2
_t
(A
..-IN
m az?pwpw<
GppZppJdta_<OpO Q2"''O OO"Z'Z OOO?J M0" 00
'
F
Z Y-5UUUZapzdUUUU
UU
? O(Jj2?00U^? OO
F
N
ri ci w < w
?

9
0
W
Ll
O
CL
W
O U)
0
O W
F- E-
<r
Lyl
C!?
O
LC)
J
C) <
[x I-
CL M
00
O
L
+
<Ln
CL to
H
(n
Q
C7 ?
m
U, U
0
I
N
O
m
gx
oo
°O E
M07
M Q
m
WZ Z m
O °
Ov Y
°c
z o E'
c
N?a 3
100)
U)
3
Z
O
F- Q.
S ii
Z CL
O o
UN d'
LL ?O
Oo ,
O
Z
Qo
CZ U) I
G 0
J 0
W
Y
0- C
W
J
U
\? ?? f i f W? ?ITM d
G
?a O
I" O
J
I Aro
-3?i
I I-
1 /
N
I 0
W I
`+A
?l
N ? O I
? I
I .I
I I
t tl3d 7I}d XOH 9X 9 ?
IS`
0
I o
n
Vw? 10
eG..
0
m
m L
I I I
I` o
Q M N a /
z
W
Ozzq ?O
Kai FcSnd0
Jd 2C
?>?i0-CJ6
d Ww-1¢a?1 /
W `E F'!>
M ZZ3'. /
O i.ldaw?
ar?az>/

H
Q
Otl'
Z`
p
C
c
J
Q
0
IF
IW

W
d
0
n.

CL
ry
C
N
O
d'
O
O.
E
C
co
>N O
O
O
a.
O Q
d' d
m
I'
I I m I w
.wta a
z
I I : in
? I
I
I T
I M I
N
I .I o
N 0-1
e
o?
3
z
I
w a
I ar xa 1- 'n`
'a
L °?a ?swx
a
?¢m j
- p
d4m ?
O2Z:ld0
a
P}in
t&. ¢ w ?i c.) Iz Z
z noao
JZ }(,'
I a?o27
f
N
J
?yj`+?"1{1? Q CJ
?4 oyy'Wn?-y^?! mZOw???O ????bQ?.,,14}??V
d
2
?
4
'?
n
d
N

?
F Y-
°
(
111
¢/i
4[t)©1
1
ti zV4 g[ddri?w('!
g
??2CJ??OOw
O
U
Z?W
Qb
r
r
aV)
S
V
4F-J
FZ QU ?i? /
?
U
q4?K=awm w? °z ?Ipu. ca°L°dc?S r5Z
iEOFd4LnCpp VyFKh9{ -2'19il: ?? UQ
4
6LI -F
V
0
2
aa
Ul<.?ZJLjo wU
<
Cj
CjF0
w
?h4^yd4Z?4U11^?J'IQpN2F2fedS
°???
g
jd
2
N
d
a
WO
?O
G
?U
L

z-pp
F
U
Z
Fn
'i
F
0
zaQ
w
6W W V
?

z

.
1 ?QC'3(}
NQOUWdW
<04j1
3.--j4 .
1
z
?i
.2K ?'Lp4z0"i6x04°OF
Z ~
°
i.
pt
?(?
?
?z??N?2?a?w(wli?4?Ww???Z
!-?'QOw.((.p?lO?
m
a
ZU
d
O
<
p
KPw(
j
=
+L?
wJWdWa"^Id'Q}q?
°(
?
p'E (5 ¢_41Frryy c)daz KZwH
¢
Doc
o ??yy
W
z
y
<
m4m R
ux
n w R
l-LJ
0
C? y
">
(J
0 U)
Z. ())
0 ? Li
Q
W

0
4
0
n
a
01
N
CL
0
0
a
LC)
LC)
J co
0?
?l )
l t?
O
LC)
?(n+
cn
r?
V
W
LL U
?z
0
00
W
N
s
m
?o
04
o E
NUO
? u
°u
m
LtZO u
Z°W n E
O c o R E
N9a s
LL. _0
c
O
O
Z -=o
J ?
W c
w 2 . ---, ----- - --
CL C

i
r

1

I ?
'

7
to

?
rt, I
t
ry ? I
N

? i
1

to
to <
U
z z
N cli

K
ti
I ?
I?
?o
o
?l o
r
s \I
a o
N ?
b
(1.
fC & s
I f +
I
U
CL
Z
J
ID
J
NW
Ii
W
4
I ?? ? C)
... sd? Tc? m0 L? U K?QN h q?
?a J ia-? ?QQ+C3 Wl4 laid ? Q}?d zIt,
( dN aw?wN ,?N?? Lz'a >A za { z
? ? w rwra?XTW-'rat,iwc.t?- a >' [L} ? O
O CC5 h0}1i1M 20??jOgWhIW WN 4''ZW(J ?4 "L Y SK.3
r k? 2U,,F "I 'I a W ?t. ?z to0 ° tm xF-NW on o o 9-fP: ?? ?Q QQaw?p[Qpapa w'rV ° ° u
< to
4C0z ?I O 00 iIU F?20?W©?x0 Cr
r atY. 9 N? q ZQ a m zZZ
Ut.. >_aan zF ?O t tn- z o'j d
O??ZZ(X.?6 40 ?'' OC'9 K OUZO
w NwQ}aWNWZ,U[[oZFa?m?_QZO a m o? O m?N boa J-V
fn ?{0? ?2.2G Q(=NwONQ?fY?wO LJ p° O? dlil Q `-CQ zt411 lY ?LL.
!, ?-3 cy?y?N ?t-NU"C adz' °?(n?Fn (LF??m zp ?Q p?z1a
\.J ( CY(?. '? L7 '"CS?h Z CL. 42'j?^ G-Z ?5F 6z 12 WLL?'
?m JO
??D OZ p'ZPZZ<100 JU 'L ONl,1?F Jzs 12 O
°xgoumpo <2a00"20<000town; c 6(, 00 WO rNU
ga?? u i,.F? wz ?'z Uir
t F?0°1a'?ayNN?mp Qww
i w rs_nZ?znciz 2wC?]U n t3 a oan 2i >h awi
a z WO
jx¢?DU? v9UU MfT-<Oz>-zm0O a.Now X MdU
O TLLI >. O O d
4N1 i- < z :a
z .= N N1 4 N N) .Y
1 O qi
a
1
1
7 j 0
< N Iy-
,? r
N ?
.d
I
7J, ?
I I I?
I
S
+ .-
°,
b
1°
d
T3
C
c?
a?
d U
co
E
C
(6 -0
N
0
0
a
n
o?
ag
?N
oak
wF y_
p toQ
S (Y tl.
?M
Nay
1 a
N 3
c?
z
tJ
2
<
D
>zF
0 a U
00
a.
z <
at-
h
rK
0
HSO

t-
L LJ
t.l.?
C?
(Y
C_7
Cfl to-1
I, I--
0 U)
r
Cf)
C:) L,J
F I---
LL J
t-"
<:t
CD
in
rn
-I r. CiJ
(L ?
CY_ y- (-
t)- ,-C Un
z
Q?C7
z in
< cn +
J stn
(D
(D
1
U)
Q
m?
? U
Z
C,
O

O
0x
b °.
NVo S E
r °, E
oS n E
E`o
•4)
N
N
Z N
Q
lO o
IU rn
ND .c
LL E
U) a)
Z °
O o
U?
O
LL o
H N
O rn
Z
3
Q' a
Z N
J (D
Lu -0
tY
d