20120735 Ver 1_401 Application_20120712

22 July 2012
Synergy Environmental Consulting
609 Sarazen Drive, Clayton NC 27527
www synereyenvironmentalconsultine com
[phone]
NC DWQ Winston Salem Regional Office
Attn Corey Basinger
585 Waughtown Street
Winston Salem NC 27107 2241
Dear Corey
20124735
N C Dept of ENR
JUL 2 4 2012
Winston Salem
Regional offlrp
Enclosed please find seven copies of the Pre Construction Notification Application for the proposed
North Hamby Creek Outfall Sanitary Sewer Improvements Project A check in the amount of $240 00
and made payable to the NCDENR — NC Division of Water Quality is also enclosed
I think you will find that every practicable effort has been taken to avoid and minimize impacts to area
resources However should you have any questions or concerns I urge you to not hesitate to call or
email me
We are also for the first time enclosing a Compact Disk with videos taken during field reconnaissance of
each resource impacted (in all cases the impacts will be positive) Our intention is to facilitate your
review not complicate it As such I am also soliciting your comments on this approach
Again please do not hesitate to contact me with questions concerns or to request additional
information
Warmest Regards
Christopher D Hopper CFM President
Synergy Environmental Consulting
609 Sarazen Drive
Clayton North Carolina 27527
[phone]
cdhopper7l @yahoo com
A//
_ 4 1 2012

20120735
RECEIVED
\0 WATE9pG N C Dept of ENR Office Use Only
r JUL Z 4 2012 Corps action I D no
o < DWQ project no
vdinston Salem Form Version 1 3 Dec 10 2008
Regional Office
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
1
Pre - Construction Notification PCN Form
A Applicant Information
1
Processing
la
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
[:1401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
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
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
❑ Yes ® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2
Project Information
2a
Name of project
North Hamby Creek Outfall Sanitary Sewer Improvements
2b
County
Davidson
2c
Nearest municipality / town
City of Thomasville +
2d
Subdivision name
N/A
2e
NCDOT only T I P or state
project no
JUL
N/A 1 201
3
Owner Information ty�FNR
LS
3a
Name(s) on Recorded Deed
wed ny
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
Mr Morgan Huffman City of Thomasville Public Services Director
3d
Street address
10 Salem Street
3e
City state zip
Thomasville NC 27361
3f
Telephone no
(336) 475 -4220
3g
Fax no
(336) 475 -4283
3h
Email address
Morgan huffman@thomasvdle nc gov
Page 1 of 11
PCN Form — Version 1 3 December 10 2008 Version
1

4
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City state zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Christopher D Hopper CFM
5b
Business name
(if applicable)
Synergy Environmental Consulting
5c
Street address
609 Sarazen Drive
5d
City state zip
Clayton North Carolina 27527
5e
Telephone no
[phone]
5f
Fax no
5g
Email address
cdhopper71 @yahoo com
Page 2 of 11
PCN Form — Version 1 3 December 10 2008 Version

B
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
City of Thomasville Sanitary Sewer Easement (Crosses
multiple properties)
START
lb
Site coordinates (in decimal degrees)
Latitude 35 875672 Longitude 80 087597
(DD DDDDDD) ( DD DDDDDD)
END
Latitude 35 862426 Longitude 80 102652
(DD DDDDDD) ( DD DDDDDD)
2
Surface Waters
2a
Name of nearest body of water (stream river etc ) to
North Hamby Creek (High Rock Lake/Yadkin Pee Dee)
proposed project
2b
Water Quality Classification of nearest receiving water
C 09/01/74 Yadkin 12 119 7-4 1
2c
River basin
Yadkin Pee Dee
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 project will parallel an existing maintained sewerline across upland areas The majority of the proposed replacement
sewerline traverses 10 15 year old plantation pine forest This cover type comprises 57% of the project corridor Upland
hardwood forests occur along 6% bottomland hardwood forests along 10% and upland scrub land occurs along 9 % of
the project corridor The remaining 18% will traverse developed land
The projects service area is primarily mixed urban uses with less dense commercial and residential developments
occurring along thoroughfares
3b
List the total estimated acreage of all existing wetlands on the property
No wetlands occur along the project corridor (see attached supporting text document)
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
The project will cross ten intermittent or perennial streams that occur on multiple properties Each will be crossed
perpendicular to its flow by the project alignment with an estimated length of 20 feet at each crossing Impacted lengths
will be less than a new corridor because project engineers have designed this project to parallel an existing maintained
easement which construction equipment will utilize to access project sites
3d
Explain the purpose of the proposed project
The North Hamby Creek Sanitary Sewer Outfall is aging and in need of repair or replacement Please see the
Background section of the attached supporting text document
3e
Describe the overall project in detail including the type of equipment to be used
See the attached supporting text document for a discussion of the proposed replacement sewerline project Back hoes
and front end loaders will perform the majority of the construction Support and maintenance vehicles will also be used
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version

4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments The existing outfall has been in service since
prior to regulation over stream and wetland resources
4b
If the Corps made the jurisdictional determination what type
❑ Preliminary ❑ Final
of determination was made?
4c
If yes who delineated the jurisdictional areas?
Agency /Consultant Company Synergy Environmental
Name (if known) Chris Hopper CFM
Consulting
Other
4d
If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5
Project History
5a
Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b
If yes explain in detail according to help file instructions
6
Future Project Plans
6a
Is this a phased project?
❑ Yes ® No
6b
If yes explain
C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
PCN Form — Version 1 3 December 10 2008 Version

2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ —non 404 other)
(acres)
Temporary T
W1 ❑ P ❑ T
None
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ PMT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 [-]PMT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
2h Comments No wetlands occur along project corridors and none will be impacted
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non 404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
None Aerial
North Hamby
® PER
® Corps
0
Crossing
Creek
❑ INT
® DWQ
S2 ❑ P ®T
Open Trench
UT North Hamby
❑ PER
® Corps
20
buried crossing
Creek
® INT
® DWQ
S3 ❑ P ® T
None Bore and
UT North Hamby
❑ PER
® Corps
0
Jack Crossing
Creek
® INT
® DWQ
S5 ❑ P ®T
Open Trench
UT North Hamby
® PER
® Corps
20
buried crossing
Creek
❑ INT
® DWQ
S6 ❑ P ® T
Open Trench
UT North Hamby
® PER
® Corps
20
buried crossing
Creek
❑ INT
® DWQ
S7 ❑ P ® T
Open Trench
UT North Hamby
® PER
® Corps
20
buried crossing
Creek
❑ INT
® DWQ
S8 ❑ P ®T
None Aerial
North Hamby
® PER
® Corps
0
Crossing
Creek
❑ INT
® DWQ
S9 ❑ POT
None Jack and
North Hamby
® PER
® Corps
0
Bore Crossing
Creek
❑ INT
® DWQ
S10 ❑ P ® T
None Jack and
North Hamby
® PER
® Corps
0
Bore Crossing
Creek
❑ INT
® DWQ
S11 []POT
Open Trench
UT North Hamby
® PER
® Corps
20
buried crossing
Creek
El INT
® DWQ
3h Total stream and tributary impacts
OP 100T
31 Comments Stream 4 is an ephemeral feature not regulated by ACE or DWQ It is included on the attached figure and
discussed in the attachment to document that it was investigated An NCDWQ Stream Form was completed and is attached
to this application
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ P ❑ T
None
02 ❑P ❑T
03 ❑P ❑T
04 ❑ PEI T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
None
P2
5f Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
❑ Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required
61 ❑ P ❑ T
None
❑ Yes
❑ No
132 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6of11
PCN Form — Version 1 3 December 10 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
See attached supporting text document
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
See attached supporting text document
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes which mitigation option will be used for this
projects
❑ Mitigation bank
El Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank None
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c if using stream mitigation stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form — Version 1 3 December 10 2008 Version

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
la
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 E] No
Comments Not Applicable
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
Less than 1 % (see attached)
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
The project will only impact one watershed AND will result in less than 24% imperviousness Stormwater and Erosion and
Sediment Control devices to be employed are illustrated on page C1 01 of project plans and profiles (Attached) The City
of Thomasville has reviewed the project and determined that a Stormwater Permit will
not be needed
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local governments jurisdiction is this project?
City of Thomasville Davidson
County North Carolina
® Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state implemented stormwater management programs apply
❑ ORW
(check all that apply)
® Session Law 2006 246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter )
❑ Yes ® No
Comments An ER/EID has been prepared and submitted pursuant to NCDWQ
Construction Grants and Loans Section requirements The document is currently
under review and will be approved prior to initiating any ground disturbing activity
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after the fact permit application?
❑ Yes ® No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development which could impact nearby downstream water quality?
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
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
This project will replace an existing sanitary sewer outfall which ties directly into the City of Thomasville Hamby Creek
WWTP (NPDES# NC00024112) See attached supporting text document for a discussion of the facility
Page 10 of 11
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?
E:1 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?
http / /www fws qov /nc es /es /countvfr html See attached supporting text document for a discussion of Endangered
Species in Davidson County
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?
Synergy consulted the NOAA Essential Fish Habitat Mapper
(http Hwww habitat noaa qov /protection /efh /habitatmapper html) to determine whether designated essential fish habitat
occurred in the project area
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?
There are no known areas of archaeological or historic value along the project corridor Numerous historic structures and
several historic districts are identified within the project service area These are illustrated at
http / /gis ncdenr qov /hpoweb/ No impacts within the project service area will result from this project
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 See attached supporting text document for a discussion of FEMA
requirements and compliance of this project therewith
8c What source(s) did you use to make the floodplain determination? See attached
C F,1ST6PfK2 1b Nopp,�R
2`Z- Juuq IZ
Applica t/Agen Printed Name
Date
Applicant/ g nt s Snature
(Agents signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11
PCN Form — Version 1 3 December 10 2008 Version

ATTACHMENTS
1 Supporting Text Document
2 DWQ Stream Forms
3 Preliminary JD Form
4 Agent Authorization Letter
S Determination of Minor Construction Activity
6 Project Plans and Profiles

Supporting Text:
Synergy Environmental Consulting (Synergy) is submitting this
Pre - Construction Notification Application for issuance of
Nationwide Permit 12 from the US Army Corps of Engineers
(ACE) and General Certification 3819 from the NC Division of
Water Quality (DWQ). The project EID was approved on May
31, 2012 by the Infrastructure Finance Section of NCDWQ. The
Determination of Minor Construction Activity is attached.
BACKGROUND:
The North Hamby Creek Sanitary Sewer Outfall is aging, in
disrepair, and in need of repair or replacement. Numerous sewer
overflows occur along the project alignment regularly. Manhole
housings are cracked with bricks missing.
The photos on the right illustrate several of the situations
observed during field investigations. The City of Thomasville has
hired Pease Engineering and Architecture, PC (Pease) to replace
this line. An Engineering Report /Environmental Impact
Document (ER/EID) was prepared as is currently being reviewed
by the NC Division of Water Quality Infrastructure Finance
Section. In the ER /EID, Synergy estimated stream impacts
based on corridor crossings of USGS and USDA SCS Soil Survey
mapping. Wetland impacts were based on soil mapping and
hydric likelihoods compiled by Gregory (2002)1. This permit
application contains the findings of detailed field investigations.
The project will install approximately 3,300 LF of 42 -inch, 4,800
LF of 30 -inch, 1,300 LF of 24 -inch, 4,000 LF of 12 -inch and 500
LF of 8 -inch diameter gravity sewer main along with 46 new
manholes. It will be installed along an offset alignment of the
existing outfall, generally paralleling North Hamby Creek, and
provide 13 major connections between existing collection systems
and the Hamby Creek Waste Water Treatment Plant (WWTP).
Two crossings of North Hamby Creek will be accomplished
aerially (1 and 8) and three by Jack- and -Bore (3, 9, and 10). Five
tributary streams (2, 5, 6, 7, 11) will be crossed by open trench (see
Figure in this attachment). Aerial crossing one (1) will be
accomplished using steel pipe with welded joints, and aerial
1 Gregory, James D. 2002. Hydric Soils and Growing Season: Wetland Delineation Data in North Carolina.
Department of Forestry, NC State University, Raleigh, NC.

crossing 8 will be accomplished using ductile iron pipe with torseal flange gaskets. Each
existing crossing of tributary streams is aerial and either supported on piers or extended
between stream banks. This has adversely impacted each feature by impeding flows and
created areas of aggradation and degradation adjacent to each crossing (See included videos of
each stream crossing). Project engineers have taken advantage of flexibility in elevation and
slopes to design the replacement line to be several feet deeper than the existing lines.
Crossings of tributary streams will be installed below -grade for this project, eliminating these
localized impacts.
Forty -six manholes are proposed. However, none will be installed in streams or wetlands.
Photographs of the alignment are included below, and are characteristic of the majority of
this project's alignment. Fifty -seven percent of the proposed alignment traverses these
young, upland pine monocultures.

AND
1 �
r/ •n QO O LL
YYk O C O
• •1 �r FCU
T ,; �� •. W E.N o
t \ �� •' f'J • • • • • H
f •'� i ; fir`•' :� N
co
Is
Is 6
d.• ; , +� ' • • ENO 3
tun
CD
z 70
cu
cy
cn
••�• ?�/ / Vii' �� { / { !
Z U
O N O ? ' t •f / ��__
V M
LL
Id
ol
s
(-/ 1

kLA
L
Lr) N
7 6
CO — (ID
U)
UN, N
CO C)
E; E — m
.2
E c
E U)
IOU OM .2 �2 :3
ol
E 'D M 0
c Cn
m m cn -j
C: -0 > L
W
M
c c p ED ca 0
O o u -0 z
c C M 0 o CD p D
uj w a u a u) D 0 O C L
co c LU 0 w LD z M
0 c c m c c 71 0 2L r t
b 0
L:' s
0>
Afta-
a, f
41
. . . . . . . . . . . . . . . .
(JU
�14
yti
PA'
I

PCN Discussions
B 3b List the total estimated acreage of all existing wetlands on the property
No wetlands were located along project alignments Two were expected at the upstream
(northeastern) end of the project In this area the floodplain is wide and mapped as Chewacla
loam soils In Davidson County Chewacla Loam is listed as a Hydric B soil indicating that
it contains hydric inclusions on adjoining upland side slopes and depressions However, the
area is adjacent to an incised urban reach of North Hamby Creek and the local water table is
too deep to sustain wetland vegetation or soils near the surface
B 3 e Describe the overall project in detail, including the type of equipment to be used
The protect will install new sanitary sewer lines parallel and adjacent to an existing outfall
Minimal clearing will be required to accommodate the new line as the existing maintained
corridor will be used for access and construction vehicles A new trench will be excavated to
the designed depth and new lines installed The trench will be backfilled with native topsoil
sidecast during excavation Excess material will be transported off site and disposed of in
upland areas protected from erosion and run off
Erosion control measures will include sediment fence gravel check dams inlet and outlet
protection and Type B Creek Crossings All measures must be installed prior to any type of
work occurring in an area The devices will be designed to accommodate the 25 year storm
Design drawings will be prepared and submitted to the City of Thomasville and approved by
staff prior to any construction
D la Specifically describe measures taken to avoid or minimize the proposed impacts in
designing project
Piers required for aerial sewerline crossings will be located outside streams and away from
stream banks All stream crossings will be accomplished as near to perpendicular as possible
and in all cases between 75 and 105 degrees The new alignment will be installed upslope of
the existing easement Because construction equipment will utilize the existing easement
temporary clearing for construction will be minimal in most cases less than 20 feet
D lb Specifically describe measures taken to avoid or minimize the proposed impacts
through construction techniques
Pre construction contours will be restored and disturbed areas promptly revegetated with
native annual seed Sediment fencing will be installed on the downslope edge of the right of
way prior to construction and maintained until vegetation is reestablished Contractors will
be instructed to schedule line installation across streams during dry weather Rip rap
installed at stream crossings to stabilize the channel after construction will be limited to the
stream bed and banks impacted only and depressed into the bed so that the original stream
contour is retained and aquatic life passage is maintained during low flow conditions Creek
Crossing designs are illustrated on page Cl 02 of the project plans and profiles (Attached) No
uncured concrete will be allowed to contact surface waters

E 2a What is the overall percent imperviousness of this 12roject9
Imperviousness of the project once complete will be less than one percent With the exception
of two aerial crossings of North Hamby Creek the finished line will be buried Forty six
manholes will be installed and total approximately 920 ft2
F 4 a 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
Hamby Creek WWTP is a 6 OMGD capacity grade 4 wastewater treatment facility using the
5 Stage Bardenpho process with post aeration to achieve biological nutrient reduction of both
phosphorus and nitrogen Headworks equipment consists of an automated solids removal bar
screen and a grit removal system Secondary treatment consists of two parallel trains of
treatment each consisting of an anaerobic zone an anoxic zone an oxidation ditch and
second anoxic zone and reaeration Removal of activated sludge is accomplished in two
circular secondary clarifiers equipped for removal of solids for return to the process or wasting
to a digestion system Effluent from the two circular clarifiers is filtered through 10
micron disk filters and then receives disinfection via a UV system prior to post aeration and
discharge into Hamby Creek A proprietary solids reduction process is also in place via a side
stream to reduce the amount of solids that must be removed Waste activated sludge is belt
pressed and landfilled or anaerobically digested to standards for class B sludge as defined by
EPA in CFR Part 503 then applied to farm land as a beneficial reuse No land application of
biosolids from Thomasville occurred in 2011 (source http //www thomasville
nc gov /Downloadable_ Documents /docs/ 2011 %20Annual %20Wastewater %20Report pdf)
F 5d What data sources did you use to determine whether dour site would impact
Endangered Species or Designated Critical habitat9
No known occurrences of threatened or endangered species exist anywhere within the project
area There is no designated critical habitat in Davidson County Synergy consulted with the
US Fish and Wildlife Services website to identify species protected in the County and
performed site reconnaissance along project corridors to determine likelihoods of occurrence
Schweimtz s Sunflower (endangered) is listed as a current record in Davidson County but
does not have suitable habitat along project alignments Bog Turtle (Threatened by
similarity of appearance to northern bog turtles) is listed as probable in Davidson County but
also does not have suitable habitat along project alignments Bald Eagle (protected under the
bald and golden eagle protected act) is a current record in Davidson County but does not have
suitable habitat along project alignments
One animal Greensboro burrowing crayfish is a North Carolina species of concern and does
occur in the protect service area This occurrence is about 15 miles north northeast of the
protect site and will not be impacted by construction of the project as proposed
Additionally eastern small footed myotis is a current record in Davidson County and on both
USGS topographic quadrangle maps containing the project area This bat is extremely small
prefers caves and mines and tends to hibernate individually

F 8 b Explain how project meets FEMA requirements
Project engineers are aware of the City s requirements for construction within Special Flood
Hazard Areas and are coordinating with the City of Thomasville s Floodplain Administrator
The Floodplain Administrator will review project drawings to determine any approvals that
will be needed Manholes will be sealed and vented to above the regulatory flood elevation
lines will be buried and aerial crossings will be armored and elevated
Synergy consulted with the NC Floodplain Mapping Program website Davidson County
FIRM Panel 6777 and the City of Thomasville s Flood Damage Prevention Ordinance

NCDWQ Stream Forms

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
NC DWO Stream Identification Form Version 4 11
Date `
Project/Site ��� 1
Latitude 35364-11L
Evaluator C�c i 2t" S C
County
a a
Longitude —
gG
Total Points
Stream Determination (circle one )
Other
Stream is at least intermittent %� _ (,s,
4- (0
Ephemeral Intermittent erenni
e g Quad Name
if 2 19 or perennial if a 30
2
0
A Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
0
3 In channel structure ex nffle -pool step -pool
ripple pool sequence
0
1
2
3�
4 Particle size of stream substrate
0
1
2
15
5 Active /relict floodplain
0
1
1
3
6 Depositional bars or benches
0
1
2
15
7 Recent alluvial deposits
0
1
M
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
1
5
10 Natural valley
0
05
1
1
11 Second or greater order channel
No = 0
s = 3
a artificial ditches are not rated see discussions in manual
B Hvdroloav (Subtotal= 10 _S )
12 Presence of Baseflow
0
1
2
0
13 Iron oxidizing bacteria
0
0
2
3
14 Leaf litter
1
1
05
0
15 Sediment on plants or debris
0
05
1
15
16 Organic debris lines or piles
0
05 1
QL)
15
17 Soil based evidence of high water table')
No = 0
es
C Bioloav (Subtotal = IC"'!li _ !� )
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
05
15
23 Crayfish
0
®
1
15
24 Amphibians
0
05
1
15
25 Algae
0
0 5
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 15 they
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
NC DWQ Stream Identiification Form Version 4 11
Date 5 201
Project/Site ��
Latitude
Evaluator c �S
County b4d,, A so n
Longitude — o X04-3 1
Total Points
Stream is at least intermittent 5
Stream Dete on (circle one)
Intermitter Perennial
Other
Quad Name
if 2 19 or perennial if 2 30
Ephemeral
e g
A Geomorphology (Subtotal = 1 �J)
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 in channel structure ex riffle pool step -pool
ri le- ool sequence
0
0
2
3
4 Particle size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
15
10 Natural valley 1
0
05
1
5
11 Second or greater order channel
o = I
Yes = 3
artificial ditches are not rated see discussions in manual
B H drolo Subtotal = 5k Jr
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
15
CD
05
0
15 Sediment on plants or debris
0
0
1
15
16 Organic debris lines or piles
0
05
1
15
17 Soil based evidence of high water table9
No = 0
Y = 3
C Rininnv (Ruhtntal = (e). -1 1
18 Fibrous roots in streambed
3
(225
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
®
1
2
3
22 Fish
05
1
15
23 Crayfish
0
05
1
15
24 Amphibians
0
05
1
15
25 Algae
05
1
15
26 Wetland plants in streambed
ACW = 0 OBL = 1 5 Other = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4 11
NC DWO Stream Identification Form Version 4 11
Date 5 �� t 2
Project/Site c
Latitude
Evaluators ,
County 'bo v1Ca Q
Longitude �-$� %Q°31
Total Points J Q
Stream Dete circle one)
Other
Stream is at least
2-W
Ephemeral Interrnttten Perennial
e g Quad Name
l if2 3rttent
rf? 19 or perennial rf? 30
2
3
A Geomorphology Subtotal =_61-5i
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In- channel structure ex nffle -pool step -pool
ripple-pool s uence
0
Q
2
3
4 Particle size of stream substrate
0
1
2
1 3
5 Active/relict floodplain
0
1
1
3
6 Depositional bars or benches
0
1
2
1 3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
FACW = 0 75 OBL = 1 5 they = 0
CD
3
9 Grade control
0
0 5
1
15
10 Natural valley
0
0 5
1
1 5
11 Second or greater order channel
o =
Yes = 3
artificial ditches are not rated see discussions in manual
B Hvdroloav (Subtotal = 'k .5 )
12 Presence of Baseflow
0
1
O2
3
13 Iron oxidizing bacteria
0
1Q
2
3
14 Leaf litter
15
05
0
15 Sediment on plants or debris
0
0
1
15
16 Organic debris Imes or piles 1
0
0 5
1
15
17 Soil based evidence of high water table'?
No = 0
es = 3
C Bioloav (Subtotal = .': )
18 Fibrous roots in streambed
3
CD
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
0
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
rz
05
1
15
23 Crayfish
05
1
15
24 Amphibians
0
05
1
15
25 Algae
(70-1)
05
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 1 5 they = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
%at-' MAMA Cfro iriantif entinn F'nrm Vercinn 4 11
1 \L, L - - - - --
Date i(5 olt `2
- - - - - -- - --
Project/Site �
Latitude 5 %Q(pC)`
Evaluator
County �gvr�So,n
Longitude -$o to,Z -`f5
0
1
2
Total Points
Stream is at least intermittent
if a 19 or perennial if? 30
Stream-Determination (circle one)
hemera intermittent Perennial
Other
e g Quad Name
A Geomorphology Subtotal = (0 rJ
Absent
Weak
Moderate
Strong
1 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 in channel structure ex riffle pool step -pool
ripple-pool se uence
0
Q
2
3
4 Particle size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
1
3
9 Grade control
0
05
1
15
10 Natural valley
0
5
1
15
11 Second or greater order channel
o =
Yes = 3
artificial ditches are not rated see discussions in manual
R W rirnlnnv rQ11htntnl = I f: )
12 Presence of Baseflow
3
1
2
3
13 Iron oxidizing bacteria
3
1
2
3
14 Leaf litter
15
1
05
0
15 Sediment on plants or debris
CD
05
1
15
16 Organic debris lines or piles
0
05
1
15
17 Sod based evidence of high water table?
o =
Yes= 3
r Rininrnr fCuhtntal = F"Y 1
18 Fibrous roots in streambed
3
2
1
0
19 Rooted upland plants in streambed
3
2
1
Co
20 Macrobenthos (note diversity and abundance)
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
05
1
15
23 Crayfish
0
05
1
15
24 Amphibians
05
1
15
25 Algae
0
05
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 15 ther =
perennial streams may also be identified using other methods Seep 35 of manual
Notes
Sketch
41

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
yr nwn CtreAm Itientification Form Version 4 11
Date
Protect/Site
Latitude 12-J
Evaluator Chi S
County �v %A bra
Longitude
Total Points
Stream is at least intermittent L'
Stream Determination (cMk
intermittent tie,
Other
Quad Name
f3y
Ephemeral re_nniap
e g
if-:! 19 or perennial if? 30 tJ
M
3
A Geomorphology (Subtotal = "
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
1
2
f3y
2 Sinuosity of channel along thalweg
0
1
M
3
3 In- channel structure ex nffle -pool step -pool
ripple ool sequence
0
1
V
3
4 Particle size of stream substrate
0
1
1
3
5 Active/relict floodplain
0
1
1
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
05
2
3
8 Neadcuts
0
1
2
3
9 Grade control
0
05
1
15
10 Natural valley
0
05
1
1
11 Second or greater order channel
CO — p
Yes = 3
artif till iaici�ches are not rated see discussions in manual
R Hvrirnlnnv tSuhtntm = %S)
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
15
05
0
15 Sediment on plants or debris
0
1
1
15
16 Organic debris lines or piles
0
05
1
15
17 Sod based evidence of high water table?
No = 0
es =
C Biology (Subtotal=
18 Fibrous roots in streambed
3
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
2
3
21 Aquatic Mollusks
CD
1
2
3
22 Fish
05
1
15
23 Crayfish
0
1
15
24 Amphibians
0
0-6
1
15
25 Algae
05
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 1 5 er =
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4 11
NC DWQ Stream Identification Form Version 4 11
Date � � J
Prolect/Site
Latitude _ 5
Evaluator C_Vw-,j
County
awl
Longitude
o 0,\(,0412
Total Points
Stream is at least intermittent % 5
Stream Determination (cir
Ephemeral Intermittent erenni
Other
e g Quad Name
if? 19 or perennial if >_ 30 s!
2 Sinuosity of channel along thalweg
0
A Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
0
3
3 In channel structure ex riffle -pool step -pool
ripple-pool s uence
0
1
1 1
3
4 Particle size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
1
3
6 Depositional bars or benches
0
1
®
3
7 Recent alluvial deposits
0
05
2
3
8 Headcuts
0
AC = 0 75 OBL = 15 Other = 0
2
3
9 Grade control
0
05
1
15
10 Natural valley
0
05
1
(T D5
11 Second or greater order channel
o =
Yes = 3
a artificial ditches are not rated see discussions in manual
B Hvdroloov ISubtotal = tO S
12 Presence of Baseflow
0
1
2
®3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
15
1
0
0
15 Sediment on plants or debris
0
5
1 1
15
16 Organic debris lines or piles
0 1
05
1
15
17 Soil based evidence of high water table?
No = 0
qes = 93
r Rinlnnv /Suhtntal = Cn -T5 1
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
3
2Q
1
0
20 Macrobenthos (note diversity and abundance)
0
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
05
1
15
23 Crayfish
0
OD
1
1 1 5
24 Amphibians
0
1
1 15
25 Algae
05
1
15
26 Wetland plants in streambed
AC = 0 75 OBL = 15 Other = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4 11
NC DWO Stream Identification Form Version 4 11
Date , (D Z'3, 2 ,7�
Project/Site �- —1
Latitude Y 1
Evaluator cltCi S
County ,
Longitude —$U lc ftWi
S
1
2
Total Points
Stream is at least l ttent S
Stream Determination (circig on
Ephemeral Intermittent a ennia
Other
e g Quad Name
e r
rf? 19 or Perennial i f ? 30 r
CD
3
A Geomorphology Subtotal = 15 �J
Absent
Weak
Moderate
Strong
1 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
CD
3
3 In- channel structure ex nffle -pool step -pool
n le- ool sequence
0
1
2�
3
4 Particle size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
n
3
8 Headcuts
0
ACW = 0 7 OBL = 15 Other = 0
2
3
9 Grade control
0
CD
1
15
10 Natural valley
0
05
CD
15
11 Second or greater order channel
o TDO
Yes = 3
artificial ditches are not rated see discussions in manual
B Hydrology (Subtotal= I b C, )
12 Presence of Baseflow
0
1
2
D
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
15
CD
05
0
15 Sediment on plants or debris
0
05
1
15
16 Organic debris lines or piles
0 1
05
1
15
17 Soil based evidence of high water table9
No = 0
lQY& = 3
C Biology Subtotal =—L-3115i
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
3
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
Cob
1
2
3
22 Fish
®
05
1
15
23 Crayfish
0
05
1
15
24 Amphibians
0
05
1
15
25 Algae
0
1
15
26 Wetland plants in streambed
ACW = 0 7 OBL = 15 Other = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4 11
NC DWO Stream Identification Form Version 4 11
Date 1 U , 2
Prolect(Site 5 ` O
Latitude 5 365
Evaluator
County lbo.vkAso n
Longitude -$v OCIOWDI
`
1
2
Total Points
Stream Determination (circle one)
Other
Stream is at least intermittent
If 19 or perennial '
rf if? � 3 30
Ephemeral Intermittent Perennial
e g Quad Name
A Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In channel structure ex nffle -pool step pool
ripple ool sequence
0
1
CD
3
4 Particle size of stream substrate
0
1
2
CD
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
15
7 Recent alluvial deposits
0
1
1
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
1
10 Natural valley
0
05
1
C-1-5D
11 Second or greater order channel
No = 0
es = 3
artificial ditches are not rated see discussions in manual
B Hvdroloav (Subtotal = 10 )
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
5
1
05
0
15 Sediment on plants or debris
0
05
CD
15
16 Organic debris lines or piles
0 1
0
1
15
17 Sod based evidence of high water table?
No = 0
es =
C Biology (Subtotal = Q )
18 Fibrous roots in streambed
®
2
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
0
O
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
05
1
15
23 Crayfish
0
5
1
15
24 Amphibians
0
05
1
15
25 Algae
0
5
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 1 5 er = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
tvr nwn CtrPam irlentifmration Form Version 4 11
Date —� '� f�
Project/Site -�`- 1
Latitude 5 -T 409
Evaluator
County bwj
Longitude —10
0
tdrJon
2
Total Points
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e g Quad Name
if a 19 or perennial if a 30
0
1
A Geomorphology Subtotal =_2,Lj
Absent
Weak
Moderate
Strong
1 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In channel structure ex riffle pool step pool
ripple ool sequence
0
1
2
^3
4 Particie size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
ON
7 Recent alluvial deposits
0
1
1
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
1
10 Natural valley
0
05
1 1
1 5
11 Second or greater order channel
No = 0
es = D3
artificial ditches are not rated see discussions in manual
B H drolo (Subtotal= 10
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
5
1
05
0
15 Sediment on plants or debris
0
1 0
1 1
1 15
16 Organic debris lines or piles
0
1 05
1 1
1
17 Soil based evidence of high water table?
No = 0
s =
C Rinlnciv fSuhtntal = k 1
18 Fibrous roots in streambed
3
2
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
0
1
15
23 Crayfish
0
05
1
15
24 Amphibians
CD
05
1
15
25 Algae
0
03
1
1 5
26 Wetland plants in streambed
FACW = 0 75 OBL = 1 5 Ot r = 0
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4 11
NC DWQ Stream Identification Form Version 4 11
Date 0� Lo k J_
ProlecUSrte �Jt� '®
Latitude `
Evaluator.`
County v
Longitude
0
�a
2
Total Points
Stream is at least Intermittent
Stream Determination (circle one)
Other
if _ 19 or perennial if _ 30 r Z
Ephemeral Intermittent renn
e g Quad Name
A Geomorphology ( Subtotal = `J
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In channel structure ex riffle pool step -pool
ripple-pool s uence
0
1�
2
3
4 Particle size of stream substrate
0
1
2
3
5 Activelrelict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
OQ
1
2
3
9 Grade control
0
05
(7
15
10 Natural valley
0
05
1
1
11 Second or greater order channel
No = 0
es =
a artificial ditches are not rated see discussions in manual
B Hydroloqy (Subtotal
12 Presence of Baseflow
0
1
2
0
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
1 5
1
05
0
15 Sediment on plants or debris
0
05
0
15
16 Organic debris lines or piles
1 0 1
05
1
15
17 Soil based evidence of high water table?
No = 0
es = 3
C Blolow (Subtotal= 8 L5 )
18 Fibrous roots in streambed
3
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
QD
1
15
23 Crayfish
0
05
1
15
24 Amphibians
CO)
0 5
1
15
25 Algae
0
05
CD
15
26 Wetland plants in streambed
CW = 0 75 OBL = 15 Other = 0
perennial streams may also be identified using other methods Seep 35 of manual
Notes
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 411
NC nWO Stream Identification Form Version 4 11
Date �� �n 1
Project/Site �` 1
Latitude ' U 53 S
Evaluator ��r�5
County v,� O
Longitude —�O CMII$5
Total Points
Stream is at least intermittent
Stream Determination (circle a
Ephemeral Intermittent renni
Other
e g Quad Name
if? 19 or perennial if? 30
2 Sinuosity of channel along thalweg
0
A Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In- channel structure ex riffle pool step -pool
ripple ool sequence
0
1
20
3
4 Particle size of stream substrate
0
1
2
3
5 Active /relict floodplain
0
1
1
3
6 Depositional bars or benches
0
1
1
3
7 Recent alluvial deposits
0
05
2
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
15
10 Natural valley
0
05
1
11 Second or greater order channel
o = 0
Yes = 3
artificial ditches are not rated see discussions in manual
R Hvrlrninnv tSuhtntal = q 1
12 Presence of Baseflow
0
1
2
0
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
15
1
05
0
15 Sediment on plants or debris
0
1
1
15
16 Organic debris lines or piles
0
05
1
15
17 Soil based evidence of high water table?
No = 0
es = 3
C Blolo (Subtotal= in
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
CD
1
2
3
22 Fish
0
05
1
15
23 Crayfish
0
05
1
15
24 Amphibians
05
1
15
25 Algae
0
05
1
15
26 Wetland plants in streambed
FACW = 0 75 OBL = 15 0 er =
perennial streams may also be identified using other methods See p 35 of manual
Notes
Sketch
41

Preliminary JD Form

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD) 14 July 2012
B NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD
Christopher Hopper CFM Synergy Environmental Consulting (Agent) Request
being made on behalf of the City of Thomasville Responsible Party Mr
Morgan Huffman City of Thomasville Public Services Director
C DISTRICT OFFICE, FILE NAME, AND NUMBER
D PROJECT LOCATION(S) AND BACKGROUND INFORMATION
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State NC County /pansh /borough Davidson County City
Thomasville
Center coordinates of site (lat/long in degree decimal format) Lat
Pick List Long Pick List See attached Table
Name of nearest waterbody North Hamby Creek (High Rock Lake / Yadkin
Pee Dee Watershed)
Identify (estimate) amount of waters in the review area
Non - wetland waters 440 linear feet 2 40 width (ft)
Cowardin Class See Table
Stream Flow Perennial Intermittent and Ephemeral
Wetlands None
Cowardin Class N/A
Name of any water bodies on the site that have been identified as Section 10
waters
Tidal None
Non Tidal None
E REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY)
❑ Office (Desk) Determination Date
® Field Determination Date(s) 15/16 January 2012

1 The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site
Nevertheless the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time
2 In any circumstance where a permit applicant obtains an individual permit or
a Nationwide General Permit (NWP) or other general permit verification requiring
pre construction notification (PCN) or requests verification for a non - reporting
NWP or other general permit and the permit applicant has not requested an
approved JD for the activity the permit applicant is hereby made aware of the
following (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD which does not make an official determination of
jurisdictional waters (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit including whatever mitigation
requirements the Corps has determined to be necessary (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicants acceptance of the use of the
preliminary JD but that either form of JD will be processed as soon as is
practicable (6) accepting a permit authorization (e g signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action or in any administrative appeal or in any Federal court and (7) whether
the applicant elects to use either an approved JD or a preliminary JD that JD
will be processed as soon as is practicable Further an approved JD a proffered
individual permit (and all terms and conditions contained therein) or individual
permit denial can be administratively appealed pursuant to 33 C F R Part 331
and that in any administrative appeal jurisdictional issues can be raised (see 33
C F R 331 5(a)(2)) If during that administrative appeal it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site or
to provide an official delineation of jurisdictional waters on the site the Corps will
provide an approved JD to accomplish that result as soon as is practicable
This preliminary JD finds that there may be waters of the United States on the
subject project site and identifies all aquatic features on the site that could be
affected by the proposed activity based on the following information
2

SUPPORTING DATA Data reviewed for preliminary JD (check all that apply
checked items should be included in case file and where checked and
requested appropriately reference sources below)
❑ Maps plans plots or plat submitted by or on behalf of the
applicant/consultant JN Pease Engineers and Architects
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant (NC DWQ Stream Identification Form 4 11)
❑ Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters study
❑ U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
® U S Geological Survey map(s) Cite scale & quad name High Point
West Fair Grove NC USGS 7 5 Minute Topo Maps
® USDA Natural Resources Conservation Service Soil Survey Citation
McCachren Clifford M Soil Survey of Davidson County North Carolina
(1985)
❑ National wetlands inventory map(s) Cite name
❑ State /Local wetland inventory map(s)
® FEMA/FIRM maps Davidson County NC FIRM 6777
❑ 100 -year Floodplain Elevation is 761 5 ft msl 799 ft msl (National
Geodectic Vertical Datum of 1929)
❑ Photographs ❑ Aerial (Name & Date)
or ❑ Other (Name & Date)
❑ Previous determination(s) File no and date of response letter
❑ Other information (please specify)
IMPORTANT NOTE The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations
Signature and date of
Regulatory Project Manager
(REQUIRED)
3
A6EN'T
Signature and date of
person requesting preliminary JD
(REQUIRED unless obtaining
the signature is impracticable)

North Hamby Creek Sanitary Sewer OutFall Replacement Sewerline Crossinqs
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
1
35 864182
80 103230
R 3 UB 1
40 feet
Non section
10 — non tidal
2
35 867175
80 104372
R 4 SB
40 feet
Non section
10 — non -tidal
3
35 867699
-80 103110
R -4 SB
40 feet
Non section
10 — non -tidal
4
35 868601
-80101275
None
40 feet
Non - section
(ephemeral)
10 — non -tidal
5
35 869256
-80100074
R 3 SB -3
40 feet
Non section
10 — non tidal
6
35 871125
80 096412
R 3 SB -3
40 feet
Non section
10 — non tidal
7
35 873858
80 090859
R 3 SB 3
40 feet
Non section
10 — non tidal
8
35 874003
80 090011
R 3 -UB -1
40 feet
Non section
10 — non tidal
9
35 874699
80 089507
R 3 -RB -1
40 feet
Non section
10 — non -tidal
10
35 875681
80 087570
R 3 UB 2
40 feet
Non section
10 — non -tidal
11
35 873351
-80093183
R -3 SB 3
40 feet
Non section
10 — non tidal

0
1
(_ T A.,
-4—
T.
M
0
0
(u
Lu Fu
-a
<
0 Fu
x -a
0
<
0
0(0
Lli
LLI
LL
co
LL U-
N U-
N LL
d Q
w
LL
1
(_ T A.,
-4—
T.
M
0
0
0
0
0(0
LLI
LL
co
0 S1,vr rjj 3111ASVNOHJ JC
I<L z
174'
0
0
t
L— — --�
O
162
z
0
0

Agent Authorization Letter

AGENT AUTHORIZATION FORM
Project Owner City of Thomasville
10 Salem Street
PO Box 368
Thomasville NC 27360
336 475 4210
The undersigned registered project owner for the CITY OF THOMASVILLE NORTH HAMBY CREEK
SANITARY SEWER OUTFALL IMPROVEMENTS do hereby authorize Christopher Hopper of SynergY
Environmental Consulting to act on my behalf and take all actions necessary for processing issuance
and acceptance of this permit or certification and any and all standard and special conditions attached
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge
Authorized nature QAa�A—� Date �p Z"( I Z.,
Kelly ra er City Manager

Determination of Minor Construction Activity

Determination of 11finor Construction Activity
North Carohna Division of Water Quality
Infrastructure Finance Section
Project Applicant City of Thomasville
Date May 31 2012
Protect Number CS370619 04
Estimated Project Cost $3 488 135
Estimated Funding Amount $2 709 099
Project Description The proposed project will construct a new sanitary sewer outfall to replace
and expand the capacity of the existing deteriorated North Hamby Creek Sanitary Sewer Outfall
located in the southwestern portion of the City of Thomasville The project includes
construction of approximately 3 3001 f of 42 inch 4 8001 f of 30 inch 13001 f of 24 inch and
9001 f of 8 inch gravity sewer main approximately 47 new manholes and approximately 13
major connections to existing sanitary sewer collection systems
The above named applicant intends to apply for assistance from the State Revolving Fund
program to construct the wastewater facilities described above The North Carolina Division of
Water Quality (DWQ) has conducted a review of the project in accordance with the procedures
(NCAC 15A Subchapter 1C) for conformance with the North Carolina Environmental Policy
Act The DWQ has determined that this project is below the minor construction activities
threshold outlined in 15A NCAC O1C 0408 therefore the project is exempt from inter agency
review and the preparation of additional environmental documents is not required
This determination shall become effective upon its distribution by DWQ and will be available on
the DWQ Infrastructure Finance Section s website
(http / /portal ncdenr or web /3yq /ifs /er /fonsis) This determination can be revoked at any time
adverse information is made available The documentation to support this decision will be on
file with the North Carolina Department of Environment and Natural Resources Division of
Water Quality Infrastructure Finance Section and is available for public scrutiny upon request
Comments concerning this decision may be addressed to Ms Jennifer Haynie Facilities
Evaluation Unit Infrastructure Finance Section, Division of Water Quality, 1633 Mail
Service Center Raleigh North Carolina 27699 or she can be reached by phone at
[phone]
Sincerely
Kim H Colson P E Chief
Infrastructure Finance Section
Division of Water Quality

Project Plans and Profiles

N
ru
lu
0
ui
u
°oNt- 0
yN 00 V
- CnZMM
o
0 L cw
Lis
o u
O � N
W)
U) s = O
0 Am
E 0 N CL
N
0 Z m E
%I= cn
s
0 z
Q� W L
>E C4 T
V = � CD 0,
o N W
U
O z
s °moo
S�IyL • b z U
' �o�, i' _ = z >
0 d 0 O or z Co -
o '0 o
`j'JID '� • v o O
U�
m Gi
y
Zy
cl
50
C �
O
U
U
O
U Z
rm
D
W
m
5
a
�
o=
W
�Cp
co od
}p$�+
N ^ W
1-
m V �O
Oy
00000000
1n
Vi 0 ti ;i VI H N In O
0 0
22-22 pp O O =
8z
ppO ppO oo
O 0 0 0 3
O
as
+F +u+p
$ ^ +CT4In GOD
�Z
ryj
Q
0 0 0 6 0 0 p 0�
in
W
O Q
D D
Q
NN NNN V7 VfW
H W
000
"J `J` `J` `J` LLJ `J` `J a
O6
� a
Hai
�
OO000OOO2a2'
OL2U
w
N
OC
aaaaaaaa�ii
zz�a
OO�C,
m
ZZZZZZZZ"
aaaaaaaaQ
0
z'
N H C D
°°a�
g 3 g5Q
a
°
¢,Z
ga
WNWIn0)
aan.aaaan.Vn
O
CL V)
0 0 2'
0 212 0 0 0 0 0 0
Z
O
UUUU
Z
UUUUUUUUU
°
US
U�
m Gi
y
Zy
cl
50
C �
O
U
U
O
U Z
rm

:11
v I PA I CC
m � �
pw (a0J0 F--p
XRO 3a
o�
Ogg I
¢ ®g� 2
0
�y'ioF °0�
U Urn"
gp
p
gygyO°
SO m 8i��
°0�
oUso
L
GO 306
o d,
�W 0 d
qqUU m
N r{
GI
0
d
I �u
�i
< °
d
s® ° °
a W? o U-I t08 ao� o o Guy a
2
�g g 0g�gm oo& w 0
O �: lr5 �° c10 GNU �EO =� U d ° O°Cl
m n83..$� o y�� & i� chi° o °�s
O
1901202 R VA .0 6
< ad 919-291 p3 F O
�wm m a4 w �� gg O s°u,o
1
10 o o�o<�< °9 O z�iyin�n3ff a ysa o�Y� 0� go
LU
"OuS6 uj� P ?ao €o o19; 14 Q o 9fOpO ° °Hm
nod ° ve-H. 9 i u 04 0 UO
Na0mo ° � U"Oh < M
�
- ' 0
g�a °pg
o V °
°O R4 0
u s �8 s o
�� °p
LA oo 2202
i
m
$s 3
e G
0
u
r
0
r
3
s O
b
8
1 � �
3 �
V
of
93 4
S S g
16
0 19u °o °0 g2 6 lu ° 01
_
° ° 6d '
o�
S S�a3 �ff ®" fo n °u�o ° cu
° o b u u�
°sus °; z 8 a % QHO
E �m
2 �3 ��8� .�.P %Rmg�� CO,i 9a
o� 9 i�z� a g g °� eiI° �� f ° 4� gG c0
u6 °�G�� o u u� ow o u u 7� r~
u CS g g s 3 10 m" ¢ �° �s Q p
u I O
HT !MA
N n U n n d ad n
Iff
W
A
0
r.
O
.4
yj
O
w
0
9
NM
e
lip$
9
` N
v
d
V J
d d
C
ch
W
�M o Aw
003 � °� o
E V 1.0 pG �
°6 Reg tvJ sn4Y'ar° b�D� �� &off o� S ,
O 6 ®
O V °
° a
V o
$� 0 0 ® Y Y o dog i g� g S�
to E v) t ewI3° u� 2� W Q O C Ir
3SS u9r 0 1,1�� a 3G I o.03 00 6 ° u �� C Y N
u MY
� Ov� `� Of d O eA 5 °�q� gg°�� 3 0 rn L U Q
0 0 ° i ° Yb D D N Sur ie d° ca %+'0
0 jj.PJHO� '-' Oz E co
�W
U N A Uoi & V 1 I I 1 S °GSt�n N '30 3�G O ns L V
n N of
E O O
U rE Z U
0
a m� S
O ¢0
Bogs
Le
O
3m
wv
1 h3
v
V
w
H1
V
tj
0
0
am 1 m6°
io°0 u ugo�o �
0 H��� p l -g 0 "JJOO °O pmo;�
® 0 �
q �G OSC 5 °ow O OR
HMO
301EogO1 X92 p
63i H0.0.0 Eff
wu
,� g�w�U�J OmO U'g3 S�S �aOVbi W
e Gl eq
�E 6 gg®w�d oa��oo
�3o F i °o C ° ° °� �1
`a
4
=qc
�0
,y
�i C
111111 ///
O &0
rwC4 Z v_
m rho
L L10' v eunr
loci
069d 3
F umvi
3d P oW� H
ieem6u a
3d MoNgiBO N
JOBeusw loefaa
3d )PliglgD 0
a
a NOMIZ v
C,

n
0
n
U
� n
IL
o gu —■ ■
n
M
Ou
■�S
I I °gym .b
os I I ■ �s� o
O I �7
37g
��� t I ■ o
°
J6
3
W w~ n
x
O
Z:,
O
v
O g�.Iola
0�sgo
�
W r U
a
5--
ob
t�
mop
j�
I ip
dp�
O
I
Ile
Poo
u f5 I r4
ml
s�
3� 8 w E
1 1 $ ��
_� i �� 6
d 2881bil 111 111 moll
v
A
0
B V
' O
0
N
I( u CAW
u
uj
y4 N
° + H C
b C
qy
°
OOQ
B �a12 r
051 HOO,
If
a 1a9° N
0 °
oo@ftY
'I u MOO u 65 S1
E ° c
JMMA 1211 Oz E
�
� Aso °����d 41� 0 � m6 v � °_' CQ .0
N
'o O O
UFE Z U
8u
ee
eBed 3
As umvi
3 d PIoWOWO H
JOGUIBU3 joefoid
3 d )PlJgieD A
i Bvwfi Toe a
�`1� ���1 3d �IouQieD 0
C lBdPuPd M10
=U W CON Z V_ o
4` I
4(
fib,"'&
A Wks
I
dJff�fWSlflflf

u
■
o
g 00 0
o g & ZZIm
u
o
i es
?�
8
0 �In F O
z
opi3 � 0
o
P
3g
�� 090
o
��W��0d��2"
Nei
ego �� o
■
w S
O U
xvw s 01
N W A
N01103S 3NOJ
5381 A
Q
fi3
luu 3 ;
5
^
mpg u
,/^�
uJ
a
V
—
U
4uu
O�
zz
FOF �
V
�3
6
0
-
��00�
� sf�
J
z
owNow
00
g n'
i°�€
u�;
W 91
o
N
U
W
V
L) u
Ou
�W
Q3
& Gt&
g& 0 iF
o
g 00 0
o g & ZZIm
u
o
i es
?�
8
0 �In F O
z
opi3 � 0
o
P
3g
�� 090
o
��W��0d��2"
Nei
ego �� o
■
w S
O U
xvw s 01
N W A
N01103S 3NOJ
5381 A
ON S
fi3
luu 3 ;
5
^
mpg u
,/^�
uJ
i <uO
K(7
3 ®°
V
U
4uu
O�
I
"V
W-4
U
Wk
�Q
°U
O
o�
a V�
N011033 S30
(NW)3OM 13011 HSSd31S
dAA 0 0 10 Sd31S H W
fi
S
S av
Qom
�Ot
NW }—
o
fi3
luu 3 ;
5
^
mpg u
,/^�
uJ
i <uO
K(7
3 ®°
V
"V
W-4
U
Wk
�Q
°U
O
o�
a V�
N011033 S30
(NW)3OM 13011 HSSd31S
dAA 0 0 10 Sd31S H W
fi
S
S av
Qom
�Ot
NW }—
�C
U
LC
z
a O
z
O
U
w
U)
41 0
�1 N
rr0
N O
N !
O Ng
F
QN
M
M
N
V/ °1
c
W
' �d t� 1 � �t �' 0
° 0 �l ° �
S O pup
}i �3A F f3
z L
E / a
tL o o � a
�
y1 1f 1 -°
13w R a u'� o o S a
Ei ° Ell Uo-
f? O
o d o m 5�wg go�j o Q
o sssu� gsz gy
aa°
o
ac a N �' - o N
ca
' y Co
a�
Cl) r
�0 c
�o N
T E
cn v U Q
Eo-a c
O z E co
Co
'Eo c
U9 Z U
= UQ
aLoa v eunr
°gyp ca r a y e6ed 3
} 7 YS tlf 5 ' � umvia.
NN UON
3d P opoap H
F J98ulBu3 to lOJd
3d tpVQIEKJ N
( x t p ieoa foes
P t O 3d Ho11418o a
�! y , d f ? E _ T I { W C! ed ou 1 pefoi
I x
t O1
CL
b c a I
r _
r 0
Q O
I Q�W46
+ Neal
.'amZIMW 17
oo
C
®�
u
U
4uu
O�
U'
0
FOF �
V
�3
6
0
-
��00�
� sf�
J
z
owNow
00
g n'
i°�€
u�;
•
o
N
4
Pig
V
L) u
Ou
�W
W
uO
°
O
",b
106
O�4��
0�n w @'o
�
rl
Quo 0 o
0ZZ`ZZ<<u
�J
jE
O m v
)
1
�C
U
LC
z
a O
z
O
U
w
U)
41 0
�1 N
rr0
N O
N !
O Ng
F
QN
M
M
N
V/ °1
c
W
' �d t� 1 � �t �' 0
° 0 �l ° �
S O pup
}i �3A F f3
z L
E / a
tL o o � a
�
y1 1f 1 -°
13w R a u'� o o S a
Ei ° Ell Uo-
f? O
o d o m 5�wg go�j o Q
o sssu� gsz gy
aa°
o
ac a N �' - o N
ca
' y Co
a�
Cl) r
�0 c
�o N
T E
cn v U Q
Eo-a c
O z E co
Co
'Eo c
U9 Z U
= UQ
aLoa v eunr
°gyp ca r a y e6ed 3
} 7 YS tlf 5 ' � umvia.
NN UON
3d P opoap H
F J98ulBu3 to lOJd
3d tpVQIEKJ N
( x t p ieoa foes
P t O 3d Ho11418o a
�! y , d f ? E _ T I { W C! ed ou 1 pefoi
I x
t O1
CL
b c a I
r _
r 0
Q O
I Q�W46
+ Neal
.'amZIMW 17
oo
C
®�
U
4uu
O�
U'
0
FOF �
V
�3
6
0
-
��00�
� sf�
J
owNow
-
"
Fu
�C
U
LC
z
a O
z
O
U
w
U)
41 0
�1 N
rr0
N O
N !
O Ng
F
QN
M
M
N
V/ °1
c
W
' �d t� 1 � �t �' 0
° 0 �l ° �
S O pup
}i �3A F f3
z L
E / a
tL o o � a
�
y1 1f 1 -°
13w R a u'� o o S a
Ei ° Ell Uo-
f? O
o d o m 5�wg go�j o Q
o sssu� gsz gy
aa°
o
ac a N �' - o N
ca
' y Co
a�
Cl) r
�0 c
�o N
T E
cn v U Q
Eo-a c
O z E co
Co
'Eo c
U9 Z U
= UQ
aLoa v eunr
°gyp ca r a y e6ed 3
} 7 YS tlf 5 ' � umvia.
NN UON
3d P opoap H
F J98ulBu3 to lOJd
3d tpVQIEKJ N
( x t p ieoa foes
P t O 3d Ho11418o a
�! y , d f ? E _ T I { W C! ed ou 1 pefoi
I x
t O1
CL
b c a I
r _
r 0
Q O
I Q�W46
+ Neal
.'amZIMW 17

v PA
€�
12-0 uo u p
s0 I I I I I — I-
7 111111§ .�
N cu 0 °
a+ o
"
0 s� s
1 i0u —
. 'l, 2E V
5 30 q
S o P, 06 it s�
� il.
t�
1 "e
J
F_
0
ld
W
W
oc
U
co
2
0
z
W ° oG� J
18 TES fill R:
a 08g g o I ?6150 § ' 00 0
0919111M
m
1112 6- faviligIV100 ":,
SHO I-
O GGsF zo �G��p o � Ggou � ��OV°�3�I �LX�pp � 3�F
� i U t p °O
x
v
v
At
1
1
1
4
0
Gn
�i
H
H
1
z_
V
R
A
0
f � N
2 d
Ry
Q) I
wc
u
u ME N
��8W
W
a °��� °°
� ohs
p
;Q�!0 imTV 00��� ° �O
®'
�
Od a d
PlIzz g
° u Oar,as xa �� a° ���uu
IMIM51
to bai�NNh�4ha I I�'I M. it —r
d
_ as
:3 c
0 nod
o (D c
EE Z -a c
E as
H d ct
2
O v
IU � Z U
u!) O U X B 0 rF`` 1 /-� 0
O
0 b
�0 R_'SW N ��ti "° u b
W Cl* . 0 y
� � Z�
d
1 �
ut-
9
�
55
m �
°
g la
8Zf0
o
bK
t' �
0
I
iS
I x4
o
U�
Z
� �
ORqa
II
jo Q
°
o
��gl�l@
�IO�BI�9BB�IE�A�
I
a
@ &i
€Ii9B9i�B�!
�O
G
v
s�
°
o�u
Q
016
Z
BOO
s 0
1
�
a
kw
R ° 2
p
V°
1
�-
I�
N
yp
� °
}�a
a
7
0
°
U
p
u Oy
rr�
SO°
®�
'a'
~
6 0
�
..y
v
�xSs
&a
8�
U
O
u
u �s
°I
0
913
20
u
r�
u
t
�m
��IIIIIIIIIIIIIIIUIIIIIIIIIUIIIIIIIIIIIUIIIIII
V
J
F_
0
ld
W
W
oc
U
co
2
0
z
W ° oG� J
18 TES fill R:
a 08g g o I ?6150 § ' 00 0
0919111M
m
1112 6- faviligIV100 ":,
SHO I-
O GGsF zo �G��p o � Ggou � ��OV°�3�I �LX�pp � 3�F
� i U t p °O
x
v
v
At
1
1
1
4
0
Gn
�i
H
H
1
z_
V
R
A
0
f � N
2 d
Ry
Q) I
wc
u
u ME N
��8W
W
a °��� °°
� ohs
p
;Q�!0 imTV 00��� ° �O
®'
�
Od a d
PlIzz g
° u Oar,as xa �� a° ���uu
IMIM51
to bai�NNh�4ha I I�'I M. it —r
d
_ as
:3 c
0 nod
o (D c
EE Z -a c
E as
H d ct
2
O v
IU � Z U
u!) O U X B 0 rF`` 1 /-� 0
O
0 b
�0 R_'SW N ��ti "° u b
W Cl* . 0 y
� � Z�
d
1 �
ut-
9
�
55
m �
g la
8Zf0
o
bK
t' �
0
I
iS
I x4
o
U�
I
II
°
��gl�l@
�IO�BI�9BB�IE�A�
I
a
@ &i
€Ii9B9i�B�!
�O
a o �uu
v
s�
°
o�u
Q
016
Z
BOO
s 0
1
s
V°
o
u
J
F_
0
ld
W
W
oc
U
co
2
0
z
W ° oG� J
18 TES fill R:
a 08g g o I ?6150 § ' 00 0
0919111M
m
1112 6- faviligIV100 ":,
SHO I-
O GGsF zo �G��p o � Ggou � ��OV°�3�I �LX�pp � 3�F
� i U t p °O
x
v
v
At
1
1
1
4
0
Gn
�i
H
H
1
z_
V
R
A
0
f � N
2 d
Ry
Q) I
wc
u
u ME N
��8W
W
a °��� °°
� ohs
p
;Q�!0 imTV 00��� ° �O
®'
�
Od a d
PlIzz g
° u Oar,as xa �� a° ���uu
IMIM51
to bai�NNh�4ha I I�'I M. it —r
d
_ as
:3 c
0 nod
o (D c
EE Z -a c
E as
H d ct
2
O v
IU � Z U
u!) O U X B 0 rF`` 1 /-� 0
O
0 b
�0 R_'SW N ��ti "° u b
W Cl* . 0 y
� � Z�
d
1 �
E
W
h
z
0
3
QC
0
>z
?0
U pct
M e o 1 N su
XVWJr9z saa 1 91 33s akoz 4eunr
S3IMVA B
BBd 3
As UMBJCI
rn 3 d PJ°PI=D H
J w 4J 3 d SQUID of
�i J &' �� � f�- 'a' � 3 d �IJVJB'J H
LL. OF �o I JBBBUB j.78 OJ
H y 3 d HoIJQJBD a
p W 0
14�Gy1 u, �
CV M °
I ` r ` II ,,
cu UV O Qv O9 to b" �✓ I g g n
m W b n �p v 7v " bo Z W CA
oWP-4 ey0
211
s� r
f� U
�N
NB•�
��gl�l@
�IO�BI�9BB�IE�A�
@ &i
€Ii9B9i�B�!
@B�BB9
@ @�91
��IIIIIIIIIIIIIIIUIIIIIIIIIUIIIIIIIIIIIUIIIIII
OIIIIIIIIINIIIIIIIIII�IIII
!lIIIIIIIIII�IIII�III',
�II�I'
�1��91i19Elll�l�19090999�9���99�
»9�91�a�3'�
E
W
h
z
0
3
QC
0
>z
?0
U pct
M e o 1 N su
XVWJr9z saa 1 91 33s akoz 4eunr
S3IMVA B
BBd 3
As UMBJCI
rn 3 d PJ°PI=D H
J w 4J 3 d SQUID of
�i J &' �� � f�- 'a' � 3 d �IJVJB'J H
LL. OF �o I JBBBUB j.78 OJ
H y 3 d HoIJQJBD a
p W 0
14�Gy1 u, �
CV M °
I ` r ` II ,,
cu UV O Qv O9 to b" �✓ I g g n
m W b n �p v 7v " bo Z W CA
oWP-4 ey0
211
s� r
f� U
�N
NB•�

10
r
v
9
I
I
1
�
WA I e
I
U
N
` u
uuu
LLB6 L 1
1S `
U
w �
u
r)
MATCHLINE STA 12 +00
o o�
• N
i
I LC
I� � �►1 I I °��
8
Q
z t N \
,8
LLJ
�I a
z
I H
N
EX ca
m
I
AU �� d
�` �i - Wow
v
N
_ J pBb1A FIA°DWA4 MORPH HAMBy CRFFh
m \RMA16DYBARFLOODZONB ZONSAB \I —
PUMA 10011
w o. 90 _
6Q +,
lu
$ 1/ I�
x
z
oW i I Im Q
I c - 0z E�
Q o t m RS
CL
gig as
a l g o't C
A VH Z co
LE b'L'
o a
dONd r r U
W.0 o�_
\
IL r
y II \
�p;,y �<e z
pp w 3 ed j � ell {4�
LU
.O 0 dY N �• �V
LU H Z
�F U m; o o°
r uo
J m < \
U /
Zt03 4eunF
8 O /�• ,� $/ / 9e
z •� / l e88d 3
a / 3 d P PPOJO H
jeoulBug 10910
b • / /
3 d )[°ua+8o H
Je68u8 Joefa
• / / / 3 d I°NQJeD 0
/
jBdIoulid 1De O
41 V-L
/ 7 i C Q cv
L �> V! • r
Vito
w �
u
r)
MATCHLINE STA 12 +00
o o�
• N
i
I LC
I� � �►1 I I °��
8
Q
z t N \
,8
LLJ
�I a
z
I H
N
EX ca
m
I
AU �� d
�` �i - Wow
v
N
_ J pBb1A FIA°DWA4 MORPH HAMBy CRFFh
m \RMA16DYBARFLOODZONB ZONSAB \I —
PUMA 10011
w o. 90 _
6Q +,
lu
$ 1/ I�
x
z
oW i I Im Q
I c - 0z E�
Q o t m RS
CL
gig as
a l g o't C
A VH Z co
LE b'L'
o a
dONd r r U
W.0 o�_
\
IL r
y II \
�p;,y �<e z
pp w 3 ed j � ell {4�
LU
.O 0 dY N �• �V
LU H Z
�F U m; o o°
r uo
J m < \
U /
Zt03 4eunF
8 O /�• ,� $/ / 9e
z •� / l e88d 3
a / 3 d P PPOJO H
jeoulBug 10910
b • / /
3 d )[°ua+8o H
Je68u8 Joefa
• / / / 3 d I°NQJeD 0
/
jBdIoulid 1De O
41 V-L
/ 7 i C Q cv
L �> V! • r
Vito

AN
6l Z9 -Z11
2JJ
v
I I oN ON
_
+U)
2
AN
6l Z9 -Z11
2JJ
4v
I I oN ON
_
+U)
2
rc
c
Z
0
m
Ct
O
£ N E)NISSONO )133210
Dog
c o
v
adON 3VV0H
a
r
S N3N011H3 iMdd6
1044 lZV1S
_
cwl
/
o
6%jMHI�IW�
Z ON JNISS080)13
0 `
3
ZB B l 81 d1S
1
b
I
/I� gb
0
o =�
1
1
I
g
n
J
17310ARV7�
�
I
I
18
p
s
N
8
N
8
N
8
"
s
N
g
s
8
8
ie
s
io
g
s
8
n �
V
1
v
w
z
u
N �
• N
N
HL INE STA 24 +04 0 V ry!�
453 0 • jd
lOdd �I
I °
U
II � u Le
Im O
N
I < U P
I VD, 'b 0
k�
r�r
M VJ
tv
y° z
t
u �
e
V
Z V1S 34I1H5IVW
b �
rq pZ g
G h� C v
vaiao -N C
a O
CL
NO O�
0 a �LLw W
a Io
Lmu ZU
=ma `
Z =ZzyO�j °<
S� ZS��Y �m
CV
u7 QWa�wZ C4
Z 2 y \ 4n
�
2JJ
4v
(/1 ' Vq4j�
4,1)11
2 § 3
+U)
2
x
v
w
z
u
N �
• N
N
HL INE STA 24 +04 0 V ry!�
453 0 • jd
lOdd �I
I °
U
II � u Le
Im O
N
I < U P
I VD, 'b 0
k�
r�r
M VJ
tv
y° z
t
u �
e
V
Z V1S 34I1H5IVW
b �
rq pZ g
G h� C v
vaiao -N C
a O
CL
NO O�
0 a �LLw W
a Io
Lmu ZU
=ma `
Z =ZzyO�j °<
S� ZS��Y �m
CV
u7 QWa�wZ C4
Z 2 y \ 4n
�
2JJ
\
+U)
c
Ct
O
c o
v
NO
Cc
ca
0 0 CC
• 45 iE z(n
LE
�I °u
a
it I��I
I
n
01 JA H
Y �u
II II 130
11 III 1 moL b r
iqlao
Wild 'a
Ae umBi
\ I \ \ \ 3 d PWOW3OJ3 H
AssulBug looloid
�.B,. yea
3 d N31 QJeO Q
x I\\ \ \ \1 L oui 10
v /
II I \\ aQ QN Z•V� Y
CV) �.
16V* M ? %C
�••07I a
3NIlH:D1VW
H ee►�

AM
om
:I=
v I 1U I <
R
0
s
s
3
3
x
3
1
3
3
1
3
3
Y
3
V
3
v
3
V
M �
O�o
[V
LA
°dt` 4�ror �x9
z M ` f Lf
y h \
/&
tj
J�d cod�
o 50
z o
p
o s
P °= �
zwa
5'
W
�ogu W Um
o ul f
u�
66 6
ol
goN$9
coo 1y�� uu MHUA � F�
`Wz��0 I I of
g g I ,
d W , a
°���r�
m
m d Xen \
wa��b
i=zFZo \�
F _°
z
E Cr
\
\ >
CL
\\\
° E
�\ \ w o V (D
W
i
O
���+EV-
V, C
O Ca
v `•I UHZln
z II Jtt,LE
b
1" \ , o �$oJ 2
�► �u
Q Y
I
■� 06
\ I, do
a Y o t
.^v II II �
1 �l 4 cl,
— IIQ�?z
1W$3 01 Ala O
dondl M ,030
*Ip
ti
I"
I
w SUO 9
1 I a we b r
Q�
I►
eBed 3
II wNe�
'
3d P CAMD H
JOGUIBLq Peloid
I� 3d NOMMO H
JOBBLM a
JVdlOUlJd MlOjL 0�
I � U
'I
CO-) - N _z v-
oo +�z
3NI1H�1bW `Yp "' ?ca Q ` o�, P-
\ 4'
OC
00+4¢ V1S
Si ON
i
4 ON ONISSOaO )133MO
LJr -
JM
I N31OHNVVY
d0
0301SNI VIO 01
�
a
/
b
O QCs
N
L x>
23
C
s
R
a
I
�
1
1
E 0 Z V1S
1
I
�
I
s
s
3
3
x
3
1
3
3
1
3
3
Y
3
V
3
v
3
V
M �
O�o
[V
LA
°dt` 4�ror �x9
z M ` f Lf
y h \
/&
tj
J�d cod�
o 50
z o
p
o s
P °= �
zwa
5'
W
�ogu W Um
o ul f
u�
66 6
ol
goN$9
coo 1y�� uu MHUA � F�
`Wz��0 I I of
g g I ,
d W , a
°���r�
m
m d Xen \
wa��b
i=zFZo \�
F _°
z
E Cr
\
\ >
CL
\\\
° E
�\ \ w o V (D
W
i
O
���+EV-
V, C
O Ca
v `•I UHZln
z II Jtt,LE
b
1" \ , o �$oJ 2
�► �u
Q Y
I
■� 06
\ I, do
a Y o t
.^v II II �
1 �l 4 cl,
— IIQ�?z
1W$3 01 Ala O
dondl M ,030
*Ip
ti
I"
I
w SUO 9
1 I a we b r
Q�
I►
eBed 3
II wNe�
'
3d P CAMD H
JOGUIBLq Peloid
I� 3d NOMMO H
JOBBLM a
JVdlOUlJd MlOjL 0�
I � U
'I
CO-) - N _z v-
oo +�z
3NI1H�1bW `Yp "' ?ca Q ` o�, P-
\ 4'

v I w 1 �
3
3
i
i
e
r
U pA
1
g0
CL
llCL
M
O �
N o
mm"
V
`J a cn
M
z
ccn
1,1 1
N
Z
Z / I q'I l I �W
/
C.
U) v U
IN Oz E
Co
o \t z, C t C
\\ USE
c ` \ OP O
quo
M
/ g / ztoz 4eu r
� e
Z
Ag umwei
/ 3 d PJoPPO+3 H
t / Aseu Bu a
3d YA gmD'N
/ !
JOBBUBn MOM
3 d 40 AMD 4
4 � "
co Ch • d.�
Ll
Nfi'
l
1
ji�
--
61 ON 31
- --
HNVW
I
� I
1
�
th
F
S
60+54 tl1S
a
N
l
''BA'3TaFIN9P/ — — —
�
I
I
i
i
I
I
I
'
ES 64 +BE dl
rf�ToR k- — —
I
/
M
3
3
i
i
e
r
U pA
1
g0
CL
llCL
M
O �
N o
mm"
V
`J a cn
M
z
ccn
1,1 1
N
Z
Z / I q'I l I �W
/
C.
U) v U
IN Oz E
Co
o \t z, C t C
\\ USE
c ` \ OP O
quo
M
/ g / ztoz 4eu r
� e
Z
Ag umwei
/ 3 d PJoPPO+3 H
t / Aseu Bu a
3d YA gmD'N
/ !
JOBBUBn MOM
3 d 40 AMD 4
4 � "
co Ch • d.�
Ll
Nfi'

win
u
R
Q
w
0g
9
R
rb
w
N
ore
t
4
P
W
Z
:I 06
of
#Ei
� II
II
I
o
. am
N
V
Lc
O
z
ZN
1 S ^R 9
_� W II
z"
a
,1 III`
6
1 I C
tl� �
W
00 +9g VIS
3NI7H�1bW _ � `
CL_
8
n
C
E K
�o c
cn U
E o
C
y~j ZN ` `� I \ i \ \ uu Z U r V)
Rvn_a_ LE
o s
boa 0 x ou
o tnKnK amt; � "8
�a �rca330{av OvJ U
Z 9m
z 3
muuu
>- oz � /i r� z
Ibojo / I� z50 C, Z 0
ylpa I I
is atv
O���a i IN FUG
w
8 a�ZW _s \ I� '1 0n�
$ z
W1- OK U I I / / r000
u O tz
/ YUvw�� su I ILL
z I /o� ZIOZ 4 of
u7 z0 u� 2
Z / I I� / u goo 008d 3
8 1 u m ,kp R wnaj
o' 3 II 1( 3 d PioV1DG O H
o ° o joeu Bu of
0 h �� 3 d )PI qmE) 7I
o
W i o / Q� JOBRUB ioe a
9; u i f 3 d �IoI�Q�QD 0
C 2
a o �j °u II �' �i o a
oD 01
�-
0
CD
a
U CL1 f
l
c
o
_ 4Z 8Z 9
IF
M
1
t
A Y1S t
- --
'
�
�
b
4_
O H
U
CL
n
I
co eZ rs vls
m M3fiiTihQ
—
3
1;
I
r
ss ze+as vls
I
a
s N ONIssOMO
Wdo
L�
to
`
�Z ANW
-
d080 MIMI VIC 9
1
0
9
R
rb
w
N
ore
t
4
P
W
Z
:I 06
of
#Ei
� II
II
I
o
. am
N
V
Lc
O
z
ZN
1 S ^R 9
_� W II
z"
a
,1 III`
6
1 I C
tl� �
W
00 +9g VIS
3NI7H�1bW _ � `
CL_
8
n
C
E K
�o c
cn U
E o
C
y~j ZN ` `� I \ i \ \ uu Z U r V)
Rvn_a_ LE
o s
boa 0 x ou
o tnKnK amt; � "8
�a �rca330{av OvJ U
Z 9m
z 3
muuu
>- oz � /i r� z
Ibojo / I� z50 C, Z 0
ylpa I I
is atv
O���a i IN FUG
w
8 a�ZW _s \ I� '1 0n�
$ z
W1- OK U I I / / r000
u O tz
/ YUvw�� su I ILL
z I /o� ZIOZ 4 of
u7 z0 u� 2
Z / I I� / u goo 008d 3
8 1 u m ,kp R wnaj
o' 3 II 1( 3 d PioV1DG O H
o ° o joeu Bu of
0 h �� 3 d )PI qmE) 7I
o
W i o / Q� JOBRUB ioe a
9; u i f 3 d �IoI�Q�QD 0
C 2
a o �j °u II �' �i o a
oD 01
�-
0
CD
a
U CL1 f

u
dOMa 3aISN1 VIa
U
I
I
I
It
�t
1
0
Pg
TP!
8
n
8
8
s 18
I b
8
8
8
b
3b
u 0& F°
M OU
Our. Doug
lz
\ UR N
h
1
a
o N�
N
Lr
o
W
0
z
0
Nr ��py1
O N
mz� d
8 �
V/ d
V J u
Q `
c
c
W
c
0 `
x
C
w
4—
`
o
m — — - �
�'F °� �ti •ma F—
O.L 6
" CC
:3 Q%
!T
_ i
n
/
lZ 41 O�U1S
I
_
or, 3l HNVW
_
1
yy
V'
1
1
ZS £4 99 V1S
1
6Z ON3lOHNVW
9 ON
JNISSOMJ A3380
/
BZ ON 31OHNVW
IC 06
LMN 3M
dOMa 3aISNI VIa
dOMa 3aISN1 VIa
U
I
I
I
It
�t
1
0
Pg
TP!
8
n
8
8
s 18
I b
8
8
8
b
3b
u 0& F°
M OU
Our. Doug
lz
\ UR N
h
1
a
o N�
N
Lr
o
W
0
z
0
Nr ��py1
O N
mz� d
8 �
V/ d
V J u
Q `
c
c
W
c
0 `
x
C
w
4—
`
o
m — — - �
�'F °� �ti •ma F—
O.L 6
" CC
:3 Q%
!T
_ i
to
aD a
o 0Z E !n
Co
ziffig
05-a \ Z fn
8` g oN . \ =IB 8 c
QZ Z ✓ "N g V'^ �O �d nyyss�� g,gy LE
UO= "oW 6"J / \� � OOOpO
O ❑
FO'a"p� Sof �FFFZOyy 'i$ ��`0dr� �d iiam�r,t WO O
V OO� 000 lI ` I \ M ul U3 x(10
8 U�mH
o�
o
ZOR fl-0
8 o�qQ • uw
N CD =
i \• a su
\ o ZIOZ yeunp
• \/ , ��J/'/ egad 3
F uMe cl
Lu
ieeu Bu e a
Od
• JQBBuRN 13sOJ
C th Q� 3 d IONQJBD a
fQ IBdIOUYd M[O
W . i
z \� s
g�P pxOp
Msry�a f'�4,Q

im
n
st
r
g
r 2
I
I
3 ^ z /
0
n zg yho
y � wT
{nzu 'n /
u0
�Um ��
z
t0�3 MO
g4 O �? \
o i .o
a-
g�QZQ
o a 1
3
n
n
d 1
U
K �
W
W �
O
x
w
w
a
9
u
r
w
J
z
O
N
V�
a
I
all
I
O
ib
Lr
P
o�
P
N
CoW
Q
N
��Jl bw
z-
V
O�
ug
%
T
�aVV
r
£ l 5£ ORYLS
_
dON0301SN1 VIO
9 /
r
�
I
^,w
W w
d
V J u
Q
�
P
N
d
d
a�
it
R
^
N
t m3
L ON ONISSONO
393SO
,
N
C
^
E K
z
0 0
r�
o
S£ oN HW O1 £4 9l 9L V1S
�°
98 U `
Z
££ N HW YVONJ l6 90 9L V1S
oZ E ''°^^
L Vi '
0) CC
��—;£FM 31M
—
,o V C
Z
dONO 301SNI VIO
I
1
�
££ ON 31OHNV
1
I
N j
Ith
I
d0HG 301SNI VIO 9
7
1
1
I
I
3 ^ z /
0
n zg yho
y � wT
{nzu 'n /
u0
�Um ��
z
t0�3 MO
g4 O �? \
o i .o
a-
g�QZQ
o a 1
3
n
n
d 1
U
K �
W
W �
O
x
w
w
a
9
u
r
w
w
a
r
a
a
0
�ril
9Bed 3
As umv Cl
3 d PJOPIO+O H
O Jq9ul6U3 Pefoid,
oYQc SwF 3 d PAMID 71
t U Ua JBBam 308 di
3d 40AMEJ 0
epswo �� �Illrj ou, avi
W
d
`�QO %ice QN
r i §
rm p
o =zz =O V W cat
Ll
J
z
O
N
V�
I
all
Lr
o�
P
CoW
Q
N
��Jl bw
z-
V
O�
O
T
�aVV
r
�B� d
r
�
^,w
W w
V J u
Q
�
P
N
d
d
a�
C
t m3
N
C
E K
0 0
r�
o
c x r
98 U `
oZ E ''°^^
L Vi '
0) CC
!\
,o V C
Z
U 9 V)
w
a
r
a
a
0
�ril
9Bed 3
As umv Cl
3 d PJOPIO+O H
O Jq9ul6U3 Pefoid,
oYQc SwF 3 d PAMID 71
t U Ua JBBam 308 di
3d 40AMEJ 0
epswo �� �Illrj ou, avi
W
d
`�QO %ice QN
r i §
rm p
o =zz =O V W cat
Ll

v I w
I
F
0
i3
4
g
W
Fi
Z�
M.
m
Rol
zd°
u
gna
2g
8 $
W 0
a
O
z 0
2
q
a
�v'SA �T6Hr79W
dOM0301SN1 VIO 8
MOH000 VIO 4
J
133biS 11
(N) 99 89 +Z6 VI
n
a
_ (MN) 00OO+O VI
r
8
1- N OHNVV
O<wl bog
d0210 301SNI VIO
w
6 ON VNIS
060Y3380
O
JI3980 A6
VH HIHON
;�pe O?z
0
98
�61�1
Z4 ON 3M HNVW
O
I
I
I
'
a E
rc
O �
EE�ON 3lOHNVW
F
0
i3
4
g
W
Fi
Z�
M.
m
Rol
zd°
u
gna
2g
8 $
W 0
O
z 0
O
q
a
dOM0301SN1 VIO 8
133biS 11
u
n
a
I
r
8
z
O<wl bog
A
w
If 19+06U1S
TrOI"16MNt 1T
z 0
6 V1S
-to�
dOM0301SN1 VIO 8
133biS 11
VVqNYD
n
G7.
z
O<wl bog
A
w
020 I
6
O
0ZO
;�pe O?z
°iLSS�u
O
I
I
I
EE�ON 3lOHNVW
I
�
mj�
M M i N i► W W A W i W �. M�f iM 12
to I
8
m
,.I I-
0
8 g
L =�
o$ c l
8
00
U'
zRuO�@
�,WFO
ILa
IL
z i?Fy0
=F
M u
�rI z
s�
N
V�
Lr
CD
LP)
d ON
Qj
9 4J O 0
C _ V rm
CL CD
—_�
_ x a 00
yx C En
3� z
_ o
N
jig
d
� A^ `,■ N
W u
_.I u
d
C
I �••I W
8
8
I
8
2
9
M
aNc�y`9a
C
E tr
o'
c Y
E
wv U
E o >6 3
rzEU)
0 m
'o oc
U z v)
ZIOZ 4 of
e
e68d3
A umBi
ad Pjc"OOJO H
mulaul mroid
3 d )PI giBD N
i8samw toe 0)
3 d MOPq+BD O
jedlOuPd 10 a
O 0
Q7 85
y y0 M
CZ
s
.y HE�1
I,b
z 0
oA
pji
�Z
°sg
oe
RO
I
II
8
8
I
8
2
9
M
aNc�y`9a
C
E tr
o'
c Y
E
wv U
E o >6 3
rzEU)
0 m
'o oc
U z v)
ZIOZ 4 of
e
e68d3
A umBi
ad Pjc"OOJO H
mulaul mroid
3 d )PI giBD N
i8samw toe 0)
3 d MOPq+BD O
jedlOuPd 10 a
O 0
Q7 85
y y0 M
CZ
s
.y HE�1
I,b

0
a
a
b�
050�� +�
li
boa=
u��m
E22
V
Y
u
o�
N
Lf
I b
r� .y
o
z�
0
Nnp
N
�g
` N
u
ff11 �7
c
\ \ a
O �
0
\ Cc U a�
\ o z (D s C, C
mss= Z
01 sCIS
joy 0 0 Cc
04 z Cc
cow
awa beu r
\
AS um ja
3 d wOPPOJO H
JSSUIDU3 P9IGJd
3 d )PlJgMO N
JOBOU"i Pe OJ
" a G 3 d PRABO 0
5 6
Owed O
w
zip. 7y�
O rJ
/ � R dv!'
t

V
1
L ON 31OHNVVN
asnOHOOd d10 4 = _
Li —
N
1
16 9S 9 V1S
rr rr -r
4 ON 31OHNVW
3snOH'JO4 VIO b «
V
1°
1
1
N.-
&
1
LL
_
s _
S AH
310HNVV�
d1S
3SA
Oa V IO 4
Q)I9b
CL �
11
rr rr -r
4 ON 31OHNVW
3snOH'JO4 VIO b «
1
&
1
d1S
1
I
U1
U�
RU�
N
I
M33M ABWVH
HIMON 1
1
Z I
g0
a
�
1
Ifle
O
CD 0 n
w
0
0
0
0
0
0
0
00
U
O
M o
N
V�
N L,
0
i \\ Lf)
b 5 0
1
\ % \ V1
ao R % w
U \\ m A-
N
0 �4i
Jul
z c
a_
`y`YE,B'e \� W
O
Ini <BO W `
O„� `
0
06 t
\1 N S = f
b 02 iii
L E
0 ON
in P CL
i �ZiMp % � I �I N
EZ C0
16 1 00 40
ooc cts
a
y
II / Ti /l 3
uj
ill -// ll� NOO
1
z
Z^
uj
517111 OS 1111 Od I ZOO N
MAl (INt� 11 0lGI 1d Ip p �., o
Z / I Oo
INI^1 iNOWJ, {A� '11 Ifit I p � ql/ 111' IIIyI I
t a � O�U
u7 OrR Y U a O
N O 00
{ Z C
N93HJ AftWtlH H1NOh "m <m i�` I� _ �� ou
ro � i I 53HHHd 2�v
F
a'bC44
_ I z 2
00 W01 IAGkj
00, z1oz IF
e9ed 3
t.
\
AS UM@A
3d wa>f-0 H
r nse B 313e1ad
led ou d Od
O
8
0 r T \ iO Q
I /
up U / `
81 ill"5 X111 INII
y0 y/; \ \ \ kt k IW�s3nl1 '4�

Elm
v w �
J
N
Oz
M N
U�
all Le
b
ICI `�
al �
0 +°+
-r
IM
0
PIE
Ngp
�p
! �d
n.-HR -HR �H
b
a
Cl) aEi
\I
ri
°
zz
"" ICI n1l E o 3
Woo C Z
o - II
c �� �� V I I I o c°�
� =��Z�
U ch
gag
opoa��
�/WWVn y?P
ME
i ZtOZ 4a nf
_ I I eiea
aad3
_ it � Ag wine,a
3 d PJOA=O H
JeeulBu310e10 d
JOBBURW mead
3 d loljgmg a
led o Pd MIOJd
v 0 4�,� JO 3
CM Z.
V
C
U as e!