20051477 Ver 5_Application_20160608

kb
WILDLANDS
ENGINEERING
June 7, 2oi6
Ms. Karen Higgins
North Carolina Department of Environmental Quality (NCDEQ)
Division of Water Resources, 401 & Buffer Permitting Unit
512 N. Salisbury St.
Archdale Building -9th Floor
Raleigh, North Carolina 27699-1617
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 27
and Water Quality Certification No. 3885
Linville Restoration Project— Phase III
Avery County, North Carolina
Dear Ms. Higgins:
��aer�D
SUN 0 8 2Q16
On behalf of Resource Institute (RI), Wildlands Engineering, Inc. (Wildlands) is submitting four copies of the Pre -
Construction Notification (PCN) package for a proposed stream and wetland restoration project located in the Town
of Linville in central Avery County (Figures:L & 2) on property owned by Linville Resorts, Inc. The project was
previously permitted (USACE Action ID: 2011-00903 & NCDWQ# 05-14773V3) but not built due to a lack of funding
from the North Carolina Clean Water Management Trust Fund for the construction phase. Originally the project
included stream restoration, enhancement, and preservation along the Linville River as well as two unnamed
tributaries to the Linville River that were referred to as the Hospital Tributary and Sign Tributary (Figure 3). Stream
restoration, enhancement, and preservation are still proposed along the Linville River portion of the project area in
addition to wetland cell construction in the right floodplain of the Linville River which will involve the removal of two
ponds. The Hospital Tributary project area is now only proposed for preservation and will not involve any ground
disturbance. The former Sign Tributary project area have been removed from the project. A conservation easement
will be placed on project areas post -construction however the project is not for mitigation credit.
Attached is an authorization form signed by Linville Resorts, Inc. which provides verification that RI will serve as the
project applicant and Wildlands as the agent for permits and certifications.
Project Overview
The current project proposes stream restoration, enhancement, and preservation to approximately 3,362 linear feet
(LF) of the Linville River beginning upstream of Tanglewood Cemetery Road and ending at Highway 105 (Figure 4).
Upstream of Tanglewood Cemetery Road, 967 LF of the Linville River is stable and will be preserved within a
conservation easement. Between Tanglewood Cemetery Road and Highway 105 the Linville River is a low -slope
mountain stream in a wide, flat valley that is experiencing lateral instability. As a result, meanders are developing
through lateral erosion and overall pool habitat has been reduced. The proposed restoration and enhancement work
will improve the hydrological, geomorphological, and biological functions of the stream corridor that is fairly
straight, overly wide, and shallow. The proposed channel design will create riffle/step zones for re -aeration and
create deep pools in meanders and promote a more natural function. Proposed in -stream structures will minimize
near bank stress and will create bed scour, dissipating energy vertically while creating deep water habitats.
Approximately 2,396 LF of the Linville River are proposed for restoration/enhancement activities. Approximately
1,513 LF of the Hospital Tributary will be preserved within a conservation easement.
Wildlands Engineering, Inc • phone [phone] • fa,. 704-332-3306 • 1430 S Mint Street, 9 104 • Charlotte. NC 28203

The project also plans to develop approximately 2.6 acres of wetland cells in the right floodplain by removing a
diversion pipe that currently diverts base flow from the Linville River to open water impoundments (Ponds A & B).
The pipe will be properly plugged and abandoned so that the base flow remains in the river. The impoundments will
then be drained and partially filled in addition to floodplain excavation to develop forested wetland cells that will
serve to collect and filter stormwater. Project areas proposed for restoration, enhancement, or wetland cell
construction will be planted with native riparian vegetation.
Jurisdictional Determination
A Jurisdictional Determination (JD) was issued with the previous 404 permit (USACE Action ID: 201.1-00903). The
land disturbance portion of the project includes three jurisdictional channels (Linville River, UT1., & UT2), two open
water impoundments (Ponds A & B), and three wetlands (Wetland BB - DD) (See Figure 5). Wetland AA is located on
the Hospital Tributary. Soil mapping based on the U.S. Department of Agriculture (USDA) Soil Survey for Avery
County indicates soils within the Linville River project area are mapped as Cr05snore-Jeffrey complex (CrE),
Cullowhee loam (CuA), Dellwood cobbly sandy loam (DeB), Reddies fine sandy loam (ReA), and the Udorthents
Urban (UdQ complex (See Figure 6).
Proposed Impacts
The proposed project will temporarily impact approximately 2,396 LF of perennial channel along the Linville River.
Stream restoration will involve excavating sections of new channel with appropriate dimension, profile, and pattern.
Restoration and enhancement will include the installation of in -stream structures including constructed riffles, rock
cross vanes, and log J -hooks for stability as well as provide in -stream habitat. Due to the size of the stream (6 square
mile drainage area), continuous pump around is likely not feasible and portions of the work will be performed in the
wet. Final plans will prescribe to use off-line construction or short-term pump arounds whenever feasible, to avoid
working in the wet. An additional 41. LF of temporary impacts will be necessary to tie UT1. and UT2 into the restored
channel. Ponds 1. and 2, totaling 3.25 acres of open water, will be drained and permanently impacted by fill and
excavation for wetland cells. Approximately o.022 acres of Wetland CC will be temporary impacted for wetland cell
and floodplain bench construction. Stream work and floodplain grading will be conducted with trackhoes and
tracktrucks.
We have included the following supporting data:
• Vicinity, USGS, Overall Site, Concept, Existing Conditions, and Soils Maps,
• Signed Agent Authorization Form,
• PCN form,
• Photolog,
• Previous permits,
• 201.i agency correspondence,
• 201.6 NC State Historic Preservation Office correspondence,
• 11" x 1.7" copy of the 6o% plan set
This same information has been submitted to the USACE Asheville Office, US Fish and Wildlife Service Asheville
Office, and North Carolina Wildlife Resources Commission. If you have any questions, please contact me at
704.332.7754 xio8 or [e-mail].
Sincerely,
a�
Ian Eckardt
Environmental Scientist

APPLICANT/AGENT AUTHORIZATION FORM
The undersigned landowner identified below hereby authorizes Resource Institute, I.I.C. to serve
as applicant and Wildlands Engineering, Inc. to act as an authorized agent in obtaining necessary permits
or certifications for work involving on-site jurisdictional waters on the identified properties in Avery
County, NC. The authorization allows Resource Institute and Wildlands Engineering, Inc. to take all
actions necessary for the processing, issuance, and acceptance of permits or certifications and any and
all standard or special conditions attached.
Parcel ID: 185505281984 & 184500635341
Property Street Address: N/A
Property Owner: Linville Resorts, Inc. (John Blackburn, President)
Property Owner's Address: PO Box 99
Linville, NC 28646
Signature: 11 .
Date: (a ` y` — .2v Jb

x^»Ile '
Project Amu
'
�--�
Linville River ou�u�n , ' ' ^-
~ `^
~�
�~ *vunxvomu,mou�<�uo�V
L~~- .. �~
`vr,x
^,^
860101030201
9
Hospital Tributary
ProjectAre --'%' —.1
030501010301
�
w 060101830301
,
Figure zVicinity Map
u
lnJII.I�I.����l�S Un�||eRes����onPn�ec2t
i�
�� cENGINEERING» � w«m» ]. PhaseU|
Avery County, NC
Linville River
Project Area
Figure zVicinity Map
u
lnJII.I�I.����l�S Un�||eRes����onPn�ec2t
i�
�� cENGINEERING» � w«m» ]. PhaseU|
Avery County, NC

Figure i. USGSTopographic Map
WILDLANDS 0 1,000 2,000 Feet kz Linville Restoration Project
ENGINEER�NG i i i I Phase III
Avery County, NC

Figure 3. Overall Site Map
W 1 LDLAN D S0 1,000 2,000 Feet Linville Restoration Project
kz� t
Phase III
; �<- ',IL L R rA(� l i
Avery County, NC

Figure 5: Linville River Project Area
wkv,Existing Conditions
0 250 500 Feet Linville River Restoration Project
Phase hase III
k NC,I hi [ ,, ,'JC
Avery Co unty, NC

r
l
Project Area
S yp
# :: 4.W- Water
-
DeB - Dellwood cobbly sandy loam, 1-5% slopes lk
ReA - Reddies fine sandy loam, 0-3% slopes
UdC - Udorthents-Urban land complex, 2-15% slopes
t rw,
t r
't- i
a
4r
Project
Roads
4 Iii\��` `,. . � I 1�+•. .�-e a '"�w y '
It
UdC
I It
p1.
w
CrE
y' t
. s

Office Use Only
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: No. 27 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
TO Yes
® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification.
❑ Yes ® No
For the record only for Corps Permit -
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Linville Restoration Project — Phase III
2b. County:
Avery
2c. Nearest municipality / town.
Linville
2d. Subdivision name-
N/A
2e. NCDOT only, T.I.P. or state
project no -
3. Owner Information
3a. Name(s) on Recorded Deed
Linville Resorts, Inc
3b Deed Book and Page No.
Deed Bk. 400, pg. 85 (for both parcels)
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
PO Box 99
3e. City, state, zip*
Linville, NC 28646-0000
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: Non-profit organization
4b. Name:
Charles Anderson
4c. Business name
(if applicable):
Resource Institute, LLC.
4d. Street address:
2714 Henning Drive
4e City, state, zip:
Winston -Salem, NC 27106
4f. Telephone no.:
336-750-0522 _
4g. Fax no..
336-750-0177
4h. Email address'
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Ian Eckardt
5b. Business name
(if applicable)
Wildlands Engineering, Inc.
5c. Street address:
1430 South Mint Street, Suite 104
5d. City, state, zip:
Charlotte, NC 28203
5e. Telephone no.:
704-332-7754
5f. Fax no..
704-332-3306
5g. Email address:
[e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID)
Project includes 185505281984 & 184500635341
1 b. Site coordinates (in decimal degrees).
Latitude 36.0733430 Longitude: -81.8687950
1 c. Property size:
112 & 341 acres respectively
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Linville River
proposed project -
2b. Water Quality Classification of nearest receiving water:
Class B, Tr
2c. River basin*
Catawba 03050101
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 is located in a rural setting around the Town of Linville, NC. Land uses adjacent to the project areas are
largely forested with small areas of maintained vegetation, light residential and commercial development. The project
channel is experiencing lateral instability and bank erosion. Two man-made ponds are present in the right floodplain of
the Linville River project area. These areas were burrow pits created during the construction of Highway 105. A diversion
pipe has routed a portion of flow from the Linville River into these burrow pits.
3b. List the total estimated acreage of all existing wetlands on the property:
Jurisdictional wetlands total 1.52 acres; jurisdictional open water areas (impoundments) total 3.26 acres.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 5,005 linear feet of perennial stream channel within the project area.
3d. Explain the purpose of the proposed project -
The goal for the project is to improve water quality and stream stability as well as reclaim the natural and beneficial
functions of the floodplain and in -stream structure within portions of the Linville River through restoration and
enhancement activities.
3e. Describe the overall project in detail, including the type of equipment to be used.
Stream restoration and enhancement are proposed along 2,396 linear feet (LF) of the Linville River between Tanglewood
Cemetery Road and Highway 105. Restoration and enhancement will involve excavation of new channel alignment,
excavation of riffle and pool bedform features, in -stream structures, bank grading, and planting native riparian species
within the stream corridor and immediately floodplain. Approximately 966 linear feet of the Linville River above
Tanglewood Cemetery Road is slated for preservation. An additional 1,235 LF of preservation is proposed for the
Hospital Tributary portion of the project. No land disturbance is proposed in preservation areas. Wetland cells are also
proposed in the right floodplain of the Linville River. Currently an existing diversion pipe routes water from the Linville
River into two existing ponds. This pipe will be properly plugged and abandoned. The ponds will be drained and partially
filled to develop forested wetland cells. Floodplain excavation will also be involved in wetland cell grading. Trackhoes
and typical excavation equipment will be used for the construction of this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No El 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?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company- Matt Jenkins w/ Wildlands
Name (if known):
Engineering, Inc.
.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Jurisdictional Determination was issued as part of previous permit (Action ID 2011-00903) by Amanda Jones with the
USACE on 10/17/11 and is enclosed with this submittal.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
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.
The proposed stream and wetland project was originally permitted in 2011 but wasn't built (USACE Action ID 2011-00903
& NCDWQ# 05-1477V3). The 404 and 401 permit applications were submitted in April 2011. The NCDWR certification
was issued on June 15, 2011. Based on comments from a May 26, 2011 site visit with Amanda Jones with the USACE
the application was revised and resubmitted on September 2011. The 404 permitted was issued on October 17, 2011.
The previous permits authorized total impacts of 0.18 wetlands, 2,997 linear feet of stream channel, and 3.49 acre of
open waters for stream and wetland restoration/enhancement. The previously issued permits are enclosed with this
submittal. Changes in project components since 2011 include the Hospital Tributary and Sign Tributary. The Hospital
Tributary is no longer proposed for restoration/enhancement and instead will be preserved within a conservation
easement. The Sign Tributary has been removed entirely from the project.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
i
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
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
W1 — Wetland CC
Excavation
Bottomland
® Yes
® Corps
0.002
❑ P ® T
Hardwood Forest
❑ No
® DWQ
W2 — Wetland CC
Excavation
Bottomland
® Yes
❑ Corps
0.02
❑ P ® T
Hardwood Forest
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.022
2h. Comments: Both wetland impact areas are expected to remain or return to wetland after construction.
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
Restoration &
Linville River
® PER
® Corps
20'
2,396
Enhancement
❑ INT
® DWQ
Bank grading to
S2 ❑ P ®T
tie in to the
UT1
® PER
® Corps
6-8'
19
restored Linville
❑ INT
® DWQ
River
Bank grading to
S3 ❑ P ®T
tie in to the
UT2
® PER
® Corps
6-8'
22
restored Linville
❑ INT
® DWQ
River
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
2,437
3i. Comments. All impacts associated with restoration and enhancement activities.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts u
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
01 ®P ❑ T
Pond A
Drain and partial fill
Pond
2.16
02 ®P ❑ T
Pond B
Drain and partial fill
Pond
1.09
03 ❑P❑T
4f. Total open water impacts
3.25
4g. Comments: Ponds A and B are two historic borrow pits from the construction of NC Highway 105 These open water areas
will be drained and partially filled as part of a wetland cell complex in the floodplain of the Linville River.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no.
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 E] 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
impact
re uired*7
61 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3❑P❑T
_
❑Yes
❑ No
6h. Total buffer impacts
61. Comments Project is located within the Catawba basin where buffer rules apply to portions of the mainstem of the Catawba
River and the South Fork of the Catawba River.
Page 6 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
During design, efforts were made to avoid existing wetlands and minimize impacts to tributaries of the Linville River. The
design incorporated comments from the USACE to include enhancement as well as restoration in portions of the project
area. As a result, the design stabilizes areas in place with in-stream structures and involves fewer areas of channel
realignment. The project approach to the Hospital Tributary was changed from restoration/enhancement to preservation
and avoids any impacts to that channel. The project constitutes a positive impact by improving lateral stability and
enhancing and restoring stream function and habitat. The design also made an effort to minimize potential tree lose by
avoiding the majority of existing forested floodplain.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual.
Due to the channel size (6 square mile-drainage area), continuous pump around is likely not feasible and will necessitate
performing work in the wet. During construction off -line construction or short-term pump arounds will be employed
whenever feasible, to avoid working in the wet. In-stream sediments are primarily sand, gravel, and cobble and, as such,
are not susceptible to generate excessive turbidity or downstream impacts. Bank grading will be conducted with caution in
order to avoid spillback of graded sediments into the stream. Biodegradable coir fiber matting and native riparian
vegetation will be used to stabilize the newly graded banks. Existing ponds will be pumped down prior to wetland cell
grading. A prequalified stream restoration contractor with a high level of experience and competency will be used. Silt
fence will be installed between the stream and any temporary stockpile areas to avoid sediment runoff.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
_7
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 -
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes E-]No2.
Comments:
Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project involves the restoration and
enhancement of stream channels and wetland areas, no increase in impervious cover will result from the construction of
this project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ 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
S. 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 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
environmental document pursuant to the requirements of the National or State
❑ Yes ® No..
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments
Z. 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.
This is a stream and wetland restoration/enhancement project and will not cause an increase in development nor will it
negatively impact downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 10 of 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? — See below.
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh ® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The current project area was previously reviewed by USFWS in 2011. Wildlands contacted the USFWS on
4/20/11 for comment on any issues that might emerge with respect to endangered species, migratory birds, or trust
resources from the construction of the project (correspondence included). No comments were received at that time and
project permits were issued. In 2016, Wildlands reviewed the USFWS database and Information for Planning
Conservation (IPaC) online tool to identify federally listed Threatened and Endangered plant and animal species for Avery
County. The threatened or endangered species for this county are- the bog turtle (Clemmys muhlenbergh), Carolina
northern flying squirrel (Glaucomys sabrinus coloratus), Northern long-eared bat (Myotis septentrionalis), Virginia big -
eared bat (Corynorhinus townsendii virginianus), spruce -fir moss spider (Microhexura montivaga), BlueRidge goldenrod
(Solidago spithamaea), Heller's blazing star (Liatris hellen), roan mountain bluet (Hedyotis purpurea var. montana),
spreading avens (Geum radiatum), and rock gnome lichen (Gymnoderma lineare). A copy of the 2016 permitting
package has been forwarded to the USFWS Asheville Office.
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?
A request for records search was submitted to the NC Wildlife Resource Commission (NCWRC) in 2011. In a response
letter, dated March 30, 2011 (enclosed) the NCWRC stated that "the Linville River supports wild Brown trout, so in
channel work and land disturbance within the 25 -foot trout buffer zone should be avoided during the Brown trout spawning
season of October 15 through April 15 to protect egg and fry stages of trout from direct impacts and sedimentation during
construction. In addition, Grandfather Mountain crayfish, Cambarus eeseeohensis (NCSR) habitats are known in the
area. This species is endemic to Burke and Avery Counties above Linville Falls." A copy of the 2016 permitting package
has been forwarded to the NCWRC.
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 North Carolina State Historic Preservation Office (SHPO) previously reviewed the project in March 2011. In a
response letter dated April 7, 2011 (enclosed), SHPO expressed that due to the "topographic and hydrological situation,
there is a high probability for the presence of prehistoric or historic archaeological sites." SHPO further commented that
the project area was located outside but adjacent to the Linville Historic District and won't have an adverse effect on the
historic district. A survey wasn't completed in 2011 because the project was put on hold. Wildlands hired New South
Associates, Inc. in 2016 to complete a Phase 1 archaeological survey of the project area. The study consisted of
archaeological and historical background research, archaeological field survey, and assessment of archaeological sites
for inclusion on the National Register of Historic Places (NRHP). No historical resources were identified as a result of the
investigation. New South stated that no further work is needed on the site. A copy of the report was submitted to SHPO
on 5/24/16. Any future comments from SHPO will be forwarded to the USACE.
Page 11 of 12

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: The project includes design elements that are meant to improve
the capacity of the channel/floodplain to pass larger storms. The proposed design incorporates significant bench
excavation that extends the floodplain width and lowers the floodplain elevation. The proposed conditions design was
incorporated into the existing FEMA floodplain model for that reach, which does not indicate a rise in the base flood
elevation. The model results will be reviewed and approved by the local floodplain administrator prior to construction.
8c. What source(s) did you use to make the floodplain determination? Flood Insurance Rate Map (FIRM) Panels 1845 &
1855; Map Numbers 371084500J & 3710185500J with effective dates December 2, 2008
Ian Eckardt
6/7/16
Wildlands Engineering, Inc.
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12

<. V
Representative Site Photographs

U-41 J11
4.
"
w �
e ^
n
..
Photo 1- Upper reach of Linville River. Facing upstream with
Photo 2 -View of downstream reach of Linville River, facing
berm alon hoto right and bank erosion along photo left.
upstream.
t t
.a
-1.°
,
qµ xx d
Photo 4- View of Pond
A, facing south.
Photo 3 -View of Linville River. Facing downstream towards
Highway 105 box culvert.
Photo 5- Looking northward across Pond A.
Photo 6- Looking northward along maintained floodplain.
Wildlands Engineering, Inc. Page 1
Linville Restoration Project — Phase III

Wildlands Engineering, Inc. Page 2
Linville Restoration Project— Phase III

Previous Permits and Supporting Documentation
2011 USACE & NCDWR Permits
2011 Site Map (Figure 4) from 2011 application
NCDWR Stream Identification Forms
USACE Wetland Determination Forms

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2011-00903
County: Avery
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Pilot View Resource Conservation & Development
Attn: Debbie Dodson
Address: 2714 Henning Drive
Winston-Salem, NC 27106
Telephone No.: 336-750-0522
Size and location of property (water body, road name/number, town, etc.): The proposed Linville River
and Sign Tributary restoration sites are located at the intersection of NC Hwy 221 and NC Hwy
105; The Hospital Tributary restoration site is located on the south side of NC Hwy 181, in Linville,
Avery County, North Carolina.
Description of projects area and activity: This permit authorizes work associated with stream and
wetland restoration/enhancement activities to include fill, in -stream structures, excavation, and
bank stabilization. Total impacts authorized by this permit are 0.18 acre of wetland, 2,997 linear
feet of stream channel, and 3.49 acre of open water ponds. This work is not for compensatory
mitigation credit. In stream work and land disturbance within the 25400t wide buffer zone are
prohibited during the brown and brook trout spawning season of October 15 through April 15 to
protect the egg and fry stages of trout from off-site sedimentation during construction.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 27
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are
scheduled to be modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain
informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you
commence or are under contract to commence this activity before the date that the relevant nationwide permit is
modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP
to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Amanda Jones at 828-271-7980.
Corps Regulatory Official Amanda Jones Date: October 17, 2011
Expiration Date of Verification: March 18, 2012

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not as appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area 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.
C. ® There are waters of the US and/or wetlands within 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action
Please reference jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination:
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the
Interim Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and
Piedmont Region. These wetlands are adjacent to stream channels located on the property that exhibit indicators of
ordinary high water marks. There are stream channels on the property which are known as the Linville River and its
unnamed tributaries. The Linville River ultimately flows into the Catawba River. The Catawba River is located in
the Santee watershed and eventually drains to the Atlantic Ocean. Specifically, the Catawba River joins the Santee -
Cooper River in South Carolina before entering the Atlantic Ocean.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 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 Program
Attn: Amanda Jones, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
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 Division 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 within 60
days from the Issue Date below.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: Amanda Jones
Issue Date: October 17, 2011 Expiration Date. Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at our website at
http:// erp 2.nwp.usace.41my mil/survey.html to complete the survey online.

SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Wildlands Engineering, Inc., Attn: Lloyd Dixon, 1430 South Mint Street, Suite 104, Charlotte, NC 28203
NC Division of Water Quality, Attn: Linda Wiggs (via email)

Permit Number: 2011-00903
Permit Type: NW27
Name of County: Avery
Name of Permittee: Pilot View Resource Conservation & Development / Attn: Debbie Dodson
Date of Issuance: October 17, 2011
Project Manager: Amanda Jones
I P
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date

Arih
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 15, 2011
Pilot View Resource Conservation and Development
Earl Sheppard
2714 Henning Drive
Winston-Salem NC 27106
Subject: 401 Water Quality Certification - Approval
Linville Restoration Project -Phase III
DWQ Project # 05-1477V3
Avery County
CTB / Linville Rvr (and UT's) / 11-29-(1) / C;Tr
Dear Mr. Sheppard:
Dee Freeman
Secretary
The Division of Water Quality has completed the review of your 401 Water Quality Certification application
associated with the subject project listed above.
Approval has been granted to place fill within or otherwise impact 0.18 acres of wetlands and 3,236 feet of
streams and 3.49 acres of open waters for the purpose of restoration and enhancement at the subject property.
This approval requires you to follow the conditions listed in the attached Certification and any additional
conditions listed below.
Project impacts are covered by General Water Quality Certification Number 3689. This Certification allows
you to use Nationwide Permit 27 when issued by the US Army Corps of Engineers (USACE). Authorization to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as
authorized by this Certification shall expire upon expiration of the corresponding USACE Permit Verification.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits before
you proceed with your project including (but not limited to) Erosion and Sediment Control and Trout Buffer
regulations.
This approval is for the purpose and design that you described in your application. If you change your project,
you must notify us and may be required to submit a new application.
Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification are met. No other impacts are approved including incidental impacts:
Location: 2090 U S. Highway 70, Swannanoa, North Carolina 28778
Phone. [phone] FAX. [phone] Customer Sewce:1-877.623.6748
Internet www ncwaterqualrty org
An Equal Opportunity 1 Affirmative Action Emp'oyer
NoccirethCarolina
Naturally

Water Quality Certification N°. 3689
Water Quality Certification Number 3689 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality Regulations in 15A NCAC 2H .0500 and 15A NCAC 2B .0200 for the
discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13) and (27) of
the Corps of Engineers regulations (i.e., Nationwide Permit Numbers 13 and 27) and Regional
Permit 197800080. The category of activities shall Include stream bank stabilization or stream
restoration activity as long as Impacts to waters or significant wetlands are minimized; wetland
and riparian restoration or creation; and the construction and maintenance of bulkheads on non -
Federal Energy Regulatory Commission (FERC) lakes.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions set forth.
All proposed fill or modification of wetlands and/or waters, including streams and streambanks,
under this General Certification requires application to, and written approval from the Division of
Water Quality (the "Division"), regardless of the purpose of the restoration, enhancement,
stabilization, or creation activity.
Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection of up to 500
feet of stream banks to protect property are exempt from the requirement for written approval.
Any Impacts to riparian buffers associated with this work in the Neuse, Tar -Pamlico, Randleman
and Catawba River Basins (or any other basins with Riparian Area Protection Rules [Buffer
Rules] in effect at the time of application [in accordance with 15A NCAC 2B .0200]) will require
written approval, unless the activities are listed as "EXEMPT" from these Rule&
In accordance with North Carolina General Statute Section 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Conditions of Certification:
Activities shall meet the definitions, design, and monitoring protocols specified within the US
Army Corps of Engineers Wilmington District Regulatory Guldance Letter (RGL02-02) and
the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these
documents.
2. No waste, spoil, solids, or fill of any kind shall occur In wetlands, waters, or riparian areas
beyond the footprint of the Impacts depicted in the Pre -construction Notification and/or those
authorized by this Certification, including incidental Impacts. All construction activities,
Including the design, installation, operation, and maintenance of sediment and erosion control
Water Quality Certification No. 3689

Water Quality Certification No. 3689
6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen Impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
Implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
NC Wildlife Resources Commission will not object to construction of Natural Resources
Conservation Service (NRCS)'urgent and compelling' sites during the spawning period
provided these projects are, to the extent appropriate and practical, constructed by.
a. Using flow diversion structures such as sandbags;
b. Placing large -size rock toes and filter cloth backing for stabilization sites before
backfilling; and
c. Excavating new channel alignments In dry areas.
Construction at non -'urgent and compelling' sites shall not occur during the spawning period
to minimize the potential adverse effects of multiple construction activities on trout or
anedromous fish resources in this stream.
7. Work In the Dry
All work in or adjacent to stream waters shall be conducted In a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation In flowing water. Exceptions to this condition require submittal to, and approval
by, the Division.
8. Riparian Area Protection (Buffer) Rules
Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not) within the Neuse, Tar -Pamlico, Randleman, Catawba (or any other basin with buffer
rules), shall be limited to "uses" Identified within and constructed in accordance with 15A
NCAC 2B .0233, .0259, .0250 and .0243, and shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent
practicable through the use of best management practices. All buffer rule requirements,
Including diffuse flow requirements, must be met.
9. Water Supply Watershed Buffers
The 100 -foot wide (high-density development) or the 30 -foot wide vegetative buffer (all other
development) must be maintained adjacent to all perennial waters except for allowances as
Water Quality Certification No. 3689

Water Quality Certification No. 3689
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it Is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best Interest by the Director,of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
Coleen H. Sullins
Director
History Note: Water Quality Certification Number 3689 replaces Water Quality Certification
(WQC) Number 3399 issued March 2003, Water Quality Certification (WQC) Number 3495
Issued December 31, 2004, and Water Quality Certification (WQC) Number 3626 issued March
2007. This WQC Is rescinded when the Corps of Engineers reauthorizes Nationwide Permits 13
or 27 or Regional Permit 197800080 or when deemed appropriate by the Director of the Division
of Water Quality,
Water Quality Certification No. 3689

DWQ Project No.:
Applicant:
Project Name:
Certification of Completion
County:
Date of Issuance of Certification or Authorization:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
11 , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
1,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
Yf this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. Date

Linville River and Sign Tributary
MIW Wetland CC
' 0.058 AcreAti
Linville River
2,289 LF - Perennial
�. &
•
UT1 - Perennial
UT2 - Perennial
a x �
:LF
tary (Portion Piped)
erennial
i(�►.c . -i
fir.. .
Hospital Tributary
LF - Perennial
Wetland AA (Beaver Dam)
1.28 Acres
`2010 Aerial Photography
Project Area
W I L U L A N D S Streams
LN(31Nrr_FINC,
Pond
Jurisdictional Wetland
Jursidictional Waters of the
U.S. were determined and
classified by Wildlands
Engineering, Inc. on
February 12, 2009.
Jurisdictional features have
not been verified by the
USACE.
Hospital Tributary
Ow 0 Feet
Figure 4. Site Map
Linville Restoration Project
Phase III
Avery County, NC
Pond A
2.3 Acres
Pond B
0.9 Acres
+
Wetland BB
0.18 Acre
4.
Linville River and Sign Tributary
MIW Wetland CC
' 0.058 AcreAti
Linville River
2,289 LF - Perennial
�. &
•
UT1 - Perennial
UT2 - Perennial
a x �
:LF
tary (Portion Piped)
erennial
i(�►.c . -i
fir.. .
Hospital Tributary
LF - Perennial
Wetland AA (Beaver Dam)
1.28 Acres
`2010 Aerial Photography
Project Area
W I L U L A N D S Streams
LN(31Nrr_FINC,
Pond
Jurisdictional Wetland
Jursidictional Waters of the
U.S. were determined and
classified by Wildlands
Engineering, Inc. on
February 12, 2009.
Jurisdictional features have
not been verified by the
USACE.
Hospital Tributary
Ow 0 Feet
Figure 4. Site Map
Linville Restoration Project
Phase III
Avery County, NC

NC DWO Stream Identification Form Version 4.11
Date:�s f
Project/Site: �; n,; j(i° P/iotSL
Latitude: �07�6% e !V
Evaluator: /1 L
County: 14✓ef
Longitude: V, 645W* Ld
Total Points:
Stream is at least intermittent
Stream Determination (cir
Other _cCp(-
(f >_ 19 or erennial if >_ 30'
Ephemeral Intermittent erenni
e.g. Quad Name:
A. Geomorphology (Subtotal = f )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
0 0.5
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
1.5
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
W
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
1.5
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.
11. Second or greater order channel
No = 0
Yes
3
artificial ditches are not rated; see discussions in manual
R Hvrirolncty (Subtotal = 16 S' 1
12. Presence of Baseflow
0 1
2
3
13. Iron oxidizing bacteria
0 1
2
3
14. Leaf litter
1.5 1
0.5
0
15. Sediment on plants or debris
0 0.5
1
1.5
16. Organic debris lines or piles
0 1 0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes 3
1
C_ Rioloov (Subtotal = /19 S )
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
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
otes:Sketch:
-Notes.-
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: l/�S Oq
Proiect/Slte: ^V�fir- PA'W_
Latitude:36.074;?-A/
Evaluator:
County: Avery
Longitude: 71.000308' W
Total Points:
Stream /s at least intermittent 3�f
Stream Determination (cir
Ephemeral Intermitten
Other XPI - Uri w 07'2
Name:
i/ 2 19 or perennial if a 30'
erennla
e.g. Quad
A. Geomorphology (Subtotal= )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
0
3
2. Sinuosity of channel along thalweg
0
1
2
1
3 In -channel structure- ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
©
3
4. Particle size of stream substrate
0
1
0
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
Cl)2
1
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No =(0)
Yes = 3
Sketch:
- artificial ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 10 )
12. Presence of Baseflow
0 1
2
a)
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5 1
0.5
0
15. Sediment on plants or debris
0 0
1
1.5
16. Organic debris Imes or piles
0 05
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes =U3
1
C. Biolociv (Subtotal = X )
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
C9
2
1
0
20. Macrobenthos (note diversity and abundance)
0
T15-
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0
05
1
1.5
23. Crayfish .
0
1
1.5
24. Amphibians
0
0.
1
1.5
25. Algae
0
0.5
1
15
26. Wetland plants In streambed
FACW = 0 75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual
Notes -
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: I �S 09
Project/Slte:11;wv;jle Pilw
Latltude:36.07371Ze 4/
Evaluator: /4ft—
County: Avvy
Longitude:81,g6q
Total Points:
Stream is at least intermittentL1C6
Stream Determination (ciryLe,azUaK
Ephemeral Intermittent erennia
Other SGP3-
Quad Name:
if?! 19 orperennial if a 30`
2. Sinuosity of channel along thalweg
e.g.
A. Geomorphology (Subtotal =�S )
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
0.5
3
3 In -channel structure' ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
(D
4 Particle size of stream substrate
0
1
2
1.5
5 Activetrelict floodplain
0
1
Yes 3
3
6. Depositional bars or benches
0
1
1
3
7. Recent alluvial deposits
0
1
1
3
8. Headcuts
0
1
3
9 Grade control
0
0.5
1
1.
10 Natural valley
0
0.5
1
1.5
11 Second or greater order channel
No = 0
Yes
9D
artificial ditches are not rated; see discussions in manual
B. Hvdroloqv (Subtotal= Ar )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
15
16. Organic debris lines or piles
0
1 0.5
1
1.5
17. Soil -based evidence of high water table's
0
No = 0
Yes 3
1.5
C. Odom (Subtotal= 10 N- )
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
M
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
0.5
1.5
23 Crayfish
0
0.5
1
1.5
24 Amphibians
0
(ZO-0
1
1.5
25. Algae
0.5
1
15
26 Wetland plants in streambed
FACW = 0 75, OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: /ZS- ')C?Project/Site:
�;„'. Jae %.ff
Latitude: 34.00 goo,2- Al
Evaluator: 114-T
County: Aleez
Longitude: ,?7 9`1 g3°
Total Points:
Stream is at least intermittent
Stream Determination (Cir _I�
Ephemeral Intermittent l
Other SC.Q� - 1~,r i�
if a 19 or perennial if 230'
erennal
e g Quad Name:
A. Geomorphology (Subtotal= ! b I
Absent
Weak
Moderate
Strong
1e 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 sequence
0
1
lJ
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
p
0.5
2
3
7. Recent alluvial deposits
0
1
Other = 0
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
.5
11. Second or greater order channelE
No -
Yes = 3
GI UIRdGI UILU Wb YAC TWt Idled, tiee discussions in manual
B. Hvdroloav (Subtotal = /A S' 1
12. Presence of Baseflow
0
1 2 3
13. Iron oxidizing bacteria
0
1 2
14 Leaf litter
15
1 0.5 0
15. Sediment on plants or debris
0
0.5 1 1.5
16. Organic debris lines or piles
0
0.5 1.5
17. Soil -based evidence of high water table?
No = 0 Yes3
u. t slolocav 15UDtotal = /113 1
18. Fibrous roots in streambed
19. Rooted upland plants in streambed
3
2
2
1
1
0
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic MollusksCO-)1
2
3
22. Fish
0.5
1
15
23. Crayfish
0
0.5
1
15
24. Amphibians
0
0.
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0 75; OBL = 1.5
Other = 0
'perennial streams may also be identified using_ other methods. See p 35 of manual
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: 9 Z S �R
Pro)ect/Site: j_;nv-,irG pJWu �-
Latitude: 3L •Q`sstf /t/
Evaluator: /�L �
County: Aver
Longitude: S f , 8' M.VC, (4/
Total Points:
Stream is at least intermittent 3 6. S
Stream Determinatlon (clrflenne�,
Ephemeral Intermittent Perennla
other SCPS• tJPPM i440. f
Name:
if t 19 orperennial if 2:30*
e.g. Quad T' • 6
�'
A. Geomorphology (Subtotal = % S )
Absent
Weak
Moderate
Strong
18 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
1
2
3
4 Particle size of stream substrate
0
1
2
1.5
5 Active/relict floodplain
0
0.5
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
0.5
1
15
10. Natural valley
0
0.5
ff5
11. Second or greater order channel
No
0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal= %1.,- )
12. Presence of Baseflow
0 1
2
13. Iron oxidizing bacteria
0 1
3
14. Leaf litter
15 W
0.5 0
15 Sediment on plants or debris
0 0.5
1 5
16. Organic debris lines or piles
0 05
3
17 Soil -based evidence of high water table?
No = 0
Yes = 3
C. Bioloav (Subtotal = 7. S )
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
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods See p. 35 of manual
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: q' /� O q
Project/Site: L:.,v. l(e PAArLatitude:
36.670133" !✓
141tEvaluator: �
County: Alepy
Longitude: P-870 38'3' ui
Total Points:
Stream is at least intermittent
Stream Determination (cir
Ephemeral Intermittent
Other .10
Quad Name:
da 19 or erennial if 2:30*
erennial
e g
A. Geomorphology (Subtotal= 6 )
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 se uence
0
1©
2
3
4 Particle size of stream substrate
0
1
2
1 5
5. Active/relict floodplain
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
0.5
2
3
8. Headcuts
0
1
2 1
3
9 Grade control
0
0.5
Notes A hae ver4i--n eF W'i cAoftel
1.5
10 Natural valley
0
0.5
a er4 a
1.5
11 Second or greater order channel
No
0
Yes = 3
artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal= `l•s )
12. Presence of Baseflow
0 1 2
13 Iron oxidizing bacteria
0 1 2 3
14 Leaf litter
1.5 1 05 0
15. Sediment on plants or debris
0 0.5 1 5
16 Organic debris lines or piles
0 1 05 0 1 04 1.5
17 Soil -based evidence of high water table?
No = 0 Yes 3
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
CO)
1
2
3
22. Fish
0
0.5
1
1 5
23. Crayfish
0
05
1
1 5
24 Amphibians
05
1
15
25 Algae
0.5
1
15
26. Wetland plants in streambed
FACW = 0.75, OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods See p. 35 of manual.
Notes A hae ver4i--n eF W'i cAoftel
is iigiod
under us
lAy-T-7
a?.,
a er4 a
Sketch:

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Linville Phase III City/County Avery Sampling Date 2/16/09
Applicant/Owner Wildands Engineenng State NC Sampling Point DP1
Investigator(s) Matt Jenkins, PWS Section, Township, Range Linville Township
Landform (hillslope, terrace, etc) floodplain Local relief (concave, convex, none) none Slope (%) 0%
Subregion (LRR or MLRA) MLRA 136 Lat N 36.065002 Long W 81.886193 Datum
Sod Map Unit Name Nikwasi loam (NkA) NWI classification NIA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks )
Are Vegetation "' , Sod , or Hydrology %� significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation , Soil , or Hydrology naturally problematic'? (If needed, explain any answers in Remarks )
No ✓
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Sod Present? Yes No within a Wetland? Yes V No
Wetland Hydrology Present? Yes No
Remarks
Sampling point is representative of a jurisdictional wetland area in the floodplain of the Linville River.
The site has been significantly disturbed and flooded from beaver activity. Dams have been
constructed up to 4-5' feet tall resulting in deep inundation and death of upland vegetation.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Pnmary Indicators (minimum of one is required, check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (1314)
Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
Stunted or Stressed Plants (D1)
_ Iron Deposits (85)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (613)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches) 12-48'
Water Table Present? Yes No
Depth (inches)
✓
Saturation Present? Yes No
Depth (inches)
Wetland
Hydrology Present? Yes No
includes capillary fnn e
Describe Recorded Data (stream gauge, monitoring well, aenal photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. sampling Point DP1
Remarks (Include photo numbers here or on a separate sheet )
A large number of tree species have died due to excess inundation from beaver activity
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
1 Tsuga canadensis
20 Yes FACU
That Are OBL, FACW, or FAC 2 (A)
2 Quercus rubra
5 Yes FACU
Total Number of Dominant
3
Species Across All Strata 4 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC 50% (A/B)
6
7
Prevalence Index worksheet:
8
Total % Cover of Multiply by
25 = Total Cover
OBL species x 1 =
Sapling/Shrub Stratum (Plot size 15'
)
FACW species x 2 =
1 Rhododendron maximum
30 Yes FAC
FAC species x 3 =
2
FACU species x4=
3
UPL species x5=
4
Column Totals (A) (B)
5
6
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
7
8
1 - Rapid Test for Hydrophytic Vegetation
9
2 - Dominance Test is >50%
3 - Prevalence Index is 53 0'
10
_
30
_ 4 - Morphological Adaptations' (Provide supporting
5,
Herb Stratum (Plot size )
= Total Cover
data in Remarks or on a separate sheet)
1 Cyperus strigosus
5 Yes FACW
— Problematic Hydrophytic Vegetation' (Explain)
2
3
'Indicators of hydnc sod and wetland hydrology must
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling/Shrub – Woody plants, excluding vines, less
g
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
11
Herb – All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
12
5 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
5
Hydrophytic
Vegetation
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
A large number of tree species have died due to excess inundation from beaver activity
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point DPI
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvoe Loc Texture Remarks
0-12 7.5YR 4/1 90 7.5YR 5/8 10 C PL silt loam
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Type
Depth (inches)
MS=Masked Sand Grains Location PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric So
_ Dark Surface (S7)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted`Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 136, 122)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
_ Piedmont Floodplain Sods (F19)
(MLRA 136, 147)
_ Red Parent Material (TF2)
_ Very Shallow Dark Surface (TIF 12)
_ Other (Explain in Remarks)
'Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic
Hydric Soil Present? Yes `� No
US Army Corps of Engineers- Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Linville Phase III City/County Avery Sampling Date 2/16/09
Applicant/Owner Wildands Engineering State NC Sampling Point DP2
Investigators) Matt Jenkins, PWS Section, Township, Range Linville Township
Landform (hdlslope, terrace, etc ) hillslope Local relief (concave, convex, none) none Slope (%) 0%
Subregion (LRR or MLRA) MLRA 136 Lat N 36.065002 Long W 81.886193 Datum
Sod Map Unit Name Nikwasi loam (NkA) NWI classification N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks )
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes ✓ No
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No 4' Is the Sampled Area
Hydric Sod Present? Yes No V within a Wetland? Yes No ✓
Wetland Hydrology Present? Yes No
Remarks
Sampling point is representative of a non jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that aooly)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (B8)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (68)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (133)
_ Water -Stained Leaves (89)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches)
Water Table Present? Yes No
Depth (inches)
Saturation Present? Yes No
Depth (inches)
Wetland Hydrology Present? Yes No ✓
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point DP2
6
Absolute
Dominant Indicator
Dominance Test worksheet:
7
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
8
1 Tsuga canadensis
10
Yes FACU
That Are OBL, FACW, or FAC 1
(A)
2 Pinus palustris
2
Yes FACU
_
4 - Morphological Adaptations' (Provide supporting
51
90 = Total Cover
_
data in Remarks or on a separate sheet)
Total Number of Dominant
3 Quercus rubra
2
Yes FACU
4
Species Across All Strata -4
2
4
'Indicators of hydnc sod and wetland hydrology must
Percent of Dominant Species
5
4
That Are OBL, FACW, or FAC 25%
(A/B)
6
5
Prevalence Index worksheet:
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
6
7
more in diameter at breast height (DBH), regardless of
7
height
8
Total % Cover of Multiply by
8
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb —All herbaceous (non -woody) plants, regardless
14
= Total Cover
OBL species x 1 =
12
Sapling/Shrub Stratum (Plot size 15'
)
30'
FACW species x 2 =
height.
1 Rhododendron maximum
90
Yes FAC
FAC species x 3 =
2
2
FACU species x 4 =
3
3
4
UPL`species x 5 =
Hydrophytic
4
5
Column Totals (A)
(B)
5
Present? Yes No
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
_ 1 - Rapid Test for Hydrophytic Vegetation
8
2 -Dominance Testis >50%
9
_
3 - Prevalence Index is 53 0'
10
_
4 - Morphological Adaptations' (Provide supporting
51
90 = Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
_ Problematic' Hydrophytic Vegetation' (Explain)
1
2
'Indicators of hydnc sod and wetland hydrology must
3
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata:
5
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
6
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling/Shrub —Woody plants, excluding vines, fess
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb —All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3 28 ft tall
12
0
Woody vine — All woody vines greater than 3 28 ft in
30'
=Total Cover
height.
Woody Vine Stratum (Plot size
)
1
2
3
4
Hydrophytic
5
Vegetation
6
Present? Yes No
0 = Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Site is dominated by sub -canopy/ shrub layer of rhododendron.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Sampling Point DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc�
Texture Remarks
0-12 5YR 5/8 100
silt loam
'Type- C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains
2Location: PL=Pon: Lining, M=Matnx.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (A1)
_ Dark Surface (S7)
` 2 cm Muck (All 0) (MLRA 147)
_ Histic Epipedon (A2)
— Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (173)
(MLRA 136, 147)
_ 2 cm Muck (All 0) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (Al 1)
` Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
, Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
, Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148) -
MLRA 136)
Sandy Gleyed Matrix (S4)
_ Umbric Surface (1713) (MLRA 136, 122)
'Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Hydric Soil Present? Yes No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Sae Linville Phase III City/County Avery
Applicant/Owner Wildands Engineering State NC
Investigators) Matt Jenkins, PWS Section, Township, Range Linville Township
Landform (hdlslope, terrace, etc ) floodplain Local relief (concave, convex, none) concave
Subregion (LRR or MLRA) MLRA 136 Lat N 36.073792 Long W 81.869899
Sampling Date 2/16/09
Sampling Point DP3
- Slope (%) 0%
Datum
Soil Map Unit Name Dellwood cobbly sandy loam (DeB) NWI classification N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes _
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
✓ No
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophybc Vegetation Presents Yes No Is the Sampled Area
Hydnc Sod Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present?' Yes No
Remarks
Sampling point is representative of a jurisdictional wetland area in the floodplain of the Linville River.
This wetland is located immediately downstream of and receives flow from two open water areas
(historic borrow pits).
HYDROLOGY
Wedand Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Sod Cracks (136)
Surface Water (Al)
True Aquatic Plants (614)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
Drainage Patterns (1310)
Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
Geomorphic Position (02)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches) 2"6"
Water Table Present? Yes No
Depth (inches)
✓
Saturation Present? Yes No
Depth (inches)
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Ab
Tree Stratum (Plot size 30' ) o
1
2
3.
4
5
6
7
8
0
Sapling/Shrub Stratum (Plot size 15' )
1
2
3
4
5
6.
7
8
Sampling Point DP3
solute Dominant Indicator
Dominance Test worksheet:
80
2
Cover Species? Status
Number of Dominant Species
3
Juncus effusus
5
That Are OBL, FACW, or FAC
1
(A)
5
Total Number of Dominant
6
Species Across All Strata
1
(B)
Percent of Dominant Species
Herb – All herbaceous (non -woody) plants, regardless
9
That Are OBL, FACW, or FAC
100%
(A/B)
Prevalence Index worksheet:
11
Total % Cover of
Multiply by
= Total Cover
OBL species
x 1 =
100
Woody Vine Stratum (Plot size 30'
FACW species
x 2 =
FAC species
x3=
3
FACU species
x4=
4
UPL species
x 5 =
Column Totals
(A)
(B)
9 _
10
=Total Cover
Herb Stratum (Plot size 5' )
1
Typha latifoba
80
2
Cyperus stngosus
10
3
Juncus effusus
5
4
Microstegium wmineum
5
5
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
6
height
7
Sapling/Shrub – Woody plants, excluding vines, less
8
Herb – All herbaceous (non -woody) plants, regardless
9
of size, and woody plants less than 3 28 ft tall
= Total Cover
10
height
11
12
100
Woody Vine Stratum (Plot size 30'
)
1
2
3
4
5.
6.
(Include
or on a separate
Prevalence Index = WA =
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
1
Yes OBL
— Problemabc Hydrophytic Vegetation (Explain)
No FACW
No FACW
'Indicators of hydric sod and wetland hydrology must
be present, unless disturbed or problematic
No FAC
Definitions of Four Vegetation Strata:
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
height
Sapling/Shrub – Woody plants, excluding vines, less
than 3 in DBH and greater than 3 28 ft (1 m) tall
Herb – All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
= Total Cover
Woody vine – All woody vines greater than 3 28 ft in
height
= Total Cover
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loci Texture Remarks
0-12 7.5YR 4/1 95 5YR 4/6 5 C PL sandy silt loam
'TvnP C=Concentration. D=Depletion. RM=Reduced Matrix. MS=Masked Sand Grains 2Location PL=Pore Lining, M=Matnx
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (Al 0) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_
_ Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (172)
_ Piedmont Floodplain Sods (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF 12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (1712) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophy is vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Hydric Soil Present? Yes `� No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Linville Phase III City/County Avery Sampling Date 2/16/09
Applicant/Owner Wildands Engineering State NC Sampling Point DP4
Investigators) Matt Jenkins, PWS Section, Township, Range Linville Township
Landform (hillslope, terrace, etc ) terrace Local relief (concave, convex, none) none Slope (%) 0%
Subregion (LRR or MLRA) MLRA 136 tat N 36.073792 Long W 81 869899 Datum
Soil Map Unit Name Reddies fine sandy loam (ReA) NWI classification N/A
Are climabc / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks )
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes ✓ No
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Sod Present? Yes No ✓
within a Wetland? Yes No _
Wetland Hydrology Present? Yes No
Remarks
Sampling point is representative of a non -jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that aaoly)
_ Surface Soil Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (814)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C7)
—Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC -Neutral Test (D5)
,Field Observations:
Surface Water Present? Yes No
Depth (inches)
Water Table Present? Yes No
Depth (inches)
Saturation Present? Yes No
Depth (inches)
Wetland Hydrology Present? Yes No ✓
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available -
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point DP4
Woody Vine Stratum (Plot size )
1
2
3
4 Hydrophytic
5 Vegetation
6 Present? Yes No -
0
o_0 = Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Site is predominately well -manicured lawn with adjacent thickets of shrub and tree species.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
1 Tsuga canadensis
10 Yes FACU
That Are OBL, FACW, or FAC 1 (A)
2 Pinus palustris
5 Yes FACU
Total Number of Dominant
3
Species Across All Strata 4 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC 25% (A/B)
6
Prevalence Index worksheet:
7
Total % Cover of Multiply by
8
15 = Total Cover
OBL species x 1 =
Saplmo/Shrub Stratum (Plot size 15'
)
FACW species x2=
1 Rubus argutus
30 Yes FACU
FAC species x 3 =
2
FACU species x4=
3
UPL species x 5 =
4
Column Totals (A) (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
_ 1 - Rapid Test for Hydrophytic Vegetation
8
2 -Dominance Test is >50%
9
_
3 - Prevalence Index is 53 0'
10
_
4 - Morphological Adaptations' (Provide supporting
30 = Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size 5' )
Problematic Hydrophytic Vegetation' (Explain)
1 Lolwm arundmaceum
95 Yes FAC
—
2
'Indicators of hydric sod and wetland hydrology must
3
be present, unless disturbed or problematic
4.
Definitions of Four Vegetation Strata:
5
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
6
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling/Shrub –Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb – All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3 28 ft tall
12
95
Woody vine –All woody vines greater than 3 28 ft in
30'
=Total Cover
height
Woody Vine Stratum (Plot size )
1
2
3
4 Hydrophytic
5 Vegetation
6 Present? Yes No -
0
o_0 = Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Site is predominately well -manicured lawn with adjacent thickets of shrub and tree species.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point DP4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Tvoe LoF_
Texture Remarks
0-12 7.5YR 4/4 100
silt loam
'Type C=Concentration D=De lebon RM=Reduced Matrix, MS=Masked Sand Grains
2Location PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
Dark Surface (S7)
_ 2 cm Muck (Al 0) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matnx (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
` Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
, Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
, Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
` Piedmont Floodplain Sods (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (N observed):
Type
Depth (inches)
Hydric Soil Present? Yes No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Linville Phase III City/County Avery Sampling Date, 10/7/11
Applicant/Owner Wildands Engineering State NC Sampling Point DP5
Investigator(s) Matt Jenkins, PWS Section, Township, Range Linville Township
Landform (hillslope, terrace, etc ) floodplain Local relief (concave, convex, none) concave Slope (%) 0%
Subregion (LRR or MLRA) MLRA 136 Lat N 36.073792 Long W 81.869899 Datum
Soil Map Unit Name Dellwood cobbly sandy loam (DeB)/ Reddles fine sandy loam (ReA) NWI classification PF01
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks)
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation , Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Sod Present? Yes No
within a Wetland? Yes � No
Wetland Hydrology Present? Yes No
Remarks
Sampling point is representative of a jurisdictional wetland area in the floodplain of the Linville River. This
wetland acts as an overflow from Pond A during high flow events with a direct connection to the Linville River.
Although this linear feature is located within a heavily forested area, no rooted plants and few herbaceous
species were present.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required. check all that aooly)
_ Surface Sod Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (614)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
Drainage Patterns (610)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
Water Marks (131)
Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Dnft Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water -Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Depth (inches) 34"
Water Table Present? Yes No
Depth (inches)
Saturation Present? Yes No
Depth (inches)
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
Feature receives flow from adjacent Pond A connecting to Linville River.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point DP5
Remarks (Include photo numbers here or on a separate sheet )
Wetland feature is largely un -vegetated with few pockets of herbaceous species and no rooted,
woody plants.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30' )
% Cover Species? Status
Number of Dominant Species
1
That Are OBL, FACW, or FAC. 2 (A)
2
Total Number of Dominant
3
Species Across All Strata 2 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC 100% (A/B)
6
7
Prevalence Index worksheet:
8.
Total % Cover of Multiply by
0 = Total Cover
OBL species x 1 =
Sapling/Shrub Stratum (Plot size 15'
)
FACW species x 2 =
1
FAC species x 3 --
2
2
/
FACU species x4=
3
UPL species x 5 =
4
Column Totals- (A) (B)
5
6
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
7
8
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
g
3 - Prevalence Index is s3 0'
10
_
4 - Morphological Adaptations' (Provide supporting
5,
Herb Stratum (Plot size )
= Total Cover
_
data in Remarks or on a separate sheet)
1 Boehmena cylindnca
2 Yes FACW
— Problematic Hydrophytic Vegetation' (Explain)
2 Impatiens capensis
2 Yes FACW
3
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in. (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height
8
g
Sapling/Shrub – Woody plants, excluding vines, less
than 3 in DBH and greater than 3 28 ft (1 m) tail
10
11
Herb – All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
12
4 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
5
Hydrophytic
Vegetation
6
Present? Yes No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Wetland feature is largely un -vegetated with few pockets of herbaceous species and no rooted,
woody plants.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

SOIL Sampling Point DP5
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) °/a Color (moist) % —Type' Loc Texture Remarks
0-12 1OYR 3/1 100 g—IN1—y—d
'Type C=Concentradon, D=Deplebon, RM=Reduced Matrix, MS=Masked Sand Grains 2Location PL=Pore Lining, M=Matnx
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (A1)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Hisbc Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Matenal (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Hydric
Soil Present? Yes '� No
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

4
2011 Agency Correspondence for Linville Restoration Project — Phase III

1
WI LDLANDS
April 20, 2011
Mr. Bryan Tompkins
U.S. Fish and Wildlife Service
Asheville Field Office
160 Zilicoa Street
Asheville, North Carolina 28801
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 27
and Water Quality Certification No. 3689
Linville Restoration Project — Phase III
Linville, North Carolina
Dear Mr. Tompkins:
The Linville River Restoration Project — Phase III has been identified for the purpose of performing
stream restoration and enhancement on a portion of the Linville River and two unnamed tributaries.
The project site is located in Linville, NC along the Linville River immediately upstream of US
Highway 221. The goal of the proposed project is to restore a section of the Linville River and
portions of two downstream unnamed tributaries. The attached copy of the Section 404/401 Clean
Water Act Permit and enclosed construction plans detail the existing site conditions, proposed
construction, and identify temporary jurisdictional impacts.
Wildlands Engineering, Inc. (Wildlands) has obtained an updated Federal Endangered and Threatened
Species list for Avery County from your website(httn://nc-es.fws.g_ov/es/countyfr.htmi). The
threatened or endangered species for this county are: the bog turtle (Clemmys muhlenbergii), Carolina
northern flying squirrel (Glaucomys sabrinus coloratus), Virginia big -eared bat (Corynorhinus
townsendii virginianus), spruce -fir moss spider (Microhexura montivaga), BlueRidge goldenrod
(Solidago spithamaea), Heller's blazing star (Liatris helleri), roan mountain bluet (Hedyotis purpurea
var. montana), spreading avens (Geum radiatum), and rock gnome lichen (Gymnoderma lineare). We
are requesting that you please provide any known information for each species in the county. The
USFWS will be contacted if suitable habitat for any listed species is found or if we determine that the
project may affect one or more federally listed species or designated critical habitat.
Please provide comments on any additional issues that might emerge with respect to endangered
species, migratory birds or other trust resources from the construction of a stream restoration and
enhancement project within the project area.
I— • 1430 5" H"4 iixa 104 • ilia, NO 29203

We thank you in advance for your timely response and cooperation. Please feel free to contact us at
[phone] with any questions that you may have concerning the extent of site disturbance
associated with this project.
Sincerely,
Matt Jenkins, PWS
Environmental Scientist
Enclosure
cc: Ms. Tasha McCormick, US Army Corps of Engineers
Mr. Ian McMillan, North Carolina Division of Water Quality

WILDI ANDS
March 21, 2011
Shannon Deaton
North Carolina Wildlife Resource Commission
Division of Inland Fisheries
1721 Mail Service Center
Raleigh, NC 27699
Subject: Linville Restoration Project — Phase III
Avery County, North Carolina
Dear Mr. Deaton,
The purpose of this letter is to request review and comment on any possible issues that
might emerge with respect to fish and wildlife issues associated with a potential stream
and wetland restoration project on the attached sites. A USGS map (Figure 1) showing
the approximate property lines and areas of potential ground disturbance is enclosed.
Figure 1 was prepared from the Newland and Grandfather Mountain, NC 7.5 -Minute
Topographic Quadrangles.
The Linville Restoration Project has been developed for the purpose of providing
restoration and enhancement of on-site streams and wetland areas. A large section of the
Linville River, as well as two downstream tributaries have been identified as significantly
degraded. Additionally, an area within the floodplain of the Linville River has been
identified for wetland creation and restoration.
We thank you in advance for your timely response and cooperation. Please feel free to
contact us with any questions that you may have concerning the extent of site disturbance
associated with this project.
Sincerely,
Matt L. Jenkins, PWS
Environmental Scientist
Attachment:
Figure 1. USGS Topographic Map
tvid,,,a, f, 5 w , I— • 1430 5&4 K-1 5U. • " 104 • e4mtau, NC 23203

North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
March 30, 2011
Mr. Matt L Jenkins, PWS
Wildlands Engineering, Inc.
1430 South Mint St. Suite 104
Charlotte, North Carolina 28203
RE: Request for Information and Comments, Linville Restoration Project — Phase III, Avery County
Dear Mr. Jenkins: -
This correspondence is in response to your communication of March 21, 2011. Biologists with the North Carolina
Wildlife Resources Commission (NCWRC) are familiar with habitat values in the area. The NCWRC is authorized
to comment and make recommendations which relate to the impacts of this project on fish and wildlife pursuant to
Clean Water Act of 1977, North Carolina Environmental Policy Act, US National Environmental Policy Act,
Endangered Species Act (16 U. S. C. 1531-1543; 87 Stat 884), and the Fish and Wildlife Coordination Act (48 Stat.
401, as amended; 16 U.S.C. 661-667d) as applicable.
The activities proposed for this site are to provide stream and wetland restoration and enhancements. Based on our
in office review, the Linville River supports wild Brown trout so in channel work and land disturbance within the
25 -foot trout buffer zone should be avoided during the Brown trout spawning season of October 15 through April 15
to protect the egg and fry stages of trout from -direct impacts and sedimentation during construction. In addition,
Grandfather Mountain Crayfish, Cambarus eeseeohensis (NCSR) habitats are known in the area. This species is
endemic to Burke and Avery Counties above Linville Falls.
Please be advised that we recommend state-of-the-art natural stream channel and wetland design and construction
methodologies. Only native and non-invasive plants should be used. Streambanks should be planted with
autochthonous (native) plants like silky dogwood, rhododendron, dog hobble, mountain pepperbush, paw paw, red
maple, silky willow, tag alder, black willow, sycamore, river birch, or other native woody species. Any non-native
and invasive plants should be controlled and eradicated.
Thank you for the opportunity to comment during the early planning for this project. If you have any questions,
please contact me at 336-769-9453.
Sincerely,
Ron Linville
Regional Coordinator
Habitat Conservation Program
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

WILDLANDS
March 21, 2011
Renee Gledhill -Earley
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Subject: Request for Records Search
Linville Restoration Project — Phase III
Avery County, North Carolina
Dear Ms. Gledhill -Earley:
We are hereby contacting the North Carolina State Historic Preservation Office regarding
the presence of any historic properties or cultural resources within the referenced project
area. The project is located along the Linville River as well as two downstream
tributaries within the Town of Linville, NC (Figure 1). The attached USGS Site Location
Map illustrates the approximate location of the project area. Figure 1 was prepared from
the Newland and Grandfather Mountain, North Carolina 7.5 -Minute Quadrangles.
The project reaches are located largely within forested areas adjacent to small residential
and commercial developments. The purpose of this project is to perform stream and
wetland restoration and enhancement activities on a portion of the Linville River and
unnamed tributaries. Construction of this project will cause unavoidable impacts to
jurisdictional waters of the U.S. and require Section 404/401 permitting.
Please provide a written response concerning your determination regarding the presence of
any historic properties or cultural resources within the project area. Thank you for your
attention to this matter.
Sincerely,
Matt L. Jenkins, PWS
Environmental Scientist
Attachment:
Figure 1. USGS Site Location Map
lv U4,.,c, F,..S.," 1. • 1430 5«a H-4 51AW • 5—u 104 • Ck-4m, NO, 23203

North Carolina Department of Cultural Resources
State Historic Preservation Office
Claudia Brown, Acting Administrator
Beverly Eaves Perdue, Governor Office of Arcluves and History
Linda A Carlisle, Secretary Durston of Historical Resources
Jeffrey.) Crow, Deputy Secretary David Brook Director
April 7, 2011
Matt Jenkins
Wildlands Engineering, Inc.
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Re: Stream and Wetland Restoration of Linville River and Unnamed Tributaries, Avery County,
ER 11-0453
Dear Mr. Jenkins:
Thank you for your letter of March 21, 2011, concerning the above project.
There are no known recorded archaeological sites within the project boundaries. However, the project area has
never been systematically surveyed to determine the location or significance of archaeological resources. Based
on the topographic and hydrological situation, there is a high probability for the presence of prehistoric or
historic archaeological sites.
We recommend that a comprehensive survey be conducted by an experienced archaeologist to identify and
evaluate the significance of archaeological remains that may be damaged or destroyed by the proposed project.
Potential effects on unknown resources must be assessed prior to the initiation of construction activities.
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
construction activities.
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at www.archaeoloQy ncdcr.gov/ncarch/resource/consultants.htm. The archaeologists listed, or
any other experienced archaeologist, may be contacted to conduct the recommended survey.
The Sign Tributary project area is located outside of, but adjacent to, the Linville Historic District, which is
listed in the National Register of Historic Places. However, the proposed wetland and stream restoration will
have no adverse effect on the historic district. The Linville River and Hospital Tributary project areas will have
no effect on the historic district.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Location 109 East Jones Street, Raleigh NC 27601 Mailing Address 4017 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax [phone]-6599

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above -referenced tracking number.
Sincerely,
6�11claudia Brown

2016 Correspondence with NC State Historic Preservation Office

0 '"A
WILDLANDS
ENGINEERING
May 23, 2o3.6
Ms. Renee Gledhill -Earley
State Historic Preservation Office
iog East Jones Street, Room 258
Raleigh, North Carolina 27601
Subject: Request for Review and Comment
Linville Restoration Project—Phase III (ER 11-0453)
Linville, North Carolina
Dear Ms. Gledhill -Earley:
Wlldlands Engineering (Wlldlands) is hereby contacting the North Carolina State Historic
Preservation Office (SHPO) regarding the presence of any historic, archaeologic, or cultural
resources within the referenced project area. The project is located along the Linville River and
one unnamed tributary to the Linville River within the town of Linville, North Carolina in central
Avery County (Figure z). The project proposes stream restoration and enhancement to
approximately 2,396 linear feet (LF) of the Linville River between Tanglewood Cemetery Road
and Highway zo5 (Figures 2 - 4). The project also involves preservation of 967 LF of the Linville
River immediately upstream of Tanglewood Cemetery Road and i,5oo LF of the Hospital
Tributary. No land disturbance is proposed in these preservation areas. Grading is proposed in
the right floodplain of the Linville River to develop 2.6 acres of wetland cells. Stream
restoration and enhancement will include excavation, fill, bank grading, and the installation of
in -stream structures to improve the hydrological, geomorphological, and biological functions of
the stream corridor to create a stream channel with stable pattern, profile, and dimension.
Wetland cell construction will involve draining and partially filling existing diversion ponds.
Additional floodplain excavation will also be performed for wetland cell construction. Project
streams and wetlands will be planted with native riparian vegetation. Construction of this
project will affect Jurisdictional waters of the U.S. and require Section 404/402 permitting. The
construction phase of the project is being funded through a grant from The Clean Water Trust
Fund
No structures are present within the project area. Representative site photos are included with
this submittal. Land use surrounding the project includes forest, maintained open space,
commercial, and residential. Site coordinates forthe center of the large project area along the
Linville River are 36.076343°N/ -81.868795°W. Site coordinates for the center of the Hospital
Tributary project area are 36.064649°N/-8z.886s6°W. The land disturbance footprint is
approximately 23 acres which will only occur in the Linville River project area. The attached
USGS Site Location Map (Figure 3) was prepared from the Grandfather Mountain, NC, 7.5 -
Minute USGS Topographic Quadrangle.
Wildlands Engineering, Inc • phone [phone] • fax [phone] • 1430 S Mint Street, # 104 • Charlotte, NC 28203

WILDLANDS
ENGINEERING
The project was previously taken through permitting back in zoic but never built to do a lack of
funding for the construction phase. Previously, SHPO determined that the project would have
no adverse effect on the adjacent Linville Historic District, but did recommend an
archaeological survey be completed for the project area (ER 11-0453)• Since 2021, the portion of
the project identified as the Sign Tributary has been removed and is no longer part of the
project (see Figure 2). Wlldlands hired New South Associates to complete a Phase:L
archaeological survey of the project area. The study consisted of archaeological and historical
background research, archaeological field survey, and assessment of archaeological sites for
inclusion on the National Register of Historic Places (NRNP). No historical resources were
identified as a result of New South's investigation. New South recommended that no further
work is needed on the site. A full copy of this study is included with this correspondence.
Please provide a written response concerning your determination regarding the presence of
any historic, archaeologic, or cultural resources within the project area. We thank you in
advance for your timely response and cooperation. Please feel free to contact us with any
questions that you may have concerning the extent of site disturbance associated with this
project.
Sincerely,
Ian Eckardt
Environmental Scientist
[e-mail]
704-332-7754 x1o8
Attachment:
Figure 1: Vicinity Map
Figure 2: Overall Site Map
Figure 3: USGS Topographic Map
Figure 4: Concept Map
Representative Site Photographs
2011 SHPO correspondence
New South Phase:i Archeological Survey report
Wildlands Engineering, Inc • phone [phone] • fax [phone] • 1430 S Mint Street, # 104 • Charlotte, NC 28203

e e
O
�
IL80'd °N iiO"!1 �'�
90LLZSOL n:I
/SGG ZEE LL SOG 1-11-1C
rn�
p�amugq
��,`\`�V3 S yV4
• �<9�
uU
AQz
OD CY)
o
LOZBZ ON'anor,.y0
v
< jN I9
C //�i� 'y.�' t•�
Q
133gs 3PU
3 [cnin
LOB A
5101 a'mS"anis 1°11141—S mif
v>x
06£6Z0
a
co
ow
N3U-m
0-31.10.a
S Q N d Z CI 'I I M
io
4 1tl35
t>A y° �
UU110JU 1 i� jJON �af[jAUI-I
0
Mae gee u
A
J`
j MOIJUJOISO-d JaAl2I �UiAUT-1
—PWI,
3516
0:161soo �w•N�r
"'a
a
xx
•w
a
v'oz tz AVK
e�
e�
M
000
M
sUqd[ pui�
e e
O
�
e Fy
rn�
uU
AQz
OD CY)
o
v
00
Q
3 [cnin
LOB A
v>x
o �o
v�
a
co
ow
N3U-m
io
0
A
u
e�
a
xx
•w
a
u
S
e�
e�
M
000
M
a
R �O �
a�w
~
vcn Aw o
va�z
vU ao
z
u
M n M an M 00
� .
N M � N M e* .M -•i
, O-
C C o O C .-. c4 M M *
I
O
�
n
N
rn�
uU
AQz
OD CY)
o
v
00
Q
3 [cnin
LOB A
v>x
o �o
v�
a
co
ow
N3U-m
io
0
A
u
c6
CL
a
xx
•w
a
u
S
011 Cf)
M
000
M
a
R �O �
a�w
~
vcn Aw o
va�z
vU ao
z
u
Q
v
G
O
O
w w
u
03
•� N w M
w
U
y M
oU °,t-
W
'.'7
.��tcn-U= to-
N
a
v
L M
o LO
o
C)
�
C
°
O
°
O>
�
O Z
00Z >
u
N
O
+O
v
cn
a
N N
cl
COQ Y
C>7
N w
>>
oa
G
aFa
>
01
W
O
O
•y
c�>
z
u
R
cn
W�
a
V]
w
N
U
�
Cao
Q �S-1 `.�,
o4j
d❑° ��-1 rq
•y7
.�,
�
'D
H
0
U U
H
C7
a
a A
a�
ptZ
ocvuN
3mJJ
>I<w
WOI
' WN
WO�
m�
U
UZ
4*44 'poa Buµere
IS -OP
s �
PN r4a 00 u1
Poo" Bue i PO
d'
°Av °BMan �
as
za as
a
H�
Qa _ dAS °IIIMun
xF
O
n
N
rn�
uU
AQz
OD CY)
o
00
Q
3 [cnin
LOB A
v>x
o �o
v�
co
ow
N3U-m
io
Q
A
u
c6
CL
v
xx
•w
a
u
S
011 Cf)
M
000
M
w
R �O �
a�w
~
vcn Aw o
va�z
vU ao
z
u
C.
O
x 4;,
O
w w
•� N w M
w
cnA
y M
oU °,t-
W
'.'7
.��tcn-U= to-
.1v
rn�
OD CY)
m
00
Q
LOB A
co
io
Q
c6
CL
xx
7
_N
w
u
O
w
N
L M
o LO
C)
°
O
°
O>
O Z
00Z >
O
+O
O
N N
COQ Y
C>7
N w
c0 m
V% J 0
65 J 0

V om
Q c o
m N O' H 7
O` C
t5 *6
0
CL o n 7,8 o
Z y c 7 a
nvn'
H C C
V1
o 0 E CO
a)
O�> 0 N
cU$�>CL
H E m ; E .-
>1
m ~ d m c
a �$L8
_ 9 U c y c
m y L O
t c ry
O N O
c a a « co
o "
"0.0
.0
miicm�
7
m doEom,co
a) -
a7 a 8 al C
E m(Drmc4
�c2odE
ii � >O
�U
a HmCM
�cE�'
• •
O Ca 0> n m C
0
o d E
W = o m
m L y
m a" _a
> ° v
c m c
L - C O
fa C C lO t f m'
2 L
m
` m
g�g p C C
Z a ; 3 $ -
L ; U CL
7 E 0
m
E m C 7 -O L L C
o 0
m y o m y
cac 3 c` o
as m O in m
N C E N o Lm E
L D m 7
a m- C O a
`n NC
a)
o E >. > 3
a o y a(a c 3,
8= d N (D 'D 2:: E
cm E�vc -off
CL a) 0
Q o a o E E N c i
8 m
a `E�,nms,`
m 7 C or r
m` m 3 a
W 7 f
c 6E 2 4)
Z0 cue daE t
cQ m Uca
° v;'a8 s
m
:7 N N
w m
O
�aayg
1ES90frZff f04 -"3
a
2,)
6�a nm••,,,`�•1
F'%i
2
FO
H
m
•
KLL ZEE WL YJ.
foZBZ 0N'anoNegO
li-iS
n
m
W
���`� ��`��+
F ro�';" Ef's+•.
m m
sloquIi.S'' puz saloN yriauaf)
m
'o
hol ai-S iayY yi^oS Oftl
��
04E6ZO +
z
QFQ a0x�
tl W
Z
Z
z
Z
o Nltla]N 9Ni
saNdza'irnn
yz
K W
,yW3sGb
O
1RUl 0193 gjJON `afjIAUl-I
U
Mas d
HsV
c
wz
'•�%%;;,,;.,;:�
C
III 3SEgCf :UOJjUJOjS3-d JZ)ATH a1[iAUT-1
�.wn
ave�.� �w.Nar
"'o
C)WWp}
O J
=O,
3
. . .
.�az Yz Aviv
10
F -
Q
S1 eld puld
V om
Q c o
m N O' H 7
O` C
t5 *6
0
CL o n 7,8 o
Z y c 7 a
nvn'
H C C
V1
o 0 E CO
a)
O�> 0 N
cU$�>CL
H E m ; E .-
>1
m ~ d m c
a �$L8
_ 9 U c y c
m y L O
t c ry
O N O
c a a « co
o "
"0.0
.0
miicm�
7
m doEom,co
a) -
a7 a 8 al C
E m(Drmc4
�c2odE
ii � >O
�U
a HmCM
�cE�'
• •
O Ca 0> n m C
0
o d E
W = o m
m L y
m a" _a
> ° v
c m c
L - C O
fa C C lO t f m'
2 L
m
` m
g�g p C C
Z a ; 3 $ -
L ; U CL
7 E 0
m
E m C 7 -O L L C
o 0
m y o m y
cac 3 c` o
as m O in m
N C E N o Lm E
L D m 7
a m- C O a
`n NC
a)
o E >. > 3
a o y a(a c 3,
8= d N (D 'D 2:: E
cm E�vc -off
CL a) 0
Q o a o E E N c i
8 m
a `E�,nms,`
m 7 C or r
m` m 3 a
W 7 f
c 6E 2 4)
Z0 cue daE t
cQ m Uca
° v;'a8 s
m
:7 N N
D y m c a o m E
o v_ E o C
0 E
zl
a W U o o c
U H L d m -O a
O O a7 > y C
n cti Z
i m E m E 0 o
> E
N C l0 m O
C 9 m 0
i
a m a c
Q m E `a m
0 (a $ E L
C E
i mU H
2d `p� ami m - LD
a U 0 O. - CO
LO
m C m
7
C
0 0 C N m
m l0 Yj
la
ca
CL a
a. 'p
Yy m y
1 U C> p Oc d o f0 7
0
CD
N N O_ CO Ya C L L
C a) m
v a' u+ - 2 r
E m
m C L
1 0 a a7 N a O m m m
c E
it m Z5f0j.6 E '0, m� o�
m o
j > o
Q `o v m a
t 0 c a c m
� c7i c c a m E c °° y
c `w m a >
i Y O a '� O Ol L O. C N
N a m
` c N N
3 �¢ w
�o >aS w 3
M N
rn
c
w m
O
y
m
`n
a
2,)
m�
E
2
FO
H
m
m
2
oo-O
u
n
m
W
ae 43
Ox
m m
Oa
m
'o
voz5
z<
��
az
W
z
QFQ a0x�
tl W
Z
Z
z
Z
W
O x c a
yz
K W
xxy
W W O
O
dwm(�a>
U
c
wz
wruN
C
QQat'
m
U
C)WWp}
O J
=O,
3
w LL
3
10
F -
Q
Z W
m
m
m
LL
U) f0
n
Z�
Lu 0
o m
E U
F c
d N
n�
2m
a
N
m
C
a
a
E
0 W
m
N
ao
d
d
o
N
N
v
d
o
N
rn
a
m
O
a
m
in
in
d
m
Ny
v
N
w0
2w2m
R
w
d
m
to
,+i
m -
F N
a0
yO
F 2
z LLjrcQFQ
$2Q
.n
m
LL
3
ca U)
W JQ
N LL
D
GG
O
O
Q
❑
O
n
U)
h
=�
ma
N
m
z
LU
yF
OC U)
m
Um
Tim
Dm
20
ismo-6mm
o
=m
(n L
dm
O L
2r
y
F
p
F
Eo
Lum
<a
No
m"
w
¢
w
W
5
x e
~z
N
a
co
3W(n
z
F
yU)
J
m
Lu
U �_
U-
a
O
2
U
W
Z
O
z
J
W
7
y m
Mm
w=
D�
0=
m
co
y m
Ir
�~
Ov
aw
O
O
Ja
OOo
N
�o
wm
a
Y
0
w
QO
m
D y m c a o m E
o v_ E o C
0 E
zl
a W U o o c
U H L d m -O a
O O a7 > y C
n cti Z
i m E m E 0 o
> E
N C l0 m O
C 9 m 0
i
a m a c
Q m E `a m
0 (a $ E L
C E
i mU H
2d `p� ami m - LD
a U 0 O. - CO
LO
m C m
7
C
0 0 C N m
m l0 Yj
la
ca
CL a
a. 'p
Yy m y
1 U C> p Oc d o f0 7
0
CD
N N O_ CO Ya C L L
C a) m
v a' u+ - 2 r
E m
m C L
1 0 a a7 N a O m m m
c E
it m Z5f0j.6 E '0, m� o�
m o
j > o
Q `o v m a
t 0 c a c m
� c7i c c a m E c °° y
c `w m a >
i Y O a '� O Ol L O. C N
N a m
` c N N
3 �¢ w
�o >aS w 3
M N
rn
c
O
y
m
`n
a
2,)
m�
E
m
U) m
H
m
m
fn
'O
O N
m m
x
m
'o
Q
M am
wU))
w
y
o
U
O
m
c
U
c
c
L_G
E
m
U
U
w
5
3
10
m2
Q
m
m
m
m
LL
U) f0
n
Z�
Lu 0
o m
E U
F c
d N
n�
2m
m
c
m
UY
N
n
2
N
m
C
a
a
E
ocm
rn
c
m
m
N
E
s
m
N
ao
d
d
o
N
N
v
d
o
N
rn
a
m
O
a
m
in
in
d
m
Ny
v
N
w0
2w2m
R
w
d
m
to
,+i
m -
F N
a0
am
a
N
.n
m
LL
3
ca U)
m w
E
O
y
m
`n
a
2,)
m�
E
m
U) m
y
m
fn
'O
O N
m m
x
m
'o
2 2m
M am
wU))
w
y
o
0
J
O
m
c
U
c
c
L_G
L
m
U
U
w
5
3
c
m2
m
m
m
m
LL
U
m
E
E
E
c
d
y
d
m
d
y
o
m y
W
a
a
v m
LO
0
v cn
c .c
n
U)
h
=�
ma
N
m
o_�
o.n
OC U)
m
Um
Tim
Dm
Ey
ismo-6mm
o
=m
(n L
dm
O L
2r
y
2m
Zj L
2m
N L
2m
y L
?m
' L
>m
y L
c In
C U%
OIN
yU)
J
m
U on
U �_
U-
U
J _Ni
2
U
m m
m '9
m
y m
y m
m L
y m
y m
y m
y m
OO
OD
en
O m
em
on
OD
OOo
0
co
J)
aw
aw
am
em
am
oe
am
em
Q. u)
em
am
em
am
E
O
c
a
2,)
m�
E
m
U) m
y
m
oU)
c
O N
m m
x
m
'o
2 2m
M am
wU))
w
y
o
0
o
c
U
c
c
m
U
U
w
O
O
m2
m
c
C
LL
U
m
U
(n in
d
y
d
y
d
y
d
m
d
y
o
m y
a
s
s
n
ae
as
a
I I
I
u1'
E
O
c
a
2,)
m�
E
m
U) m
y
oU)
mn
i m O
O N
m m
x
0 n
'o
2 2m
M am
wU))

IEBO-d oN am 9 —A
90Cf Urtft -d
bSGL ZEE tOL Pl
fOZuZ 3N'anope.3
101 aanS •)au)S )u4V 9)noS Ofil
U NIU3a N....
Sactvz(l'Iron
�."�3mS nq��•
saauambag uor;awlsuo:)
f OVUM ivas\2.
III 089gd :T. Olj9JOjS;)-d JlAlH 3UTAUT-1 uo�wn
C C aN C m O y L O E !0 c y c « C C y O C d T y °
m L m CO CL « m - 7 O - O 0) m C N 7 01 yyy t0
a 0
E m
UO N yZ7
Od, ;.U)
p -O O] ,C Cm OO ayd)-N0E
O N mC>'
X/cC. jOO
00O c N- �H
CO
M 0/ 0) O V y« d aCO?v a : 0y -o E'o c C o mc 2
O aCWaLM�° m
V Y
C14y O Em EO
N NW O8E -O-3N � O
CO rOC°C
Wm>Z049 L mayW L 0 U
00 .0 —rF) 0) r3° . m-rny y X0m° a
Or) nm °°yt >
O aC m N U N> 2(W0pi
10 O
N ai E C C .S C N y ym t 0) �. —y y y m O l0 f0 N f0 E C m> O
0-0
N
U NCyJ oC�WU LCCY
y 11 y 27am$ai yaCC�C°y. Q 0C a0WOyrE yo4 «NN7
mmNO y cav c O a CC OC) C O -
N E
' OJ m 2 U7� QOO m1N >
UmEZoo ��mo0vv rn
L o�m S 0m
) O
Z N �yC° m m WOC C 0U 11 fA L p poo Ow mOS
m ar EL° ry cmSy a x y 2 Ti ca m c`mOOm m0 EO mNNCOOOyL OH c0C?e ON
m E�amgY o mmm -6 N > O EE
= a°Y"`a�c�n
vCL Y= 0 7 cCD'W z 07p mm
KO C°NO«E OO N 7L -O -C yTb
m C m y m> O «rl0
U
m 2C E N> 0 mNm S°N LC �C
2C > WCmy G) ` m
yN y Cmy wN�°Nc.° �o L IM-5
='aEc °°iE d m7Zc o cc oO
E
o d imy m Ei
16 r yd > EEo > E _c E E c
owm Eya°uoEc�EmN Q a o%
o 0 °�mavooXm�2SQar¢cdac� n�aa
n d�WancnmrO
.-i r.i m 4 vi fp °i ti ti .'n -i .P,- 0,-16 � rq
o
E
MQS f9 P'f"Y7
�1 18 u
09161-f00 N -.N a^I
910Z'fi AVN -u

Ifso'd om —n uuli
9KC ZEE W d
1SGG ZEE 104 1-1
Can am' "-v-u
tol .1-S 11 -IS I -4V 41^oS oftl
acltr�az>:
Saaamp PUB -I Juaa¢fPV - S;aautaS¢H u011¢AJOSUOD
RUT10.03 gjJON `OU!AUl-I
III aSL'gd :UOTjLJOjSa-d JaAi-d allIAUI-I
MUS Lu M-qo
MJI [u u.ull
HSV-uph''d-"-d
0,161-M ',N -Z wl
u'u 910L'C[11YW

ICsO-d oN amaarl w1_1
90CC ZEE M nd
M4 ZEE t04 1-1
Can �N'anop.y�
f01 alms' '-s -IV 41^Os Off[
9 N1b 33 N17N3
1_99
si«;aQ pu¢ saJoN900
( 09£6ZO
t f �d3s mub is M-93
,,I�•�� �, _
'A'
0.161-100
III ;MlgCI :U0ljR 0jS2a JaAi-d 311iAII.IIi'I —FWli 9I0CEZAVW r.0
Z
¢
0
x
O
a
coY
0
x
a
0
z
w
U
N
w
z
O
m
z �
L, �o
�
W
J
2 a
J
a C7
,
ZU.
tL
fV
p
U
�U pQ y-rW
I3
Z�
�m
m <
o
�#W�W9�
� �e •3! lr��� N,
IN
z
�
�W
a e I oil
wso„”„`
3
i � �
■ i i . b
STATE OF
DEPT.00FTMTRACAROLINA
M 0IR ATION
ENOLISH STANDARD DRAWING FOR
MRIIICADE8
a
••
DIVISION OF HIONMAYS
RALEIGH, N.C.
TYPE -III
���i �aE�
p
7
t
=�u•,i�auo
a
-
w
cy
9i
T
•a t
i
dy
Sao
o
H
=
z
j
�
E'rc
Ea�
�
i
o
o"
10
s
1y
_
w
3
o
z
wo
Fm
S 7
IW
U
a
<�^€
Et
2
O
2
om
Q .
�U
:
>z
u
�i
®y
rcz
Z.
=S
c
9 5.
F i
i
�
§w
O
a
o
W
<
o
o
W
s y
3
d
Qu
o
.0
W
8
i
Ei
mpiF
u
ISI+
$
LLoFW
o
y
f•
o
e
ui
Hal
o
go
Wwz
_$T�
M
a
<o
I�
�-W
ft
a
��
ME.
w
o„o
Z
o
a2
6
¢
5
m 0<
a
xH3
w
0-
V
N n
”
Z
¢
0
x
O
a
coY
0
x
a
0
z
w
U
N
w
z
O
m
z �
L, �o
�
W
J
2 a
J
a C7
,
ZU.
tL
fV
p
U
�U pQ y-rW
I3
Z�
�m
m <
o
�#W�W9�
� �e •3! lr��� N,
IN
z
�
�W
a e I oil
wso„”„`
3
i � �
■ i i . b
STATE OF
DEPT.00FTMTRACAROLINA
M 0IR ATION
ENOLISH STANDARD DRAWING FOR
MRIIICADE8
a
••
DIVISION OF HIONMAYS
RALEIGH, N.C.
TYPE -III
���i �aE�
p
7
t
=�u•,i�auo
a
-
w
SuuRlIcl ilouldz 15
'D'N 'NDI3IUN
SAWMIN d0 NDISIAIO
NDIIVVNIlOM MON 1d30
HD MIS
III -301
$3W*idbv
tl0� ONIM M OVVONV1S HS11SN3
p
� �e •3! lr��� N,
IN
e
a e I oil
i � �
■ i i . b
STATE OF
DEPT.00FTMTRACAROLINA
M 0IR ATION
ENOLISH STANDARD DRAWING FOR
MRIIICADE8
a
••
DIVISION OF HIONMAYS
RALEIGH, N.C.
TYPE -III
��� Yz ao b
zwx x xu O O � �W �QQ wyz �Q w
a U¢ 3 ~¢ J W Z LL 0 x U W a Q _Q Z x > LL
Z Z x po w O
wxo w� o go LL oW_ O'Foa �w
oaw Fo_ y p o x y opo
0W Qx SSU OZ O Q� w Zo ZW W ZILL p� C7 -z LL:
�° W ° UZ� Ufn a'a ~ W (V ¢ ¢-OY W Z w W Nog
?ao 10-nzz oZ `w' wz °z 3 P 15, 60 w3o
QQ ¢ w ax w°a o zJ�
Wa Z N W Z Z O w a O W W O Z y W K Q Q 2 Q U =>
a�Y x LL 7 x W o z O a 0" W o ff O O
�a y ego wo �Z °�' °w M yz 3~0 z Kh 0�o
ww-,m w w aw0 �� ¢� zw w. -L c7 w zlwwla x� wLLu
In >Ww nvoiwalz Wiz wo LLOa �j w? z ow yoSLLw ~z wow
ox¢w wwoln�(9z zw4z c�z of zy z� ww,WOz �w ~tea
oy0 W nodi � N w W W �9 a� fAO N z } Z C9 W >m,-98- w H OI°y1w
W Z V U U y y x U U Z Y O m o Y Z J y Z F y o o Q O a ¢ w y w Z
Sz rwzzw ° -oww°Z 6�= za o0 aQ ax or o0 `w>' OFWzzx �� W -a
QQZ }xOw W oQU2iO w 3 W ~ a° �= �x wQ W a m. Z W W zy,.,w�o Q,LL JQw
>aJx H gxy>F30 1 21x..8 Zx ZK 28 wW �0 z 8p 2lLL Va JO Z W awyS mLL oxo.
o Q��m Y}Yw6Y3 yo >�� ow �� x wW �� go F z�o�0, w0 , �z
x oz o QxQxzUQw oc� °oa yx, yw xo xx ¢ ma lz 4xwQy 0 >o ❑c»
° x�OZ xx�NUZm ¢Z �LLy o0z wo Qa oz w>- JZ U 8pgo-wR r= ¢ZW
2 z g P < aaaYlLLi�Fiw�� c7 ¢�Q >�� o>z ww WWF wz arw F_�wW wv wwFF
w oo�'z wwwQwwowzo¢g z zc� aoo �� 05 w� Z� LL awzo2 gak gW5
} Jx00g ���3F- oUmLL 0 _zW xx a0 Ux z w y zZ a awx
o wZazaaw pz oo�o�000000 y ��Sw ��z ti YO O 3F izw ~ ZWUSwTO0 O a Z
0 Lu x l¢ -K x x ~ 0001(11[) 0 y F- ¢ � ¢ U o ¢ (qF LLO> <wm U
00000.-�t�! t0^u1
Z w
f7 O H Z ° C7 HF- OZy a W Q
��}m wm LL O ZZ W wY Zaa OJF-J o
zZ�w �w O w Wag ado cwi0x wwc~i> z
hoz~ "� �� 0z axa ' 3 ¢~a �faa
<.z -'
W Q W LL Q Z w O
z28 Q w W o W� Z x x ,
�w2p z0xo �w w— ow QQ� w�~ Ir�� �o�w Wad �
a LL U y IR -6 LL°¢ o w y W 2 Q LL w O o y
Hf LL a x LLx OJ OZ Jyy o w W QLL 0'O w
Wwoy 9Q Oa ZO LLfx OoJ oxF ZKWU QU O
;4H
,,,,,1e w?f cw> oz 3} �z 'ya x0D zWrn gF_zw U. w
ILg Qm Y41 } J y W N In yy aw Ul x QQ W
rw wo xpw zap =Zo w2W zFZz wxa
�m;o o~ FU Zuoi 4¢� Zgo zZN �o=r W. o
" " oZoo w� W� wO 0w� 0Q0 02� � xZ U
y a wo z0Q zt, z z c�gS z -m3 o w
z¢0o irW a ww 4za Yw--U1 zJ� 4woa m0 z
�azw _i0z <L gs ori oWg o>Z o��w o� w
oza� a,Wn zo m w¢ Wwo WOE 3�c7 W¢wz 'op<g
`-'wgc aI W --wF a�c~I aaod wWg¢ $22E
1a Y¢xz �w �ww i OS ZOw ?0¢� <H ~g¢a ?w O
aa, a amp ao Wa OZ w xa_ wy~Q .Loo Wzo W2xQ ~� a
W z� zF°> �Z 0202 0 2,w, aza aI`¢a mm2° iwOw ,w a
> C7 �_ wwwo ww c7zW w Ux Day ozv~io ao< �w0x �= o
Oz°rn o ��w >u°i wo- w=}� aFZ4w oozo y� o
i Waoz �a ¢=F w p�w 6W'W Wtgx xva2 wx O
a y It z �cwi i=m p ww= ZwY ooQW ozi� o xJ z�
E F o 00x� Z J y z ¢QQ o 22¢0x. Z- c7 oW as 6
ZF-p �Z U' W xa Z�°Z H
o , <ww 0 g z a�3x a�xz -.0 0
w� aa• , z w�IW -
CL 0c~i c~iwU x 9 w w ww3 w�Z9 J�QO waou0i iQ v
O r•1 W ZJ W W U2 Z W ZJ-Y wo x 2LL x (pJx LL
W O ¢ S 22, 2 O O W 2
.w F- m a U 7 O z x w~ H Z W H W Z U j m Z Z x Fr Z W¢ a Y O W
W F F YVjJy O Z> -o 7 Z °Y ymyJ .0 <0,W o OaOx Qo w 0= x aI-
O QRZ Oa �¢a o g=o wswf¢- w°z~ w ?g w>y� OaQ �w
Q wWZ>w p0 0_j0 o Om~ ZuiZZ z°gF wUWm z�3~ 3Jx off
LL Z°�fz wox OBJ 2 moo
Vz T wo>¢ w,zo wo6m oz -0 oa
a ¢x0wa �0w o0a w x�g g w zgea �ogF WOO O xw
cx.Iowoz �w �o z xo Jox ��y oJ0 oxy °3 ao
zx JW y? azx g m°Q 6> u) ozz >�- w?z�w >w �w
¢ Luz
zc7 wa x Q o ¢wug O o 2 a
gmx Oz w0 wx xQJ 0ax o�x zg0 �0 Y
mo?f- 0w oQ w0 f z0 � 0¢ af-w �w3g FU m

If80-d oN a.uml-I mll� aaaagnnnp,
90ff ZEE RJ .aav�' S ��,9 JO];UOD a!Hg3l
COZBZ �N1°p •�< b_�,6ss�•.
fol-IMB'1-19 mw q)—s OM �• ianrg a�rnui-I
04£6Z[�0 ?
�NItl3]NIJN3 ,tl3S
SQl�l�d'IQ IIM `:,� yz ' 1RU1101103 gjJON �Z)U1A1(,11'I
�
. 4j��uiisoaa'oaaslal-sa
wo III asti;q(j :11O1j10.IIOjSZ)-d .IIaA1-d 31[1AU1'I
Q 00
Lt®
N CO
N a}
>�v
,�"9w"N
a^I '
91aZ'[Z AVN
•�>rwa
i
I
1
1
I
I
I
1
1
I
1
I
I
I
I
I
Q 00
N CO
N a}
— �{
X
=00
_aX
coo
Y U
U Z
y Z >
U �
C=7
Z
w _
W

• 1� 1f hays
IC 90CC CE 404 n:l 1� F.!��V3 ns n�N0 4 11 II
4544 ZEE 404 13.L C aiNl Nrk�'4 IYI IYI
£ozgz JNall°Pa9J c %� .� %bsy slIoi;aag j¢atdr(Z
tot °!mS'lu'!S !°1IV 41^OS oftl 017£6Z0 I
mug 'El M -q3
7NIMdi N19Nd 1tl3�•.n
9
asv —Uu H.wd
`,, ��l11i1111�0
III asRqj :ii®ijR.T®jsa2l JaAial aflinUi'I OS161-IM --q..NTI �.910VTZ A9W
SUB1QI ITOiii�
I I
I
1 I
I 1
1 I
1 I
I I
I 1
1 1
I 1
1 1
I I
I I
I I
I I
I I
i w I
1 � I
I 0 1
1 0 I
I P I
I " 1
1 � 1
1 I
1 1
1 1
1 I
1 1
1
• 1 1
. 1 1
. 1 1
• f 1
o / 1
m 1 1
I w 1
/ 1
/ w 0 1
/ N 1
/ 0 0 1
0 I
am I
0 0
I z
j a 1 N
/ I
/ 1
/ w
m Oo 1
1 �� 1
F oz
1
F
1• o ¢ I
I• 0 1
1• a w G '
1• I
I •p
I• u I
I• y 1
0 1 ' Cf) I
• � o I
0 1OR
zmm ; cc
I w w w ai
1 a wa 1 oz
l w00 z w
wa 1 as q
I OO / U
1 00 / o .r c
o • / a'
1 /
I /• o
I N
A 1 • I
I 1•
I I •
1 I •
I I •
I I •
I I •
I I •
1
I o 1 •
I I ro
I I '
I I •
1 I •
1 f '
1 1 '
I I
I 1 '
I I '
I 1
1 1 '
I I '
I I
I 1
1 I
I
I I
1 f
I I
- I I
1 I
I I
1 I
1 I
1 I
1 I
! I
t

IC80-d oN amaal7 Dana
90CE ZEE toL Yed
tsLL ZEE iOL P.L
; r
""Mfg
y�, 66b
fQZf)Z �N'anopel�
•^Y
�aNlp
CC
plalmg'Pailg n"IV 41nog Oftl
;I
It, M6Z0
Mug
`JN1
S Q K d -I(: I M
7
(g M-7
C D
IV3S � hypISS'�'�°�°�
H7f
�'I
is --a
4a`!w/i/4uu� NLS
00+0 b'1S_3NIl H6L
/
1
I
1
I
1 ,
1
I
1
1
1
1
1
I
1
1
I `
1
1
I '
1
1
1
l
I
1
1
I
1
1
I
1
1
JOJJUOD IIualulpag ag u0190ag - �lulpwf)
iaA. a 3111AUT-I
TgUIIOJT3D gjlON `aj[!AUl-I
ggI
3SII'g4l :UOljII JOjS3H JaAII-a af[IIAUII-I
0W3
0— mom
N QQ
�Z W" SW w=U
o Z:,\3
Hz
Hz
�K0n-
_ �O 071�i
l
�� rn e F e
Z c r
II I Q w
I U
I
�C m
0 II Z m mm m
1 o n a n
a
; r
145
Y�
•^Y
c
�
;I
Mug
7
(g M-7
H7f
is --a
3sv
tee°^3 wfdd
�
PI
i NI
i'
'I
mO�WJ
916L'SL AYW
'1`a
�� rn e F e
Z c r
II I Q w
I U
I
�C m
0 II Z m mm m
1 o n a n
a
; r
0
Y�
•^Y
c
�
;I
I!
�
PI
i NI
i'
'I
'y
II
O
1 I
O
p u
p
I
�
J O
II I
i
r
J
----- -----
i� fl I
r�
1
r
1
Q
Q H
�j
a
a F-
O
III (
0
I
0
I
II
I
i i
i.
�� rn e F e
Z c r
II I Q w
I U
I
�C m
0 II Z m mm m
1 o n a n
a
; r
r
•^Y
I
�
;I
'I
1 I
Ir
I
II I
i
r
I I�
----- -----
i� fl I
I II
1
r
1 II
1
I I
I
�
I
r
r
it
1
II
I
i i
Sip
I
I
I;a\
1 II
I
I
3H0
I I
o
n
U U
a_ tt
1c 1r
d
1
I
Q O
O Y
II I
O
a
W3�m�
I
II
Q
�� rn e F e
Z c r
II I Q w
I U
I
�C m
0 II Z m mm m
1 o n a n
a

1fH0-J oN...-I—,j no Joi;UO3 juawipas" 2R U01801H - 2uipwf) �`�
90f£ ZEE NK i -J ,`,�V3 S N
1SGG ZEE NIG 1-13 3HI0 �b
fOZBZ DN'-11-11-13IAUV
J 'vi < iaA121 011I
f01 atmg hamtg tugV q ..9 Ofil F 04£6Z0
ONItl33 7N3 M49 /g M-
U',i.
l�s le u�ua
s a is tr i a z t nn lss��°�Da 1011 D qj lON � aU!AUJ-I MJI
mot
ti'�oara ati�° III • U
�S� j:i®i�i�®$S�2��Aial �IiAii'I ......
gloz,crAY1V ' wud
I
I
I
l
i
1
1
11
1
1
1
1
1
1
1
1
I
I
/i
i
y,^
•
,bksl';Njl w b, g,
.:,. i
N
W
I
�I
0
g
�1
a'
k
i
1` ,�
<c CR
b0, J

�3N1� H�1dW
0
1
1M90fE ZEE tole -a ,,
VSLL ZEE fOL RL
v3
�,'`� 3NIJ "4iy
"�'
Oi;UO jumlI a U01soi sul ai
S '�
�e q
E o z
fOZBi �N'-oul-u
s
iaAl- aUIAUI'I
o
a
fol-1-S'l—IS I"'!Y yl—s OEM
04ERO
w
DNIUa3Mi7Na
lV3S
oa
RUT Uc
TgO�U'� ���®� ;DUiAQIIT'I
x3fHBY 4�-tea
by/��ad
• ,
11111 Ili
'i r i
Nl�O�
III 3891i j :U.IIO11101O1SO-d XDAT-d OfiIIAU.TT'I
Uf 61-f00 i�.q-.N9^r
��wa 91ai'[2AVW .'a
1111
OA
l0
11
10
u
,
�3N1� H�1dW
\
0
1
x
o
a
1
w
W
w
,
\
11111 Ili
'i r i
Q
1
1111
OA
l0
11
10
u
,
OJ
O
p
J
w
OJ
-
S
/
H 0
Q
Q
X
08
W
a
\
1
1
,
\
11111 Ili
'i r i
1
1111
.,
\
\
� 11 ly1',1 `, 1,1 '•
/ I- "
,
/
W
a \
Q,
21
v ' --
���` -�---
O;Li
v v
1 1
I

90ff'UC30L :--A••
°,,
aLL:Va'id pFd
®o
K44 Zff'f04 '1'1
fOZN2 JN'anopegJ.•'
M2IAd3AU 3I1[AII['I
MI.J!"R',—IS ),.!IV -111-S UfTI
••3
"
leri.II11011LD 1L��idf®K 6a>(l�llllT`g
•
e 1
Ill 3SEgcl MOIJUJ®ISaU 13AI-d 3tj!A l -j
11'141 ql 'aywiiN 9^I
9101fi.vv1v
o
o
o
�
o

IfRU-:1 '11ti asu,or l nui,l
'N)t't'ZL'f'HIL :XX:I
pMwtlgi
���d3
rSLL'Zff'riIL �I'.I,
(•�r1
JN��d6�7
mL .,ms'I"nS I Lv Im"Is otrl
i
d•�'�NI
r Ot, 6Z0
SONV"IC1"11M
E �b�b9SaD =
2OLSS3',�
09 549E = A319
h X70 Hl�a`
;)Iuo5cl 29 "Id
xanT-d 3111A -1
III aSggd :UOITIRI®TS3-d JulAl-d ;Z)[j!AUT-I
0
co
• v �
+h'
1
1
1
1
,Rom
IUSIUI-51X1-.'9""'.V 9 'I
' ''•'N 91UZ't'Z 1\'IV '"�I
VA
i
i
r
I
i
i
I.�
09 549E = A319
L4+40L = V1S
i
OC 949E = A913
B9•EOL = V1S
04 Mc =A313
I viS
/
JT177co
l
/
09949E = A313
IOL+ZO L = VIS
i
/
I
09 L49£ = A313
OL- 10 L = V1S
\
04549E = A313
E£+LO L = V1S
\
•
l
c
09L49E =A313
1
f
/
09849E
= A313
00+00 L = V1S
c
+h'
1
1
1
1
,Rom
IUSIUI-51X1-.'9""'.V 9 'I
' ''•'N 91UZ't'Z 1\'IV '"�I
VA
i
I
I.�
+h'
1
1
1
1
,Rom
IUSIUI-51X1-.'9""'.V 9 'I
' ''•'N 91UZ't'Z 1\'IV '"�I
VA
i

IERO-;I 'uN ,ev.,,ri uu!;l
'NI£fZf£IL ;x":1
"H
M Hm PL
f(INZ
tol mn£tl
SO VICI"lIM
1,p11�nrArrr
d,`\�V� S NO�O�
6e
04£620
>bIV3S
a
yid 02J
44 L�NV� NL�JJ
rr1111r1\1111
a I
1,���P UP
d 2 ICI
ICI
JOAI-d a�IALII
RU110. UD 'gjJOM 63H!AUT-1
7fy7�7� � x 7ryp ��� ,( iR� 7�7�■,( iY"7�
III 3�,a Wlcl :U® jICnJOj S-3, 13 ]\LL X11 3LI11 AU4 11
L�-L a. Ii ���1ll.JJLLII 6LL o Y
o
0
a,l
:1e,
uc1
'1112V AVIV
0
cl jimi jj
dvi
0
0
U
�Fj
\ \
g
0
$
0
10
S 0
N x
-
.
I
I
O O
OLZt, E =A913
1
\
5E+60 L = V1S
I
\
I
D
\0
6101
I
OZ 6E9E =A:113 I
D• _
• 6L+90 L = VIS
b z
I
1
'
I
:
:
000,9C =A319
I
I
I
LZ+90L = V1S
:
1
�
•
I
I
•
1
g
'
1
1
T
l
f
Z
\
\
J
OE b49E
9Z+LOL
=A313
I
�
oo
LLJ
\
I
: OO L 69E =A313
/
1
- Z9+90 L = V1S
i
OE'»9E
= A313
6C+901
= V1S \
o
_
S\
Z
v
1i
• \
1\
1
•
. I
1
OE 9119E = A313 '
S9+901 = V1S
1
1
•
.
1
1
1
c I
v
:
1
I
i
. OZZ49E = A313 /
d iS
LO+SOL
1
8
a
Xl
i
i
i
cl jimi jj
dvi

I£B�HI£fZEE'tOL��I° 1'I;L
hS44 M WL T' .
�����1�mmnN�
rre�� aNlp �d
N,
Enzxz :�.�'HII�91e4.)
iv ,m)S y,.,ng "'m Ip1,^s (WH
r as ss,
_ 04E6Z0 s
S CI [\I V)"I 0)-1 1 M
lV3S
>b
.aa.
as
�Lby yoiss o
��
: I
• 1
1
• I
I
1
I
I
r
31901d v uBCd
eu ilo.mD qju©N 6ajt!AU1-I
III asugcl :UO1jRJOjS�-d JaAl-d 3tl!AUT-1
0
g�
QF5 �gg
'S 6
N =
O O
SuuL-ti(i luuuB_q
�y5 _gN y lbs
q
�o
L.,IIs
I
0C6E9f = A319 l
.aa.
61+41 l = tl1S •
1
• I
1
: I
• 1
1
• I
I
1
I
I
r
: 1
• I
OS 049E =A313
:
:
6E+ELL=tll
�
I
I
1
OO�BE9E =A3131
E8+ZLl=tl1S 1
I
• I
• I
/
1
1
: 1
O9 049E = A313
9Z+Z 1. VIS
r-/
OV L99E =A313
LV+L LJ=VIS
I
1
1
(
1
I
i
OE B£9E =A313 I
Z8+0 L L = V1S
I
I
1
I
I
I
OL L49E =A313
I
1
I
9Z+0 L L = VIS
I
1
:
:
I
I
1
1
I
I
SuuL-ti(i luuuB_q
�y5 _gN y lbs
q
�o
L.,IIs
.aa.
SuuL-ti(i luuuB_q
�y5 _gN y lbs
q

IVRO-21 oK —!zI
fs4L Uf H)L 1,11
XNZ
H)l ()ftj
On
SCIAA
I
OISS
I$ i
0[901(1 29 upid
JOA[ -d 31[IAUI-T
TMIJOIRD qj.TON'3jj!AUT-I
q.f
III 3SWqCj:UOJjT3J0jS3-d JaAl-d 311!AUI-I`•'tl -11
• 11w "I AVIV
suricl JuUJA
(D
0
00_0 `LL 3tLll iWl — — —
Ll
"or
0000
0-1
f
OL ME = A313
CZ,6 L I. = VIS
099C9C =A319
W,gt L vis
OG LEW =A313
C L+9 L I. VIS
• 06"?li
•
AAL
OS ME =A313
OL+91 L ViS
09 LZ9C =A313
EG+g
c
I$ i
0[901(1 29 upid
JOA[ -d 31[IAUI-T
TMIJOIRD qj.TON'3jj!AUT-I
q.f
III 3SWqCj:UOJjT3J0jS3-d JaAl-d 311!AUI-I`•'tl -11
• 11w "I AVIV
suricl JuUJA
(D
0
00_0 `LL 3tLll iWl — — —
Ll
"or
0000
0-1
f

lfNo-:1'op "u -M —W
90£E'U004 :_•_,
`,.��v3 s No.s
66ii
3[[3o=d $ u01d
Com 3N�wl -o
�,�3NI9N�,
.Talt•j� a j[�ul'I
tot aLmg'1aal1S 1u11Y 41^oS Of41
Ob£6Z0
vaa�+rii�ia ♦w
s(Im V -1tl lI<Y\
•'• byo boa
1SS3
�lCII1lo mD qj ioN '3jj fL�l l -I
MUS llY'MN4.)
Mal au o(I
b ?s
•••4l•�4YIlA•l�O�v
39V
05161-500 :,°gwnN 9^(
U
AA ..qq ¶Ey 7j �j 7�7� T U7� ❑ ❑c,� ll p❑� p�
I IJL V�IG WI.r11 eLL.Y®4�IGaY ®ISa� vLLaALL i11 aI111 !d ]. ILL p
4�LLL ��1...11L LLUU.JJJLLL ULL 11
:vu°Owa 910Z'f7Z�y\\'IC
,
•
•
I
1
�f 7ry i
���[rl.r-11 11 ul q
��LLIILL sssllLll
.
O
LO to
I
1
A
r'
<
U
Z~Z
11
,
•
•
I
1
N
1
I
1
O
01, EE9E =A313
1
6B+£Z l = V1S
•
N
1
1
N
•
I
1
1
O
O
\
o6'O£9E =A
•94+EZL = V1S
r
19
U \
i
k
I
06.6-C=
A313
LL+EZI=VIS
/
/
1
: I
/
I
1
M
1
I
I
I
I
1
I
I
94+ZZ L = VIS ,
•
:
•
•
1
1
I
1
09' 9E = A313
/
• OO+ZZ L = V15
•
I
i
OL K9C A313
ZS+LA=VIS--•
_._ __"
1
X
1 / P
•
yyyy/
OL'SM A313
9L+OZL • V1S
I
• I
09LZE9E =A313
• 9P -on = V1S
.
It
7,1
'
I
1
1
OL SME =A3313
1
O L+OZI = VIS
\
• 1
1
. 1
OE"9E9E =A319
\
V9+6 L L = VIS
A
<
U
Z~Z
F
N
O
\
N
N
�
\
O
O
\
r
19
U \
i
k

tfgO-<l "'K•I null
(X)CfZfV ML zPJ
t5447cc f04 :1.1,
CONZ AN, 11"j-1.)
to' !-",'I—"., ..,!K om
0 M
;D[ITOICI 2g Ulljd
Sjujnq!.i,L jul!dsoH
RUTIOIRD qjJON '3tt!AUl-I
;)SuqCl :UOljRJOjS3H 13AId 3111AUT-1

IfuO:1 Z -1 aul,l °�
Wntzttmr t0L —A
t544 M HIL !' L '
tnzuz w n^I1e9.) JZ)ATd a[ILAU['�
WI .,,ins L,,,Is nlllC �Inlns orrl
TI M
ill 3seqd :UOIjUJOjS3-dJ3AIId3jjuAUI-j
0 0 o s''�aH II1Z IZ.i \'IV "veil
+
+ O
• ♦ ♦
♦ ♦ ♦ ♦ ♦ ♦
4 ♦
+
k:+
/
N.
loo,a
+ li
� +
1
+ ;+. .
y
+ ♦ r
+ + +++++
++1
+
+ x+I+
1
+t+ i
+/o +1�. +
%
w + \+
+ + r
/+
+ ♦ + a +
4 + ♦ 4
1 ♦ • i.
t + +
++++♦w la+++♦t:+.
1
+ + + f+'+ +
+ + + + + r +
4 ; � ♦♦ ♦ '1 4
♦ r + +I
1
I /
♦ rfl+ # Y + f
+� �t ♦' 4 fl
340
4 + ♦ 1
1 I
M It♦+y+++++^+�
1
+
♦ ♦ ♦ ♦
+ `�
+++ y
PSG/
i ♦ +\♦
♦ •
A + y +/+
+ ♦ 4 +
j + + 1
♦1 +'+ + al1
1
/f * + H
+ + + + �Y + + +\
♦ + + + +tet + + �
T4 ♦ i 4
r
\
1+ + + + /p.
1t � + + p
+, + + N
# 1 0
\
b+• + +
�i+ I
i
♦ �+
It
i
+/k +
�
1� ♦ •
i
f + r # 4 + f ♦ + f +
+ i
4 4 ♦ 4 ♦ { M 4 ♦++♦ +
+ + +
i ++.++++++++++++ + + 4 # +
♦ 'r 4 + + + + i + + + ♦ + + ♦
+ 1 +
+
++++++++++++++
+ i ++4♦++ 4 M +
{`
++++++
F ♦ + +.
♦ jf++ +++++
} +
+ 11
�� I
f
+++
+
/
+'+
\\
1
/ \
`` /• +..fl♦ + ++ ♦ f + •:I+' ♦ ♦
n�d
Nin«`o
0
+ �_% ♦
\ + /+,.,y ♦ M +. • + w
+++*.,
1 + +
}
C
nc
O ++
+ +
�/4 i ++ ♦ f.l • ♦
♦ / + ♦
mmwNcr
;
rno°g
a
n L
ca
r
♦ ♦ ♦ li a +
i +
n w
c
g a
J
a • ♦' +
Z
4 I ++ +
'+ / i * A♦ a/ • a
Nn"oH
m 4 v
+
+ O
+
+ ++
+ + +.
++ + t
++1
k:+
/
N.
1
+ li
� +
1
+ ;+. .
y
+ ♦ r
+ + +++++
++1
+
+ x+I+
1
+t+ i
+/o +1�. +
%
w + \+
+ + r
/+
+ ♦ + a +
4 + ♦ 4
1 ♦ • i.
t + +
++++♦w la+++♦t:+.
1
+ + + f+'+ +
+ + + + + r +
4 ; � ♦♦ ♦ '1 4
♦ r + +I
1
I /
♦ rfl+ # Y + f
+� �t ♦' 4 fl
340
4 + ♦ 1
1 I
M It♦+y+++++^+�
1
i 1
i \ I
m
+++ y
+ r/r + 't +/+�
1 r ++++
A + y +/+
+ ♦ 4 +
j + + 1
♦1 +'+ + al1
1
/f * + H
+ + + + �Y + + +\
♦ + + + +tet + + �
T4 ♦ i 4
r
\
1+ + + + /p.
1t � + + p
+, + + N
# 1 0
\
b+• + +
�i+ I
i
♦ �+
It
i
+/k +
+
+
+ ++
+ + +.
++ + t
i�
k:+
i ♦y ♦ i a •
+ ♦ • ,
N
j d
�QUW 9U
♦ i
i
y
1
+ + +++++
♦ ♦ + ♦ + + ♦ + ♦ ♦ + + /.♦
♦ ♦ ♦. a ♦
%
R r + +�
+. + 1'
f
1 ♦ • i.
/
N
r
+ I + + i + +
a r+ ++ r 1
/+ + ♦
340
l
+ 1+ + + + + +
1♦ it 3HO
3H0 + +.
}
i 1
i \ I
m
+++ y
1 r ++++
♦ + + + + 1 i
j + + 1
11 /
+ + + + + +++ i ('
11 E
+ + + + �Y + + +\
♦ + + + +tet + + �
T4 ♦ i 4
1 /
fi*d.Nk `++++. i
1
i
y f • •
'•
i
+ 4 + ♦ +
�
1� ♦ •
i
f + r # 4 + f ♦ + f +
+ i
+++
oaio mIR
(o
w ES c
k:+
R iN
d
aBb : Zm"Qu v U a1
j d
�QUW 9U
♦ i
i / +.
1
♦ ♦ + ♦ + + ♦ + ♦ ♦ + + /.♦
♦ ♦ ♦. a ♦
%
O
+. + 1'
a
/
N
r
+ I + + i + +
a r+ ++ r 1
/+ + ♦
340
l
+ 1+ + + + + +
1♦ it 3HO
3H0 + +.
}
i 1
i \ I
m
+++ y
♦ + + + + 1 i
j + + 1
11 /
+ + + + + +++ i ('
11 E
+ + + + �Y + + +\
♦ + + + +tet + + �
T4 ♦ i 4
1 /
+++
oaio mIR
(o
w ES c
k:+
R iN
d
aBb : Zm"Qu v U a1
j d
�QUW 9U
♦ i
i / +.
1
+4
r +1+
+
+
%
C
CO
+. + 1'
a
/
N
r
+ I + + i + +
a r+ ++ r 1
/+ + ♦
340
l
+ 1+ + + + + +
1♦ it 3HO
3H0 + +.
}
i 1
i \ I
m
+++ y
♦ + + + + 1 i
j + + 1
11 /
/
+ + + + �Y + + +\
♦ + + + +tet + + �
N + ;
1
1 /
m
�
f + r # 4 + f ♦ + f +
+ i
4 4 ♦ 4 ♦ { M 4 ♦++♦ +
a)
O
az,
-inmrr 1°n F5' w5amm �LLr°n�aciQin
z 184
05
yC
U
ai LLoazm �bbci
r + + + +1 i O v C
♦♦+ r ♦ c
�;+++ r O 1 f { N 8 " vtt N B
.+ + + C
m e
_ aox
CL °rnFwmrn¢
a)
a
m
05
°oyyd?o'�c
c
1
1,
1
1
(o IE
(T) �o�s
m
mc
E
oaio mIR
(o
w ES c
ELINyFn
R iN
d
aBb : Zm"Qu v U a1
j d
�QUW 9U
a)
O
az,
-inmrr 1°n F5' w5amm �LLr°n�aciQin
z 184
05
yC
U
ai LLoazm �bbci
r + + + +1 i O v C
♦♦+ r ♦ c
�;+++ r O 1 f { N 8 " vtt N B
.+ + + C
m e
_ aox
CL °rnFwmrn¢
a)
a
m
05
°oyyd?o'�c
c
1
1,
1
1
(o IE
(T) �o�s
m
mc
E
°'EEy
3my`v
dy y > >
JUAN SiaUW

IfRO-d'ON a•°aarl uu,,(
90££'Z££'60L oxer
tSL4ZWf04 P1
£OZRZ JN'�ngJO4J`•
till °IInG' —1,; mwql°US Om
�-i r.�v•�lT rt A,�
SQN V 1\1' 13I <x•
c2
,r t34I (l Cl l'�d
i SaAIH aRLILIj'I
s
J i � �y�111�17� �y/� 7j 7� 7� � T q7�7� ,q �1 �1 -7�
.Y .. .• Ifr LL, 110JIG 11 gjJ0ltil 6V IIIIjAUl 11
•.:...;,: Y 7�7j 7Aj J'jry 7�4 (� ��LT 7�gYY LLLL 7���j J7��pa ,Q dpi
•,•///It,�l11f+•\•\+,,, IIA 3S qC :U0ljRJ0jS3- 13AT- 11 3I1 4/]� T-1
Y LL�LLL • R.4 • YJL 4Y• a YY91770f!277'�1f7Z�yAtl1V
p
z m ��y�j
M(I� IU N�1�+4J
. etl »uieua uo(^+d
Oi 161-i0°
-ate°(I
-,
;--_
a ' 1 # a + \tr +
, �? + .a a t1 r
a ♦: .i ai,
+ a •
• •
a a..
p n7�7�
SU l[st� I'.r�lf1l-1
LL C f: 1,
\
\
/ f• t' + a1 1.. a a' �: ` ♦ 1 1 \
/ (R \+ \r a: � ;.� 11.1♦ I ;
1
1 .
aa�(
v o
aat
'\
\
I�J �a r/r ♦ ♦ 1
�
\ r � 11 �
\
♦,� �P
SI �� +♦ i/ 1♦r
\
+y •i
r a
00
eC
a+r
_ ria
a+i tt'�
'
, ♦
+
'4fV
ca
f
♦
, r , J♦ .�
tI
'� ,+, .l •;M� 'qtr a+ �
O
♦ r
, .
*/a :: ':h iia ,♦a � ;" � �
; t,+{aa ,
cz
00
y -
'"
n
1•' , x
s a, .: r a ♦ a 1
.. v��'��♦�'�_. + 1 r4r• .r.- raa • -, _. ,�`` " 1
1
s t a
•1#` ♦•,` •1♦1 r; �1" .. • r -} r F ♦ • �4 r+r`a# ► ♦ ► a • + a + • • • \\
1a• ♦1a• ♦♦••. ' • • //a+ y- • t • e; A r a # a i� clot ► , • ♦ ► a + a + a `'1` `
ti!+ • ► • • • a 1
+,-� f iii «\ . ♦ ♦ r a ♦ i a ,♦ a •`i ► • ► • ` It
`;Ray -' 1 �%'`a,a• `�`� `` .� C,'./� • r ti� �'\�-� ,ti • a • • + • + • • • � m
-#� `'� fa`.. \�\' - %' / •a ► `�i ate+ + • • • a • + a �'�>m vc.i�a O c
talc♦++ +'♦^'+` + aria••♦ /� +• + •• + +` ► +• �, + I Un$m a°�m � a.
4.4``.# ` •1,';, a* gid` ♦• tat+ , a �e `'. '`` ;y l I ; �_^ •..w^ a- +^ a \� i� O E m a m 8 y
a j }`• a .�`,t as 't♦ �'•. • • • + • c_" _ �$'Sm �£
''ra`\\I / • ,t !a,` \ '++` 'a �' ♦ � `, 1,`; ,rv. �� + a + a 8i � -_ �. N �" ` � c o
r,jN a: 11 00� ♦'��♦ \.�\ 'a\f: ,'a 1 4 + a ♦+ a • ao � ��ry� � ��
aaa•R� a�' ♦♦ •`\`-.. " •� * �1�'� '•.R • + a • za~� `� -N 8`w
,_�la+ i : y � ��• $ • + � Nit �m mq o
_<,♦rJ i ` i .i \ = i �� • `, ► • -y O
♦�+, a s •ata ► +♦a +t �' ; a 3 • i• •►► c m d m g` W d O a
�m m& a mfi
Zz
t ♦ ♦ •`y. � 'fit ;� � • _ • ► ► • • a
WIt
------------
�1 •1 tear '- � ``` �� + + +,. ,1r♦ '` • • • ► • +
`y1
► •
m E�gn m�8`�m
m
m039
L amm LL'F�N GIN fANASLL N�
O
C
m
a�
m 3 q mEm
ay s g c,2s@SCc
mOL�Rm¢ai inU 61 ACU W C9 (�
• 1 a• • a .• `
`•a1 •,L
+a +j, ••i.
]i,
\
`'if �i,w
as
d • __
-,
;--_
a ' 1 # a + \tr +
, �? + .a a t1 r
a ♦: .i ai,
+ a •
• •
a a..
a i • •
•
a
x
a
'El
aa�(
v o
aat
..
a�.�
'111
m mcg
♦,� �P
'�a
+y •i
r a
is
m�
eC
a+r
_ ria
a+i tt'�
'
, ♦
+
ca
f
♦
, r , J♦ .�
tI
� r
a
ijy
♦ r
, .
♦ i g;
; t,+{aa ,
cz
f ♦
y -
n
-
a • j
n ,
1 4♦
C
t
♦r,♦r, ;i �' T '�
a♦
cb
m
E
� �
a
'El
aa�(
v o
..
a�.�
'111
m mcg
♦,� �P
'�a
+y •i
r a
is
m�
eC
a+r
_ ria
a+i tt'�
'
, ♦
+
♦
, r , J♦ .�
tI
� r
a
ijy
♦ i g;
; t,+{aa ,
E
� �
a
'El
"o
v o
m mcg
a
is
m�
eC
SEL^
_ ria
y
e
a�
at
C
N '
c 3 �
c N
C a
a t m
� c m
N
LL as
s =
25
a U�
a
E t U o
(4 E
rn ga.�m°'ems
m`Smma a'��
>ti
a) n E y
rc s- t
C `o ��i'm�myEcm,
IT a awa"za"ww¢

IMA "N'—. !,I uula
OOff Zff HM -A
tSLLZff'ttIL 11.1.
tlll �Imy'W�l lti nIIIC Ills°S om
S(INV-1CI"IIM
i Ih�F6:;0
.`a' ULA a t' L'I
aanT'd 3t[IAuI'I
PUTT .IRD gIJON '�)II!®UI-I
SRgd :UOljRJ0jSZ)-d13AI-d 311!A I -I
-JNll Hb- W��
SURIC [ 113u l-4
w�10
�mm �t
o
E.'9c%�
�u°'mm3
N��mui
amn
.c 0
w0 m�5LLm
m
;`;
o
y=
coC
OQ
iq� t'E
p_nm
`m 8i
am> Q,
m bzmr"nNU
C
(0
m
k w
m"
f
a5
2 -
AF2
-JNll Hb- W��
SURIC [ 113u l-4
N
O
N
✓T
C
m
a
a
m
C
on
w�10
�mm �t
o
E.'9c%�
�u°'mm3
N��mui
amn
.c 0
w0 m�5LLm
m
;`;
o
y=
coC
OQ
iq� t'E
p_nm
`m 8i
am> Q,
m bzmr"nNU
C
(0
m
k w
m"
u
a5
2 -
AF2
to
NyNo
c
C
mc'^'�
m
,?l
to
E-g+o
o:
.qa
a5� u
WEm
9��y
aim
gH
8�
o a o
n L
c
E m
NnoNt
mg
�mcN
Z N..mV �
�c oyya
yyw
gN�
ina
�
gp
wa
C m �
In u
L =
t
WW
20
@
d Lr
m E
o
Bn�
mt
��
N
O
N
✓T
C
m
a
a
m
C
on
w�10
�mm �t
o
E.'9c%�
�u°'mm3
N��mui
amn
.c 0
w0 m�5LLm
m
;`;
o
y=
coC
OQ
iq� t'E
>.
�iQU �
am> Q,
m bzmr"nNU
C
(0
E
m �
c
O
N
L d¢
m
;`;
o
�w 22
E N
coC
OQ
iq� t'E
,Eyo
�iQU �
d
C
(0
o
d
ohm
c
c
u
a
n
2 -
AF2
N
o
y
C
3 W e m
t U h
o:
.qa
a5� u
WEm
LL`o
E
cpa
J U A N
6I� a U W
'7 W C
N
O
N
COI 3:
e
rn a
@ � E
a e
a� a
LL r.
d
g
a U�
x_
'o
E
(n E2
cno?'. m u ?dusos
7 m50mAa�S
N
U
Co a
� - t
c�.� r�'�
E 8y��oa
d a ¢wa�awW'¢
O 3 a a
o m E - c
'm
mdOEa �uN w8n �N
°rnm I°n wS Ea” NLLin� o
m
_ E @
m c°
w m U E O
LLUazm moo>'a1a2 �3o�i3x",U
N
c
O
N
L d¢
m
;`;
o
�w 22
E N
coC
OQ
iq� t'E
YNF�UJ
UJ O 73
C
(0
N
E
y
EE
dE
a?���
y l y
0
y y
W
u
J U A N
6I� a U W
N
c
O
N g
IT
p Q W m
d ,mH W mo rn iY
N
N
E n y
E
m c m
ego=F m`
mUUQNQRm

wayy
ICNO d'oN 9 1 Yul,l nl p � o
(ICL''ZCC4't04 OL :xeg + ��
tSLL'ZCC'HIL °101
C•ONSZ JN"11o11e9J
to[ -I! s 1°11N 9m°80!41
ri �i V 3 ri��Nii♦ ♦• t 7� i7� 7�/�, �7� p •q7� ,q 7�7�7 v'�
SQN V \1 11 [Yt r 1[ U110JU 11 j.10 �1 ca fflA T 11 .h\OS '.nN P>Ma>4J
4 \J' LL 1 VL 44 Y NJI —N 11
TT ¶'jj�jj �j a 3�tl aai !x°3 vafwd
asIG LL.I�( I :U01jU1®$sZ)-d JaAlU 311!AUi-g 05161-100 :ugmnN 9°I
4 Y.1L ° e a ° "'aa 91W YZ Atl1Y
0
6m
W
4111.,, O
-8 O O
z
m ~~MO O ai
LL 8
O LL
N S LL L N
a LLD
p mo
O z
N FJ
o LLw
T mw U
O a I 00
Inz 4 m5d'
x ORO K �N
2 Z N J OW Ir LL (7
H N w = 0 z 2 Y . O
t N pN a iir
'? om
oz zU �' o 8
\ 0 \
LL ZO YKLL ':1
jw O m alll Om
FO m y m z
0mz U
�y a 5 LL awU
�z
w0 v' "�` SYl..ip y z FF
oz 0 0 rh o
�O �T�'I FQo rc m
OZ (If Z Q
QQ N
OW 1 fin W 1- zK Q
m a03_ a
J ZZZ WmK
N44 C
a� >m H
cr
LL Y
w
O O I E w ~
a
° o 0
j�
00 )�W �I
\N
4 �
F z 1
Z
a m o=
�
12
Wa w
LL m
oFFz �W ('NIw)al o Nd o R�+
7 LL QW y� Q NQ LL N j
0.i 0 yJ O
m QO wp z� UO w
KUY 1Ti mn Um 00 _
W
On� WW W
=U' N UI n
Vim¢ 3) n w� fg q 3
K W O� l3NNVH0 U pZ p O -•
LL d0 HIM
cr-M W01108 0cl
bpm Ma zN
_~ O
a�
E
a w
0 O ow
Ix as
= Ix
0OW
�W
w
0a
m� <
N
w O K /
z
a
�1 =°W I
w
i71
wn 'InWmvg)z jp
a
a¢rcw
zN 09 nn
no
U~ m
ga�im
111
\v
U
U
..y 0 (•
W
w O O y>a n __r Z
Z/ z NU .. mW
00 Waw z a ,__ y0 J�
J �LL m m Np Um
OUK cu
Y W p Nr mN
U 0 O g N w a
m IL O Xa> > m
01 W LL m
H II + w
U Y LL a
a Q = LLO O z
z O O `o a - m
O
O _ N O
a
w m O
O O OLL d."iJ�•y F
a�
U K
1 ww
I
da i, a 4 3>oH LL�
W ¢ O
J ` z w
O 1J
\ I w
�n SNO1103S 1V01dKL
wIr
w N3d HLOM
V101 -LOS 31AIN
LL _
rc0
x, O n
WU
H1OW ZZw =
12f3/1NI w - o
>a0
3z�
O
a
w
W
m

If8%W 'ON t04:lu�la
1114£ Ztf'tOL '*°d
• •�� ,.,,,
ted`
d'
U
u
6SLL ZfQOL gal
.
•
1f !7
Il Vl
coZ
$mg
Hol alnly gaanS N!IV 41°OS Oftel
i
Q
a
saHdZa�irM
QgK
map
T'U-TTI®.IIT'D gjJON 63HTAUIIT'I
M( 9WM"4J
:[g atop
UZ pm
62
�',.. :.;'''•
aJ0
asv 3sv ,•p•a u.w,d
a
O
..
•''�;;;,,,.,,.o''`
III zisgiq j :U- OIJUJOISa-d 13AT-d IH!AU-IIT`I
oslel-sm yw N4.1
°�` 410Z'fZ AVN
IY 0
O
w
• • • •
Y
O
H
° w
l �a
SU RIOT lfuuTj
Z
V
(Y
U
d'
U
M
2
U
O�
z
Z
coZ
$mg
Y
m
Q
a
�
QgK
map
m
O
z
O
UZ pm
62
Q Y
aJ0
w�F
a
O
�m
a O
O
cc
jp
IY 0
O
w
Q
Y
O
H
° w
l �a
m
NJU
0
z o w
m
m0
O
0
LLo
_U 'OK
0
�
a w m d Q O
�z
w
O!LL:0
QLA
O
J Q J
wz
�
m Q
0
w
p
G
Q f
m
w
m w
xwmY LL
m
a
f
<.
Oa
io O
o
C;.
OZ00 O
_Z
82ir
Jm
0 Z
Z
O
m $ a
y
Yf
Q
U
xR11
W o)
my/
F
z Zg
=0
O
Z WW
o
In
�3
W
('NIW)„ZL
o
mY
_F
Om
W
mp
Ot9r
U'Q
Y
m0
°p
oo
Wm
K00
<
W m
ao
5
3
z
qrc
I
w
0
oa
0
mw •
orcp /
M3
a
OLL
is
W
z 1m1
0
m[C
_Zj
�LL
o
o
<
0 I
0
U
=
N
ug z
m
m
SNOLL03S IVOIdXL J
D
z�
Mad HIM
NIOLLOS 3I3j1M
LL 0.
w
z
U 7
Z
V
(Y
U
d'
U
M
2
U
O�
Z
Z
coZ
$mg
Y
m
zza
a
�
QgK
map
m
O
z
=
w
UZ pm
62
Q Y
aJ0
w�F
�
�m
a O
O
cc
00
LL�
MI6
—1 -4— T 1—
,S'6
le
9
O
O
F
V
(Y
U
d'
U
M
2
U
O�
W J
J
W m Z F
Q0
LLo0po°rl
sa
wO
Z�
�il a
�_
W
=
w
0
Q Y
Qr
LL0
O
w
�m
N
m r
IY 0
O
w
Q
Y
0
° w
l �a
m
0
z o w
m
m0
O
LLo
_U 'OK
0
0
a w m d Q O
�z
w
O!LL:0
O
J Q J
wz
�
m Q
o
$5a a
>890
w
w
Q f
m
w
m w
xwmY LL
Z 5IN
U
f
<.
g5o rc
O m
C;.
OZ00 O
_Z
82ir
Jm
0 Z
Z
m $ a
0:0
Yf
U
xR11
W o)
my/
F
z Zg
=0
O
Z WW
w
�3
('NIW)„ZL
o
mY
Na a`
7
Ot9r
Y
F�4j
<
1 ro
w0 d
fid?
d
e
I
w
0
oa
0
mw •
orcp /
M3
F, w
is
o
LL
K
0
(
LL
0
o
o
o
<
0 I
0
U
=
ug z
m
m
SNOLL03S IVOIdXL J
D
z�
Mad HIM
NIOLLOS 3I3j1M
LL 0.
w
z
U 7
Ota
J
F
o
41
O
a
I
/f
!
V
(Y
U
d'
U
M
2
U
O�
W J
J
W m Z F
Q0
LLo0po°rl
sa
wO
.n
MadW
�il a
�_
W
=
w
0
Q Y
Qr
LL0
�a
LL
w
N
m r
IY 0
x
0
° w
wZ
0
0
O P
0
x
m J
LLo
J
0
a w m d Q O
O0
w
O!LL:0
N
U
V
(Y
U
d'
U
M
2
U
LL
�
�
C7
O�
W J
J
W m Z F
Q0
LLo0po°rl
sa
wO
.n
MadW
�il a
0
W01-108 3Idd18
=
w
w�
O
�a
LL
w
IY 0
0
0
x
LLo
J
a w m d Q O
O0
w
O!LL:0
wz
�
a
o
$5a a
>890
w
w
mIr
QQ
w
m w
xwmY LL
f
�LL
g5o rc
O m
OZ00 O
_Z
82ir
Jm
m $ a
0:0
U
my/
F
z Zg
=0
O
w
�3
YpMOM dy
mY
Om
Ot9r
K LL
F�4j
<
1 ro
w0 d
fid?
d
e
I
po •
o
0
mw •
orcp /
M3
w
ASOS
0j
y l
o
LL
0
(
o
0 I
0
Oo
ug z
m
z
D
z�
u
z
ya
O
F
Q
N
�
�
C7
L✓
w
a
0
W J
J
W m Z F
?,
Q
LLo0po°rl
sa
wO
.n
MadW
ppw
0
W01-108 3Idd18
=
w
a<
M
O
w
LLo
J
a w m d Q O
O0
wz
�
o
$5a a
>890
w
(Y3
O m
m oLL m
U
J
�
o
�
C7
W
W J
J
W m Z F
?,
Q
LLo0po°rl
sa
wO
.n
MadW
ppw
own
°fO QSN0103
W01-108 3Idd18
=
w
a<
M

1f80-;I'oN asuan-Luai,l
n ��
lY
p�p
Z<W0xN
9(IL'C'ZL'f'NIL °%ed
S �"
w
LL
\7\`V
Cos
tSLL'ZEE W :1.1
fOZBZ JN'ap%n��
-
SZ[�jaQ
m
Z n
M aI nS'Laa'LS Yuill III. S OCtt
i• �.. <_(;, �.,
4
f �
SCINV IQ'IIM6
�Q
��IIi1®IIU�j qjJ®K 311iAUi�
K
>
w z u
�u
j O
10
I1:V a>au�Yu�I>aba�
O
iQ
00
Zm
~
�5z
zW
z LL -I
U O K
zKzOZ
00.5
0mo
J
y
a
�
O�
N Y
z
0 w
a a
suet'l
GU ,
O
0W
Z2
�
IJ
I�I�tt11 �
rOZI�w
Z< F
U
>�wD
3LLzz
z 01
Z N 0
SNOLL03S IVOIdkL LL w
N3d HIM w LL
MILOS 31ddla LL 0
1_ 1 Oa
li 1I JK
rQ w
a
>T
0
LL J C O
KLL z
0w m O G
W yOy O
z a O
J ~
o0:
Oa
x
50 0330X3 0110N
HOlON d0 HLd30
a
O,
w
a�
wa
w
m a ay
/ C
YC �
T V cc
N
M
JpZ
lY
p�p
Z<W0xN
o
>2
w
LL
mzi
Hp
Ow
Z fi
W
m
Z n
w O
N LLI
0.
Ycr
f �
U
�Q
O
�O
K
>
w z u
�u
j O
10
z
O
iQ
00
Zm
~
�5z
zW
z LL -I
GU ,
O
0W
Z2
�
IJ
I�I�tt11 �
rOZI�w
Z< F
U
>�wD
3LLzz
z 01
Z N 0
SNOLL03S IVOIdkL LL w
N3d HIM w LL
MILOS 31ddla LL 0
1_ 1 Oa
li 1I JK
rQ w
a
>T
0
LL J C O
KLL z
0w m O G
W yOy O
z a O
J ~
o0:
Oa
x
50 0330X3 0110N
HOlON d0 HLd30
a
O,
w
a�
wa
w
m a ay
/ C
YC �
T V cc
N
M
lY
OU U
a
OQ
W
UZ
a��
z0
0.
Z
f �
N
Om
{�
�O
w o w
w z u
�u
j O
10
z
Z J
LL
Zy LL
w
�5z
U O K
zKzOZ
00.5
0mo
J
y
a
�
O�
N Y
z
0 w
a a
m
0
NO
V0
0pwF
n
�0
¢
t.o
Q
Q iN V
U=1
LL Q LL�l
Zm
aJX
w
�
LL W
LL J
LL Z —
ix- O�
SNOIIO3S IVOId.IL
N3d HIM
0 � �
W011OS 3lddRl
�
a w aw
w a &w v
LLJ O �
o
KLL wLL �
L
Oa z ¢
JzW O
a a
OF
L= Y
N � u
1--- .,4Z F
0 U
lY
OU U
X LLZO
N O m w
"I m —
m KZJi
wp¢F
�¢gOFX
wXOZ¢
w 00 iQ
OHO cIw�F
LLO�p�mS
o nowT,
xK N
m vSrc�rc?
w
Z V
w
z
wo
zrc_
00
U
w
DO
W X
Z
u'
z
Boz
m zza
O maw
Y 0ZN
Ir
m ix
O
�w
<g
0�
o.
zw
�> C
Qz
m
0
Z
m
iin=NNVS
CIZ Ol UL
¢y
wp
v
OQ
'XVI S'0
00
m0
z0
0.
Z
f �
QQ
SLL
Om
{�
�O
0 rc
j O
10
z
Z J
LL
0
�
�5z
00.5
0mo
J
y
a
�
O�
0 w
a a
m
0
NO
V0
0pwF
n
u'
z
Boz
m zza
O maw
Y 0ZN
Ir
m ix
O
�w
<g
0�
o.
zw
�> C
Qz
m
0
Z
m
iin=NNVS
CIZ Ol UL
a
�m
NO m
¢w <OO
OOw 0VLL
a ¢
5� Waw
w ¢zg
0�F fON¢
�zoO , w 50.
J Z
FOOJnw�a
wz
wLL DpwoOw dw
mN¢O
z
v
'XVI S'0
z0
0.
Z
5.
QQ
SLL
Om
{�
l
0 rc
j O
10
Z J
LL
�
a
�m
NO m
¢w <OO
OOw 0VLL
a ¢
5� Waw
w ¢zg
0�F fON¢
�zoO , w 50.
J Z
FOOJnw�a
wz
wLL DpwoOw dw
mN¢O
z

W VMCHM -d
ts 44 zff 11M PA,
VOZ z - , V.0
o"i
S (I N V
I M6 Ma.
UU110JUD qlJON'311!AUT-1
III 3SRqd :UOljMGjSZ)-d 13AI-d 3U!AUI-I
sm—eld JRUIA
O OF
Z
0 zw U w�
o 0
0 1 0 z
0 T
> 0
<
�z z �o 4z
4
11, 'o z
,XZ X 00�
< < Z <z 0 ¢ z 0 0 <
Z, < C',)
0ow
Z.LL0 101 < < 0 0 D X 2 0
< z
lV
Kw
0 0
O 0 0 02 z
—5. �U<ow..D 0
O D < - - � 0
�� x '� 28202
0 w ow, .0
0 o> o w�
Z. ".0.
Z. z o >
cr w < < 0
Z¢ CQZ
z
1)0..o X
<
<
w w 2x Q 60
'd
0
Q
;c oj z R < o
>
07
'0 z�;oKtz<,MZ,zzr
Z ,ww
0 z
0 0 z
P
0
N
z
< z
0 <
< < 0
w
z
C)
0
Rr
w
m Ir
0 0 <
D wp
(dkL) 3dOlS JO 301 z w
0 m w <
0 ❑ .
z 0
0
(dA.L))4NVB :10 dOi 10
< 0
> <
w 0
1
w z =2
w 0
—OZ - t-wo-o
0
w
0i
Z
w
tOO
O
0 0
r
W ld Z 0
> ¢ 1 6,0
Ow .0 >a
w
w
wsw
LL 'Sal
0
w
2 as
0 LitO
z w
00 §wz
2 q Z9 wz
.0 0: (r < .,<
W w
<
Z
0 >
w <❑ z
'0 x '00 w
<
> w Z
w 10
0
Om w LL=o z z
z
w w 0
�2 0w 0
2
0
0
w ff
w
Yj w
<
wONS f:
w w:
0
z 0
❑
°z
woN
W
z I
< w
z 'A' 0
1 < < A-
0 ID m CD
i) z
�>— � 10
0 0
w�
0.
z
D
z <
0
lw
w 0
Z
W 0 ❑

I£NO-a "oN ssnai17 nufd
YO££Z££'HIL .ied
TS44 Z£Q04 P1
£OZSZ JN'apopegJ
root allay )aa„s laity 11
1
nus oert
s)r�iaaawl�r+a
san�d-taZinn
H
sp«lacl
HUTIO.TUD gj.1ON `;)U!AUa-I
III Z)sUgCj :UOTjUOj5;)H J3ATH 3H!AUu°1
Y
U
w
p
N
K�5
0
a
a
c
OL
F,
w/\ II
ZV w
Oir
J
U 1 1
w�
2
Y
O
w
Ir
8
LL
MO
IV
(dkO
(dki)
ULL
00
N
K�5
0
a
a
ddb
-
Y
Q
N
�
m
m
E w'
c-
U
cgi
a,
~
mWIX
vNiO�N
4
ID
Nz3NLL
m
yO
yOU ZU�
U m X Q
7)
Wk:
Oi
W
Z
Z_
C,
�o 0
H
V
v
�
J r
J r LL
I
U JZ
m
N W
w U
E
O0
w
ULL
z�
a�
W
O
3�
mss
aJ
LO
,ww
a
WO
�wI£1
0
0CL
OpZ
Waw
0 Q W
N '
U
yWO
/
r
�z
Y
0
W
Z p
Q
m
0
w O
i~a
�
O
a
O
Z.0
Q I-�
~
�a5a�
C,
Z
aO�
� W
m=8
?U
00
ddb
J
QZ
S
\J
�1
4 �
I
O
E w'
c-
�x>N
a,
~
mWIX
vNiO�N
4
ID
Nz3NLL
m
yO
yOU ZU�
U m X Q
7)
Wk:
Oi
W
�o 0
H
V
v
�
J r
J r LL
o
U JZ
m
o
Z
O
O0
w
aO 0'
mss
aJ
LO
,ww
a
WO
�wI£1
�p
OpZ
Waw
0 Q W
F
�mO
U
yWO
w
m
W
QZ
S
4
O
E w'
�x>N
yO i
yz Um f
4
j Z O
H
m
yO
O
C
W
�o 0
00 Waw
m
J r
J r LL
U JZ
m
Y
0U
Z
O
O0
w
aO 0'
mss
aJ
LO
,ww
�m
WO
�wI£1
�p
OpZ
Waw
0 Q W
F
�mO
U
yWO
Eom m\
m�U �
MOl3
11
"US ^11 WV»9J
3n'Y aauulu� o»bd
Uf 16i -VW ''>9�u^N 9°t
91w,fz AVIV
su rf(I JUUTA
C
Y
0
O
a
al
4
O
E w'
�x>N
H
m
O
C
al

IfRO-:1 oN a.u.»rl mnA trtrl nrrarrr•
WVC Zff N)L xuA 1
tsu Zff HM P.I. ''••'•
CONN StIIl?jacj
till,wlS'n,'ng P19C III°°S flftl i -
i
SQ N lel IQ'I I M �� ���1®��D qTal®p� � 6311!AUu`j ul. alar aY.>
•• e o Y N
qq 7ury 7! �j pp �I U Sn -dj ,( �I`� 311!
ppp�7� • :1.\ W .I iaatua,l
r•rrrrXt rt tttt"t,,,, ��� ¢f�l[o W w-11 o1l,LL®4�1(o oLL ®�s��d'11 ��614 .Y -I �116611LYLL 11 IIi IM1I fIXI -"1 !\4"I
LL4.1L o �LL a LLLLW.JILLL Y LL e o JL `aaH YIIIZ'tii
w xo? a
¢�Y FOw O w
Z azizzFS z Q�z
W U 7 U¢ O w 0 w O Z
LLz N F Z
❑ Y K W W Z 0 V¢ O W W S I= -
Z �UFmOzO�❑NH� HQW
O
¢ U 00
U O Ow FO -Z, LLz�io °1
a FHid3�SjN>Fw4w w��❑Zmm
N Zw¢m�❑�rw�Fz�aLL
w SOd Ol331S U jOoLL❑U�>OZwuN~t
G wi0pnw> mz�am3w
(�W ❑0�F-pmaO w
N O O U¢ W N O Y N W O U
w .H ouoo�=>s> z�Nc7g
1��si W u
a zl m m
m
K > > N'
- O
- F < W
Fo w m LL F �z o G
_w U LL mw
w aI
❑ LL a K •�
❑ U
m2 X� 1� H
/q f
~W
zF Z< O
N w
�O¢
=LL Z d v
F IyY _
2r W wZI=-
m a
mz zwo Ow 060 PQ
W r�w d -
N< 0 QamOO Oil N?
�¢ 2LL UZ W Z ej) N2
00 �o ����wa¢ o gm
0 w U
7 - W W
m W¢ LL LL N z
❑m ¢ Z N w004, -a
z m->�zo
�¢¢� ❑
oN
tiil ❑��❑��aNN
0
zN
z
0
m
m
5
U
!e
W Z
� ? ai
NZ �Zg
3
> a
z0
oz
ao
v w 0
v ?
D
�1
W
z
Q
U
Z
O
N
W
>
❑
z w U_
z=3 LL
kw w �Z
L Y No
w H
N m w W rDNA LL U N
0 0 W 1
LL
_ N cV '< O O O Z
„Z I /^ w' y O 7 W � Q
O V O Z W X, F i=a
Z
C oo ¢
g�z 3 U o 5w° & a
w2 W ,� `.y' LL p (OJT Z<m '< i--�
>Ow¢ Wa -c O w z ZLL2N ¢p
�NQ N t z j WzU ZF
m r i. i O Oa W y UfaHNO �❑ N
o° < o o w°z��a �z
10 00
ZOO _ U ❑Oy0¢� Ep.
n zk a am Om CN7Fy of F -i o
t i O¢
¢
Y
O 0
0 { w zUzz 0N?yU¢FOwcwUFiIN1Oy
O
�U��yaw w i �"
LLDowWyzwN❑Uz
O l 0Q❑
y w=ON ZUHZomZ
¢OzXOm�.ZHwFUU¢�
c
z N n o
a i i 0Z
T Oi
C �m
i {.. p iv
H a
N D
N
Fe SO
,:, ae

If80 A "N —."!I rwlg 4 nrb � r 4 / o
90i£ Zff'"L 'Seg 4a
%LCZf'f'WL :lal '•.
fOZSZ JN •a1lol�eq� 'f Ciflj„7ja�
S Q ISI v'I Q'IiI M fas d v r»v�
ASV aaauJiu� wb+d
°rr1 ... 44y4aaa� ��AI
'• 01161-iw :i"..,Wr
� oI�®I$�.������g � �g�B�IIIog
e e e "�� 9IOZ'fZ AVIV -4
f
Za
i�
x
gz
w QF
a ° 3z
m
pO N
O O LL rco
O O W
H F �
1 +
Z �
O
n
+
W o 3
8
py 3a
+ "a
no + o sr
z Z i M ' a
bl) H Q + m v
a �
P-1
0
o ;z
A O w ¢N r j 1- ci yO
U N i-V=aux y Obe
w Hw]N O 8200 Oy
NN 0v N UwN y
-R wz w 0x0 Ol
FwF,z p7opp ¢ww
m=wF
i zQpQ ¢ z7 -
O wQQQQ wJaxI-
Q WaXO ILI
Oor w 0a
H1d3O za> �o¢ m z>W N Oa
213NIV1NOO xS'I UCUN�o wpowz o8C ?�
�a z Oz
F z Oz pwzozz zZOgtz z m NO 0
w W w Z]0,- -- 1WL � O wf
N O w m~ N w N N g O w J
ZZ Z Q
> O FQ,HM aN0-a O
wQ ~ marcrc~11�j~8K~azo w�cxi
" OZF-f 1c W OFp J7
go f a�°' >¢mdwWwzwwo
9
m¢ �!. v Z Up OwOt9J)Z gw 5
l--ZmOauSzWJmga>IJ-iQa� 8
Q ? oI a a
V ul tG L
nE z oN i 3
C C
a aILI
ILI
Z
04 Q .f
3
a
N
Z
p Z,Z
xxZg¢F
rWipgarc°
W ap 1L�Q
mmOar OZ�Qz
w�~WZ Q�~O7
000 ¢ �N w
ZtxiiK��j mwgg .
g Q w.0 K N
Jjz
ww
°ZOaw� O f >W~pJOZ
Q
2
Nmoo>mazw
rn) aaaa1P WX�
z V401109 IV O3N3dV1
O p w y x 3NV1S 3AI1I Ol.Z
zrQJz- Q
FQO Y
�mzpFj
W W zW (DW iO m
mp oxz0Src � v
<rc��w z� O cYi'~+'z�Ww
<grwz �� _ Q05°ate
JNpZF WW mOWNWU0 ryrc
<moo
zzaQ mJz
DUD 00
xrc Y z wF O
N~OZU Z 1Q0 C
rc Qm QOw� 0 NOo o
Q O.�wwo a tea"• p
m z91?iz 2 OQz Oo
s 35azQ 0 Qo0 o1 o o m
m o �Qw 0
Opow ,lu�N o w
• � { •( d rcO
�wQld N ya;
�z0g O r� { [ `� aw
d N w m O w N Z -V,
WZ
°Y = z=
> m�
rc= =Wxow cd e �
J wzw3w0 w o
'- w�OZQi-W z WZ D
z�y W W 9Z � � t j � Op •^�I p
y Fw OJp o ISI
Q 0 O
2 2 Z Z )a N
_ rc>z pO�_�NOp C j { YN
N2ww moxOJw y / / 0g
p J �0 0 1- Ow Q "�S.[_ N
IL
K Z -',a. of w �{ a io { z
mU g1 v rcj OO rcww 'W N pl �O
¢ R o Oyw. pSz <. FwaH w N < < < z
uiYZU2] �� w w
O J
m_j�Sm�Op�1-�o�O
W, O 0 0C 2 � 5 W U OO J�
� O uZwF=wWWW i -000o
w� - >JzgwO mo~>?OFztt
f OwwZIP
ww ioozw OzwO
wx w xxxw xw w wos,o
R,
rcNNf F-1-pN m(7Nw' Nrc
Spy.
a?^r
a�S' � z0 O N
O
oN wz w�wwaaeO¢=Om
9 W a s x o� O O x ,
mFx 00 m�J1, J O x N�z_WZ_
lWL> "�v tr zz O W 2a~Z_ of o_
Q NMHz)
�~~W0 p
m N J w W Z U Z w Z V w
g m>�Oo�a¢YyaaO
`. l
0. D'. zlOim��z Qm<