20140515 Ver 1_401 Application_20140514

2 0 1 4 0 5 1 5
--1 ke C--o
cl(�VV rk� D�gc---V- CV)

Corps Submittal Cover Sheet
1. Project Name: Oaks Unlimited, Inc., US Hwy 276, ( +/- 9.7 Acres)
2. Name, Mailing Address, Phone Number of Property Owner /Applicant
Company and /or Name: Oaks Unlimited, Inc. Attn: Mr. Joe Pryor
Address: 3530 Jonathan Creek Road, Waynesville, NC 28785
Phone: 828 - 926 -1621
3. Name of Consultant /Agent: Jennifer L Robertson
4. Related/ Previous Action ID number(s): no previous Action ID's
5. Site Address: 3370 Jonathan Creek Road, Waynesville, NC 28785
6. Subdivision Name: not a subdivision
7. City: Waynesville
8. County: Haywood
9. Lat: 035.340811 N Long: 083.010222 W
10. Quadrangle Name: Clyde
11. Waterway: UT to Parks Branch (C)
12. Watershed: French Broad River Basin
13. Jurisdictional Features on the Site: (Approximations Only)
Stream Length: 677 linear feet
Wetland Area: 0.261 acres
Open Water Area: no open water acres
14. Requested Action:
® Nationwide Permit # 3, 13, & 39
❑ General Permit #
❑ Jurisdictional Determination Request
❑ Pre - Application Request
2 0 1 4 0 5 1 5
MAY 2 3 2014
`•~"
www. ITY
The following information will be completed by Corps office:
AID: Prepare File Folder Assign number in ORM
Begin Date Authorization: Section 10 Section 404
Project Description / Nature of Activity / Project Purpose:
Site /Waters Name:
Keywords:

a �dh.
low
Wetland and Natural Resource
Consultants, Inc
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. David Brown
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
May 9, 2014
WNR Project # OU -1000
NC Division of Water Resources, WQP
Wetlands, Buffers, Streams —
Compliance and Permitting Unit
Attn: Mrs. Karen Higgins /Mrs. Jennifer Burdette
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Re: Nationwide Permit 3, 13, and 39 Request
Proposed Oaks Unlimited, Inc. Development
Haywood County (Tax PIN: 8608 -56 -7108)
US Hwy 276, Jonathan Creek Township, Waynesville, NC
David /Karen /Jennifer:
Wetland and Natural Resource Consultants representing the property owner, Oaks
Unlimited, Inc. at 3530 Jonathan Creek Road Waynesville, NC 28785 are requesting
Nationwide Permit 3, 13, and 39 approvals for the above referenced property. The
contact for the property owner is Joe Pryor and he can be reached at 828 - 926 -1621.
The applicant and the owner are one in the same. The property is located at 3370
Jonathan Creek Road (US Hwy 276) in Waynesville, NC. The property is adjacent to the
Oaks Unlimited existing facility.
WNR staff completed a detailed delineation on the parcel on March 4, 2014. A
jurisdictional determination request was submitted to the Corps on April 8, 2014. A site
visit with the Corps was conducted on April 10, 2014. Our delineation findings are
approximated on the attached delineation sketch (Figure 1) within the stream / wetland
report within the jurisdictional determination request package. Herron Associates has
surveyed the stream and wetland flags. A copy of this survey is also included for your
reference. There are 0.261 acre (11,370.04 square feet) of wetland, 323 linear feet
(0.02 acre and 851.3 square feet) of stream upstream of the existing culvert, 22 -25
linear feet of existing culvert, and 334 linear feet (0.076 acre and 3305.05 square feet)
of stream downstream of the existing culvert on site. In summary there are 0.261 acre
of jurisdictional wetlands and 677 linear feet of jurisdictional stream on site.
Mooresville Office
3158 Charlotte Hwy
Mooresville, NC 28117
704 - 512 -1206 mobile / 704 - 663 -2927 fax

t
Directions to the property from the Asheville Corps office are as follows: travel west on
Patton Avenue toward south French Broad Avenue, merge onto I -240 West via the ramp
on the left toward US -19 S /US -23 S/W Asheville, merge onto I -40 West via exit 31B
toward Canton /Knoxville, take the US Hwy 276 exit 20 toward Maggie Valley, stay
straight to go onto US Hwy 276 S /Jonathan Creek Road, make a u -turn at Rail Road 2 to
go onto US Hwy 276 N /Jonathan Creek Road, the property is on the right. We can meet
at the driveway entrance into the property on April 10, 2014.
A summary of the impacts requested are as follows: Nationwide Permit 3 = 25 linear
feet of existing culvert/rock replacement with 25 linear feet of culvert; Nationwide Permit
13 = 185 linear feet of stream bank stabilization; and Nationwide Permit 39 = 149
lineare feet of new culvert. The existing culvert is rusted out at the bottom. The
replacement culvert will be utilized to access an existing residence at the back of the
property that Mr. Pryor plans to rent. The 185 linear feet of bank stabilization will
involve sloping the nearly vertical banks to create a more stable bank as well as allow for
additional storm flow area. There is little to no existing buffer along this reach of
stream. Some live stake material from on site will be used along this reach once the
grading has been completed. Coir matting, a proper seed mixture, and straw will also
be used. The 149 linear feet of culvert is being requested to allow for the construction
of a drying building. This new building will be used to protect the packs of lumber
during air drying before kiln drying. This additional covered area will allow Oaks
Unlimited to increase production and improve quality during the drying process.
The enclosed documentation is provided for your review:
1. Pre - Construction Notification
2. Impact Map and Site Plan Maps /Construction Details
3. Jurisdictional Determination Package (includes Wetland Report)
4. Typical for Aquatic Life Movement Provision for Culvert Replacement
5. Coir Mat /Live Stake and Grading Stabilization Construction Typicals
Please correspond if we need to provide any additional assistance or information
necessary to assist you with your review and, if possible, expediting the issuance of the
requested permit. Please feel free to call with any questions or comments. A copy of
the application package has been delivered to Mr. Chuck Cranford in the Swannanoa
DWR office and Mr. Doug Besler in the Marion WRC office.
Best regards,
Jennifer L Robertson
2 Mooresville Office
3158 Charlotte Hwy
Mooresville, NC 28117
704 - 512 -1206 mobile / 704 - 663 -2927 fax

.o�0F WATFRpG Office Use Only
6 Corps action ID no
o 2 1405 15 DWQ protect no
Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit ❑Section 10 Permit
lb
Specify Nationwide Permit (NWP) number 3, 13, and 39 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps'?
® Yes ❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a
Name of project
Oaks Unlimited
2b
County
Haywood
0
akoauvy
123
101
2c
Nearest municipality / town
Waynesville
2d
Subdivision name
not applicable
2
2e
NCDOT only, T I P or state
project no
not applicable
pp
D '�
3.
_�"�
Owner Information
3a
Name(s) on Recorded Deed
Oaks Unlimited Inc
3b
Deed Book and Page No
862/996
3c
Responsible Party (for LLC if
applicable)
not an LLC but Mr Joe Pryor
3d
Street address
3370 Jonathan Creek Road
3e
City, state, zip
Waynesville, NC 28785
3f
Telephone no
828 - 926 -1621
3g
Fax no
828 - 926 -3383
3h
Email address
Ipryor @oaksunlimited com Fo-) R n n
Page 1 of 10
PCN Form — Version 1 4 January 2009

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
Applicant and Owner are one in the same
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
Jennifer Robertson
5b
Business name
(if applicable)
Wetland and Natural Resource Consultants
5c
Street address
3158 Charlotte Hwy
5d
City, state, zip
Mooresville, NC 28117
5e
Telephone no
704 - 512 -1206
5f
Fax no
704 - 663 -2927
5g
Email address
Jennifer robertson @wetland - consultants com
Page 2 of 10
PCN Form — Version 1 4 January 2009

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
Tax PIN 8608 -56 -6199
1 b
Site coordinates (in decimal degrees)
[Latitude 035 340811 N Longitude - 083 010222 W
1c
Property size
+/- 9 7 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Parks Branch
2b
Water Quality Classification of nearest receiving water
C
2c
River basin
French Broad River Basin
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 subject property has an existing residence, a couple existing barns, agricultural fields, maintained lawn, a
stream, a wetland, and a couple driveways
3b
List the total estimated acreage of all existing wetlands on the property 0 093 (streams), 0 261 (wetlands), no ponds
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 677 linear feet
3d
Explain the purpose of the proposed project The subject property was purchased in February 2014 in order to expand
the existing adjacent Oaks Unlimited lumber business Stream impacts are necessary in order to construct a drying
building similar to the buildings that exist on the adjacent property A culvert replacement is necessary in order to access
the existing residence Stream bank stablization is proposed to stabilize eroding banks and create a greater cross
sectional area for storm flows
3e
Describe the overall project in detail, including the type of equipment to be used Large earth moving equipment will be
used to grade the property Construction equipment will be used to construct the buildings Earth moving equipment will
be used to reslope the stream banks and install the proposed culverts
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments Package included
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known) Jennifer L Robertson
Agency /Consultant Company Wetland and Natural
Resource Consultants
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
April 4, 2014, the JD has not been issued as of yet, the Corps plans to issue the JD when the permit is issued
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ® No
6b
If yes, explain
Page 3 of 10
PCN Form — Version 1 4 January 2009

C Proposed Impacts Inventory
1 Impacts Summary
1a 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
Area of
number
Type of impact
Type of wetland
Forested
Corps (404, 10) or
impact
Permanent (P) or
(if known)
DWQ (401, other)
(acres)
Temporary T
W1 -
Choose one
Choose one
Yes /No
-
none
W2 -
Choose one
Choose one
Yes /No
-
none
W3 -
Choose one
Choose one
Yes /No
-
none
W4 -
Choose one
Choose one
Yes /No
-
none
W5 -
Choose one
Choose one
Yes /No
-
none
W6 -
Choose one
Choose one
Yes /No
-
none
2g. Total wetland
impacts:
none
2h Comments no comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length (linear
Permanent (P) or
intermittent
DWQ — non -404,
width
feet)
Temporary (T)
(INT)?
other)
(feet)
S1 P
Culvert
UT to Parks
PER
Corps
6
25
Branch
S2 P
Stabilization
UT to Parks
PER
Corps
6
185
Branch
S3 P
Culvert
UT to Parks
PER
Corps
6
149
Branch
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
25 If
replacement,
3h Total stream and tributary
185 If bank
impacts:
stabilization,
and 149 If
new culvert
31 Comments no comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds,
the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P)
type
or Temporary
T
01 -
Choose one
Choose
none
02 -
Choose one
Choose
none
03 -
Choose one
Choose
none
04 -
Choose one
Choose
none
4f Total
open water
impacts:
none
4g Comments no comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
none
none
none
none
none
none
none
P2
Choose one
none
none
none
none
none
none
none
5f
Total:
none
none
none
none
none
none
none
5g Comments none
5h Is a dam high hazard permit required?
❑ Yes ❑ No
If yes, permit ID no no dam proposed
51 Expected pond surface area (acres)
not applicable
5j Size of pond watershed (acres)
not applicable
5k Method of construction
not applicable
Page 5 of 10
PCN Form — Version 1 4 January 2009

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.Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other none
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason for impact
Buffer
Zone 1
Zone 2
Permanent (P)
Stream name
mitigation
impact
impact
or Temporary
required?
(square
(square
T
feet )
feet
B1 -
none
none
Yes /No
none
none
B2 -
none
none
Yes /No
none
none
B3 -
none
none
Yes /No
none
none
B4 -
none
none
Yes /No
none
none
B5 -
none
none
Yes /No
none
none
B6 -
none
none
Yes /No
none
none
6h Total buffer impacts:
none
none
61 Comments no comments
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Other site plan options considered included 1) impacting +/- 400 If of stream and 0 1 acre of wetland and 2) relocating +/- 700
If of stream and impacting 0 1 acre of wetland The proposed site plan avoids stream impacts to the greatest extent possible
while accomplishing expantion of the business The bank stabilization is not required but being proposed to help improve
existing conditions
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
New stream impacts have been limited to 149 If Even though additional stream impacts would allow additional buidlings to be
constructed at full size the applicant will construct smalled buildings to avoid additional stream impacts
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
❑Payment to in -lieu fee program
project'?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank none
Type Choose one
Quantity none
3b Credits Purchased (attach receipt and letter)
Type Choose one
Quantity none
Type Choose one
Quantity none
Page 6 of 10
PCN Form — Version 1 4 January 2009

3c Comments none
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
none linear feet
4c
If using stream mitigation, stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
none square feet
4e
Riparian wetland mitigation requested
none acres
4f
Non - riparian wetland mitigation requested
none acres
4g
Coastal (tidal) wetland mitigation requested
none acres
4h
Comments no comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
not applicable
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
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1 5
none
6f Total buffer mitigation required:
none
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)
not applicable
6h
Comments no comments
Page 7 of 10
PCN Form — Version 1 4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
106%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why the project is not located within a Phase
II stormwater ordinace area, impervious is less than 11 %
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
not required
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Haywood County
3b
Which of the following locally - implemented stormwater management programs
apply (check all that apply)
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other none
3c
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
4.
DWQ Stormwater Program Review
4a
Which of the following state - implemented stormwater management programs apply
(check all that apply)
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006 -246
❑ Other none
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 8 of 10
PCN Form — Version 1 4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
El No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
no wastewater will be generated from this project
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCDENR Natural Heritage Program Map Viewer and GIS Layer
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?
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?
NCHPO GIS Service
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? NC FEMA floodmaps, Haywood County GIS layer
Jennifer L Robertson
f dl&4
May 20, 2014
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
PCN Form — Version 1 4 January 2009

L - r L•QSz _ _ ` K) wl
OOl H
to
_ I
a
� M
i0l HO I 6'> 4 / /
1 1 1 II I / / / /
(n
COL H
4) i 11
ti0l H'
\
hi I I !��''�
\\ SOL H! / N I i /�IIT I
\ J:, ,111 •In /� I C I I // I I11� 1 I \ \ 1 \ \ 1• era- 1\ 1 i1,
� �J � I �/ I fl 1 \ \ 1 1 \\ \ 1�
I /
\ o, ,11� ;� � icPl\ 1 1 1 1 \ I �a
90L P� I
•p
� � �liJ c.ilorw
PD
Ar- 17
nil
� . age
801 H0 �i I
// // (( /1 1 \
\ I 1 1 o I t I
w w ca-�
' Jai
Lug
LL W
— L2
I X�� a `. a.
w N N
r I �i >
�
If I
oz
°° � l 1 1 1 / / l 11 1► i r
v it i i' l �/ / /cc 11 li it ► u
11 IP2
`fie >� I ! LA
a
CA
//

L6L6 '0 IS GL 3NOMd
ZQZS N o1nvr0
OOb 0 'oMv 'Nag❑' IZ
.NI 'JNIn33N�oN3 W
EJNIN33NIE7N3
z0 )k
m
>z
z
fo
h
�5
O E
VI
# R
oV
iC
0
� w u
¢F¢wtFD
Da�ZOW
13 Z,
W NJ
O�WNW�
diz�$ D
specs �yyo
I)wBV. F$
��$ynZZp�ZZa
OLWUO
O
J
a a
wwa JJ
VI�D Q W�1
dig
Vlr y,� D
190 ;$z
;d mg
vV�1 ¢ Z Ts
Keg V
X30
OaL� wp0
V wI7? Uw ��a
O O O
Jam`
I L — — — — _ — _ — _ J, � - ,r I nzz od - 6[r 00
(NOU'001 'XOtlddr) - W g '3NI 513f1. 1381. 1
NOddr 31UDWS 'X3 + � J/N ,
-
I �
I 1
III I I
1 I I III I I
l ri i I iI 001.
of I ,II III I S m -
I
1 I
it IN r I � rol
i 1 1 I II I U
lY iN II Sol 1111
I II I ' Iw Ff 57
'1�' Ili /I li I 8i
�I 1 11 GOl wJI I
I
I 1
I I 11 II N I j 1 � II JwI I I.
I II II (I II I , I IJ
I T•� 11 / r i , I h_g��l
I i
YDI ND 910
I II I 1 � �• •, I ' � `
/-- '' - ---- - - - - -- r
�
\
I ul I 1 1 II I I 1 I I
I I _..�.. I 1 II I , I I ,� x,04°
�i'
1 1 I j I II �YS I I I I I 11
I 1 1 I II,k I 1 1 11 ,,L,,
1 w III, d I � 11 I IX b
I II I
II I I II III I I ' I I II W�
II I I II
1A L -da}1 l tl3! I I I ?
II I I o_r -R °� °ems °q1
�I I I I
'I 4W IR I \
I l CCau 1 1 I I Ey y+�
I I I Iv. Il�uill p I " t.�
up M I
ii ilzl 1 ly I
I I I 11 vial I 11" '
I I I f1
I I
I I I 11 I 1 I I 'yam
--
I
_
FF ��
Q`� 8�8Z JN `3TILAS3NxVM
°� •�
I 1 f f
1 1 1 \ \
o � Q� Q� Q
�p� 1
Old X33113 NVH.LVNOf OSS£
`4�J.IY�ITINf1
ej =a
�ff
1�u e c \� I -
-f8 \ A
I I
�NI SAVO
Z p
it u
8
OAS
4 y
-� �.�f ._ —� -' - �l YAl1d1 Naaa 131 �� -'• �P -ice
ION oa A2IVNI v
��
A O a
-- ------
= m m
is
' -
of
NOISNVdxH Gall 1 ilimn SXVO
Z W
I I
8
.; tq
O
ga
I L — — — — _ — _ — _ J, � - ,r I nzz od - 6[r 00
(NOU'001 'XOtlddr) - W g '3NI 513f1. 1381. 1
NOddr 31UDWS 'X3 + � J/N ,
-
I �
I 1
III I I
1 I I III I I
l ri i I iI 001.
of I ,II III I S m -
I
1 I
it IN r I � rol
i 1 1 I II I U
lY iN II Sol 1111
I II I ' Iw Ff 57
'1�' Ili /I li I 8i
�I 1 11 GOl wJI I
I
I 1
I I 11 II N I j 1 � II JwI I I.
I II II (I II I , I IJ
I T•� 11 / r i , I h_g��l
I i
YDI ND 910
I II I 1 � �• •, I ' � `
/-- '' - ---- - - - - -- r
�
\
I ul I 1 1 II I I 1 I I
I I _..�.. I 1 II I , I I ,� x,04°
�i'
1 1 I j I II �YS I I I I I 11
I 1 1 I II,k I 1 1 11 ,,L,,
1 w III, d I � 11 I IX b
I II I
II I I II III I I ' I I II W�
II I I II
1A L -da}1 l tl3! I I I ?
II I I o_r -R °� °ems °q1
�I I I I
'I 4W IR I \
I l CCau 1 1 I I Ey y+�
I I I Iv. Il�uill p I " t.�
up M I
ii ilzl 1 ly I
I I I 11 vial I 11" '
I I I f1
I I
I I I 11 I 1 I I 'yam
--
I
_
W 9
%
0
C
�eP`iz SN C
I
—� -z-
I
-------------------------------- {
1
Itll '1 11 `1
1 ' Ilt 1 rc
FF ��
Oil
I 1 f f
1 1 1 \ \
�p� 1
1 1♦
ej =a
�ff
1�u e c \� I -
-f8 \ A
I I
\ • \a -
W 9
%
0
C
�eP`iz SN C
I
—� -z-
I
-------------------------------- {
1
Itll '1 11 `1
1 ' Ilt 1 rc
it
,1
Oil
I 1 f f
1 1 1 \ \
�p� 1
1 1♦
1�u e c \� I -
-f8 \ A
I I
\ • \a -
it u
OAS
4 y
-� �.�f ._ —� -' - �l YAl1d1 Naaa 131 �� -'• �P -ice
-- ------
is
' -
- - - -- /8
I I
I
1`y^�f''i`3YA• \OOD,
it
,1
3n1a4 1vvaS ,zl 'x3 --- ---- --------- '�- - - -'��X ? 3 \
0 u�
� oplIMEk
ppxA�d rrrrrrrrrrlrrrrrr r rrrrrrrrrrl tl r
93 14
F LS wo PMR151
OR H € i
^g d.18r Eigi Id = o K' Y 8 '� � z. a ® g $ „I M • ■ i 6 w 19 1 1
_323i$: F Wssa ss WSS S►sss � . S �� o S d f I T T
uS aF�i 'b � � � C• vl
$88888 §bxD�RYRak84�8 z 8 �� �� 6" €
GC'J305 R ��77:9]799� n ^`s ^o �� oF�ii 3 3�6�
I • 6 e
vi 6 ZRo <nnP$oRn�:n7So}SoB�jy`dm` osRbv Y". f. wz\ on�gbnX lCw §rR ^�k's
o ?°`jnw83 ^- nR�� -b8 Yo-
j
[x-i� w w u wy3,yw WUw33 ; ;i3 ; ;3 ;333wuuiw333uWw3 Wwwwuiwww ■W33 s ;3 ;W ;33�"3ww333 iwww3 I � q .-.
wl"" S° �?,':'_° Yo' �S�Si�! SR' s�•' R•'. 3�8S C§ �S: RsR�o�SBo: ��' �.' r§+ �... �9��' 1°$ �r � 'R'�i2�R�'^�X�= n��� °XSti'15��"dx I� � � g � � w
F wrzz zzzz zzzzzzzu+�r�nnn" ^"w"NZ " " ^N.........." "nNV��n n " "w•zu+ " "z zz zzzzzz zz zzz � � � � gl � � � w � � � Y Y � � �
tyi
NI
O
Q
Q
Oil
�p� 1
1 1♦
1�u e c \� I -
-f8 \ A
OAS
-� �.�f ._ —� -' - �l YAl1d1 Naaa 131 �� -'• �P -ice
-- ------
' -
- - - -- /8
0 u�
� oplIMEk
ppxA�d rrrrrrrrrrlrrrrrr r rrrrrrrrrrl tl r
93 14
F LS wo PMR151
OR H € i
^g d.18r Eigi Id = o K' Y 8 '� � z. a ® g $ „I M • ■ i 6 w 19 1 1
_323i$: F Wssa ss WSS S►sss � . S �� o S d f I T T
uS aF�i 'b � � � C• vl
$88888 §bxD�RYRak84�8 z 8 �� �� 6" €
GC'J305 R ��77:9]799� n ^`s ^o �� oF�ii 3 3�6�
I • 6 e
vi 6 ZRo <nnP$oRn�:n7So}SoB�jy`dm` osRbv Y". f. wz\ on�gbnX lCw §rR ^�k's
o ?°`jnw83 ^- nR�� -b8 Yo-
j
[x-i� w w u wy3,yw WUw33 ; ;i3 ; ;3 ;333wuuiw333uWw3 Wwwwuiwww ■W33 s ;3 ;W ;33�"3ww333 iwww3 I � q .-.
wl"" S° �?,':'_° Yo' �S�Si�! SR' s�•' R•'. 3�8S C§ �S: RsR�o�SBo: ��' �.' r§+ �... �9��' 1°$ �r � 'R'�i2�R�'^�X�= n��� °XSti'15��"dx I� � � g � � w
F wrzz zzzz zzzzzzzu+�r�nnn" ^"w"NZ " " ^N.........." "nNV��n n " "w•zu+ " "z zz zzzzzz zz zzz � � � � gl � � � w � � � Y Y � � �
tyi
NI
O
Q
Q

L6L6 ❑IS boL 3 o.d
Z9Z83 ON_ 3u°16WHO
'30t, 316 N(3 ItlM0 ­8 01 IL
❑NI 'ONItl33N1JN3 ZOW
EJNIN33NIJN3
z19 ix I
a
d Q
U
U] 3
vil
aG
Cl.
s
VI
z
sQ
mo a
a
P= 7
$a a
a
w
X z
0 of z
z I=
w
a
�< o
a'z F
I� V
w�
N
$
0,Pfqq
O Wpf SF
�a�3 �IVi
�ZyQm <U
O O
v
\ O �.
m
W a m
Y
I is I"
I
I I jI '
I 1 i
I I
I I
17
I
N
�I
I I 'mo qcol �o
•JN101108 N13W %3 I l O o l a
L _ _ _ _
I (NOUV903 ,xoadav) — — — — — — I
wa
I NOadtl 313a�N00 %3 I V
________ ___ ___ ____ ____1
,51 toz
�
SS�Sz �N `3'I'IIAS3NICVM
� � � � ry
gnu
€�$
(rvou x3HH3 NVIUVxOP 0E9E
3SOCZ'Ifs
`��
.15
_
6SZZ X:05) ONICIlinq
NM N3d0 Q350dONd
2;
a < Ie ■
geg
DNI `Qd+IIwl INn mo
Iw
N
8
Nol iDfildISNOO HO3 HSfl
3e
'b\
U
+ION OQ AldvNiWilld2Id
f ul
1
al1V
C~ a /�
o r r
Z m m
�I
NOISNVaxa Qd+IIlgigNn SNVO
I
Al
w E3
I
1
kill
a o w o
I is I"
I
I I jI '
I 1 i
I I
I I
17
I
N
�I
I I 'mo qcol �o
•JN101108 N13W %3 I l O o l a
L _ _ _ _
I (NOUV903 ,xoadav) — — — — — — I
wa
I NOadtl 313a�N00 %3 I V
________ ___ ___ ____ ____1
,51 toz
IiZZ �d - YL> 80
JNI S33fid 9381A
3/N
- __ -_ _ -_- -_- 11 11 1l
3 hb so 09 S _ X 09C
1
4 \
I \ \
x \ \
\
3SOCZ'Ifs
`��
.15
_
6SZZ X:05) ONICIlinq
NM N3d0 Q350dONd
2;
-
Iw
,I
Iil I
�' del I ozo 1
'b\
IiZZ �d - YL> 80
JNI S33fid 9381A
3/N
- __ -_ _ -_- -_- 11 11 1l
3 hb so 09 S _ X 09C
1
4 \
I \ \
x \ \
\
6 u
�p s
6
8ma 7� g `a� °
<g� §� $� °
F
i >i'm �SF
m >�
1=g� R °y ; �� w; R ° b zF5€y o b & Is 18
Z6 5 FA 21 rg
Vb ga 12 13 i
� @ =gr
E �akd 2Q H. �€ h ;.-Z- R
Ent
a g' <� Rio's g a�b'>?w°da�
X sb;� '0°
Hii g $=a o�19 $ig r°a cZii�° S �S��F�i� a
b 4sggaaM� NCR �� gagsQ
fg$ �a 8 3 zy
�u 7F �
a 3a a a s Navas
Iw
,I
Iil I
�' del I ozo 1
'b\
1
I
I I I
1
I
Al
I
1
kill
I I
1
1 /
I I
I I
I
I I i
jNm
I
j I
\
IS
I I
'
lb
'�X
C
1
-- - --
I
I-------
--
i'
r--
,
(31 tlAlad) 3A180 l3Aba9. ZtTx3
- - — - <
_ --. �a
\
6 u
�p s
6
8ma 7� g `a� °
<g� §� $� °
F
i >i'm �SF
m >�
1=g� R °y ; �� w; R ° b zF5€y o b & Is 18
Z6 5 FA 21 rg
Vb ga 12 13 i
� @ =gr
E �akd 2Q H. �€ h ;.-Z- R
Ent
a g' <� Rio's g a�b'>?w°da�
X sb;� '0°
Hii g $=a o�19 $ig r°a cZii�° S �S��F�i� a
b 4sggaaM� NCR �� gagsQ
fg$ �a 8 3 zy
�u 7F �
a 3a a a s Navas

LGL5 O 1S VOL 3NDNd
Z9ZBZ ON_ 3 -b—O
00b 31S a0 DItlHO N3B O 1 13
°NI 'DNItl33NIDN3 � °W
SNlc�{.33NIETN3
z?
s a b lZZ Od - 8'Lb 80
r (NOUV301 XOdddV)' I Iw C',j v w OM Sl3(13 b3813
N08dV 313aCNOO X3 Il 3/N
-I -_�, �. `------------------
IIII � r
I II i i II I a♦ ♦ ♦ � LL -� , \ 1 � I\ ® � S/� � \` � °� II ����� / I �q
I I ♦ w W� J \ \ I I
LJ
' -1 -I - - / ♦� Iv < �L�11n Fo � Ziw`�o��" - - -�! ___\;- - --I _ I__ _ —I_ -_ _1 �' /
a8 iw a o I ■ \ I I I I I l
1 \�
I Ili i B°ra O � o_ i I I 11
/
/ \
;8& o W 07,;
m °_� o� ;ZgNZ
�W6 W �\ '�y °� �Z� �mgKaY�O � � \ I
tYWJ} 0Z0Z `i 6 1- hLL ■ ■{,' I
1 W i I W� UQ WWZ�VZ404'1 II LLO,O G\ I N
I/^� I I 2a -Nm0. \ 333 aNF° 5.(il6o =Z VVp 1Y1JJ w� \ I /
I W I III I LL NJ >D�m ` \'\_KwJ0 �Naa �NJ JJa NJp2
ON YxNOj ,�.i Z�
JI/a16aVZ ,�ZQ yJ76 Faf~/IU
II I I 2"160. e_0 aa' 8
I I �
I I I I I I Fao 3 O ao ` \ m NCO W 5 r' r 1 � I
K �3 ® ♦ zZV
I III I I ` ♦\ �^ I I I / U) iz, 1 \ail
�� I I II I I i / ��� ® \ 4 II lil I � �� I I �� �✓" I I J 1 1
��
I I \
I
I
IIi
I I III III I / o z III III I I I I I I\ I
li Ilil lil' __oO_e�_ 1 `` I III
I
I I I I I I n 11
r/
0'�� \I i 11 m ; , ,� 4'/ �w
=J�,
I I I a x
z Y x 41p4' 1�
a
I d� III \ ° \ �i' I-- - - - - -`
- - -- - - -- - - - -' /
\ i `\ # :
8w w 3o p O F t
y g
N
1i(�'1 d Q I]
I / xhl! I 3.Ia /'\\ �BB u mow^ J> m �u �om
o�w o °o Na �° ZzSKm ff d
oz � 9
�>�Ey
Izx�z °m b � "b s �.j �j i �a
L_A g
�gA70 $g$ F BI €�aia z Kul S.
o 8� °ibzog 3�� gg €$ �.`.��� J w° �H �z m w'vWi
a 6 G "IIff§§ °vr� d a u pp o o- z,m� f > 2fG /C
'< ° ° H b $ F <¢ c � ,�w��, N' way zoo �fR °a _W ZF o
i � a � ¢ I g Z -F Z(j W jm W Y �II^ xaz 3q� O{� b L^
ojGb E� a tp Ic� °u ��+` °° b '0� -uf �aa�l''a Zvi Ivwi wa' SE° �z ��+iox d C�W G�> y
wN
61 o< W �' $ b i ; g abz J� <$P� <s�� 5�b�bu fj'in° vW '``�d � HL�eFi° wo i Z d %e
y .� I:7`"�b g $ L4� gu a �_ z "� §W <0 6a� ypy��i zzsa O d < w NJLL w b B
E Bz< Y�c! Szb" E `S ° > ,� > V ° o a f+1
Wao p�� Z�� z z �� €u��l. $�c <�� f" Ib m E<"wma� o mz� f�N od' `b' a1`Inolr ao " F'ouizo
p0= ° Iznu wz�li �z Fpa >� s °g $
Um oma gg >� Iz o Ski 1% �- ago
¢oo ¢Ind° �6 m ffi' �'� § �k€ �Ti ul,l IS° o �o o �('< r z wzc»N v
t� b.- < § v10 vl z Gi aRW v��m a� �' oa m- O W °a
0 m�= a o�b£u °gym tuz<i° ou u,� o >xw� ° % I _�� z zed zzz tt� In a mQ I o i "3� 3 R �a- < �' �IT�r gg 01 r^� N Q�< z a6�W� �i gg °s�x '-' m :§ Owo J mi$a d w r' d dam°
�m C-4 I J Eaw g B g 2 uz$ ZaZ as °6�n� a >x� a °a° a,m,° w s
m¢ ..�d IY8 ki zki�F��In$b d° �' �-� �z CiSk'aW .�
3Is, ff d kz'� ��w� 0 i:v�`i ��o S,3 Bagu P. zd ? ~.W zlo z z- vwi 8
O� to m 0 2 gg 0 O °.a a a O fnn 3 In
u�<53 di�zS +be eG oa iSsg 6901 a 3 - °b>»a
13 Vd
< ® ® I ® T �7F,_�Z5 I� Q$gb�� X8'3 s
z x
z I Z I a p �14
& o O o G ;I ?g �€ fl g - zm L " a ��
a F �� m OZ 6 lobs $�� u �ga� j b p�G
w Izw
i7' 1 "v C a o a _� `- i7i a o Is �F U y b ,��� i 175 ¢ ' -7 o n o n F a r r rc 3 n n Z Oldg F �Ggo$ _ q�'ei sN< �> -,
w z > > m > > > > Q G g° G�. < a oo d� q
I e a o o f ,W ff v �$�>< G° aR a�a € as o
�j = �� a 6 o z� a a a7a' ,�/�' ���1� o e ��� �a�� �fY pFu B "4 W
In L o ¢ ¢ o� rn N �m N W CzK� Td� t7g m m Jo Tg�is °I$ y °,�a, Z � E, _
V ,J G u TT7 I V 1 I rL7i I � d In
�o a
SS1-Sz
n z s a
' -,
Qd02I XAaxz) KVH1.vNOP OESE
m
I� 011Df1 2IZSN0D 2IOd,aSf1
i
.IY\II INI1 SAVO
O O
W ,.., pG
o
a r ,
S
i0N OQ axvmwrind
o
W,
`.✓
r
a
p"
m
° m m
NOI §NHdxa (ImA riNf1.S? o
(a
e
§[sg
$iZ
X w w a
V 2 0 2 0
s a b lZZ Od - 8'Lb 80
r (NOUV301 XOdddV)' I Iw C',j v w OM Sl3(13 b3813
N08dV 313aCNOO X3 Il 3/N
-I -_�, �. `------------------
IIII � r
I II i i II I a♦ ♦ ♦ � LL -� , \ 1 � I\ ® � S/� � \` � °� II ����� / I �q
I I ♦ w W� J \ \ I I
LJ
' -1 -I - - / ♦� Iv < �L�11n Fo � Ziw`�o��" - - -�! ___\;- - --I _ I__ _ —I_ -_ _1 �' /
a8 iw a o I ■ \ I I I I I l
1 \�
I Ili i B°ra O � o_ i I I 11
/
/ \
;8& o W 07,;
m °_� o� ;ZgNZ
�W6 W �\ '�y °� �Z� �mgKaY�O � � \ I
tYWJ} 0Z0Z `i 6 1- hLL ■ ■{,' I
1 W i I W� UQ WWZ�VZ404'1 II LLO,O G\ I N
I/^� I I 2a -Nm0. \ 333 aNF° 5.(il6o =Z VVp 1Y1JJ w� \ I /
I W I III I LL NJ >D�m ` \'\_KwJ0 �Naa �NJ JJa NJp2
ON YxNOj ,�.i Z�
JI/a16aVZ ,�ZQ yJ76 Faf~/IU
II I I 2"160. e_0 aa' 8
I I �
I I I I I I Fao 3 O ao ` \ m NCO W 5 r' r 1 � I
K �3 ® ♦ zZV
I III I I ` ♦\ �^ I I I / U) iz, 1 \ail
�� I I II I I i / ��� ® \ 4 II lil I � �� I I �� �✓" I I J 1 1
��
I I \
I
I
IIi
I I III III I / o z III III I I I I I I\ I
li Ilil lil' __oO_e�_ 1 `` I III
I
I I I I I I n 11
r/
0'�� \I i 11 m ; , ,� 4'/ �w
=J�,
I I I a x
z Y x 41p4' 1�
a
I d� III \ ° \ �i' I-- - - - - -`
- - -- - - -- - - - -' /
\ i `\ # :
8w w 3o p O F t
y g
N
1i(�'1 d Q I]
I / xhl! I 3.Ia /'\\ �BB u mow^ J> m �u �om
o�w o °o Na �° ZzSKm ff d
oz � 9
�>�Ey
Izx�z °m b � "b s �.j �j i �a
L_A g
�gA70 $g$ F BI €�aia z Kul S.
o 8� °ibzog 3�� gg €$ �.`.��� J w° �H �z m w'vWi
a 6 G "IIff§§ °vr� d a u pp o o- z,m� f > 2fG /C
'< ° ° H b $ F <¢ c � ,�w��, N' way zoo �fR °a _W ZF o
i � a � ¢ I g Z -F Z(j W jm W Y �II^ xaz 3q� O{� b L^
ojGb E� a tp Ic� °u ��+` °° b '0� -uf �aa�l''a Zvi Ivwi wa' SE° �z ��+iox d C�W G�> y
wN
61 o< W �' $ b i ; g abz J� <$P� <s�� 5�b�bu fj'in° vW '``�d � HL�eFi° wo i Z d %e
y .� I:7`"�b g $ L4� gu a �_ z "� §W <0 6a� ypy��i zzsa O d < w NJLL w b B
E Bz< Y�c! Szb" E `S ° > ,� > V ° o a f+1
Wao p�� Z�� z z �� €u��l. $�c <�� f" Ib m E<"wma� o mz� f�N od' `b' a1`Inolr ao " F'ouizo
p0= ° Iznu wz�li �z Fpa >� s °g $
Um oma gg >� Iz o Ski 1% �- ago
¢oo ¢Ind° �6 m ffi' �'� § �k€ �Ti ul,l IS° o �o o �('< r z wzc»N v
t� b.- < § v10 vl z Gi aRW v��m a� �' oa m- O W °a
0 m�= a o�b£u °gym tuz<i° ou u,� o >xw� ° % I _�� z zed zzz tt� In a mQ I o i "3� 3 R �a- < �' �IT�r gg 01 r^� N Q�< z a6�W� �i gg °s�x '-' m :§ Owo J mi$a d w r' d dam°
�m C-4 I J Eaw g B g 2 uz$ ZaZ as °6�n� a >x� a °a° a,m,° w s
m¢ ..�d IY8 ki zki�F��In$b d° �' �-� �z CiSk'aW .�
3Is, ff d kz'� ��w� 0 i:v�`i ��o S,3 Bagu P. zd ? ~.W zlo z z- vwi 8
O� to m 0 2 gg 0 O °.a a a O fnn 3 In
u�<53 di�zS +be eG oa iSsg 6901 a 3 - °b>»a
13 Vd
< ® ® I ® T �7F,_�Z5 I� Q$gb�� X8'3 s
z x
z I Z I a p �14
& o O o G ;I ?g �€ fl g - zm L " a ��
a F �� m OZ 6 lobs $�� u �ga� j b p�G
w Izw
i7' 1 "v C a o a _� `- i7i a o Is �F U y b ,��� i 175 ¢ ' -7 o n o n F a r r rc 3 n n Z Oldg F �Ggo$ _ q�'ei sN< �> -,
w z > > m > > > > Q G g° G�. < a oo d� q
I e a o o f ,W ff v �$�>< G° aR a�a € as o
�j = �� a 6 o z� a a a7a' ,�/�' ���1� o e ��� �a�� �fY pFu B "4 W
In L o ¢ ¢ o� rn N �m N W CzK� Td� t7g m m Jo Tg�is °I$ y °,�a, Z � E, _
V ,J G u TT7 I V 1 I rL7i I � d In

LGL6 ply 4pL 3NONQ
ZgeeF ON 3u°l. —o
004 —S tlQ OIV 0 N28 o f I e
.NI DNi 3N DN3 y.H
JN'IH33NIJN'3
z�
00 co 0- d l Q x
00 �° n00 I I L — — r ° �w � � t lZZ Od - SLb 8D I
000 I Y om' I,Iw N v I w ON6 Sl3fl� a381�
I� I� Q (NOI1dOO1 X06ddV) n /
N
tiJ z wz NOJdH 113JDNOD X3,
n----------------
j .89 S 8L OSC
I
I Ll
I
Y
1 NIQZIf1g
�(SZZ X SOS� J
�_ ) Jw< z
2IId Nddq QaSOdO'Ud
'
1t: o <¢zWbaz \ i I 1 I
N
V '� I W F
II I / 1 \ m Z ,a3Za i �
m 0 �
I I II 1 a xw� <Wog~ il`Ilr
ow J" mFSO V °III 1 I I I I I
~i I'✓v I i I ZZa Y� a °w <FZ �U U i 60 � y / k i
W I I I a�Uzo o�y�� °zo �wyp�p rF I
Nw O- w30 o S YF 06 zo 1 I 1 mom Uw m ,� a, F 6 \\ t \13 �` I I'.� ') I 11 1/
NzW �' N N3 �Wy \ \\ ,
III I I �� Y�Y oZ< �4z a� ?: 111 t� \ / O �I I �1 ` V
w
VoW� ay�° cm i� wd
?wm�a4a
mv, UW4/V z Z w- a a a
`i /
I I I I \ F=LLa7' �y �? Na
�. f 1 1'I v' I i � I I J i
1
a�
< W'v x w 2z.
I I I I I I
I I I I I 01O " U U U\ f ♦� U ` I I I KU / �l a l5 -1 1
I I ! 11 I I I cn \� ¢ ¢ \� d Q \ I� I; moo wI. oo I �; 1 1 I
z I
I I III I I I ; o O o �� /U/ I ��w`� eMom ;l w0 (J
I I ! I I I �\ Sw8�N� m-6
N p x�nn V /
I 1 I I \ N cn �\ J //� �� �o a�w�iZGl W I
o'o 1 °N
s
w '-'2' o� i
�W�xV
Z w =Q m��1`mZ �YW
F g; // ��\ m
0/ ' oN 6w °a 6_4QjsM
I I III 11 I \/• C /off 1 �\ '� / %W w N zZ �a
Oa °� /� // Ov !
3Z gy m_ 3zV IL X10 1 Y I
II - - - ■�
' / dad
C13 �$
—___ �ZWv
zed° s
_ i ZQSSQ
I
113 gg ' mW�O
oW
Z x� l g < o z W
�l��WIjj 1
tg
z, o -Zgz
�" ~ E� Ssd��k b� 0 8 d ott'm o a �� WW oz8 S
�W} WTLI, w ?F �z ��� �+ �rc�g� w MFR '� a� �� ww ZQ�
�$Ro WW N0. �Inai<�y6 �(( L"auZZ�W�7 §0 J�17f 01 §O �J� Zzv'�
< IR F� °B m W g� Op =�O �O g O ¢�� O U aW� J a a� 1~AW KfFN
O '6 < 0 3gJti 4 0 �-oW ¢ u' mx <t° w Q
J ;ob 613i� >> �� °!L w�' =��d 8� MM < ua m� w a'Z ~o �a��i
C�� a��u �a S' ��� gb Q �c i �Wy ~ >�f.� � ZZ a)nI
-�a¢ ojCn_b �- i ��� �u< ap °mow D��rli ia�t�' O ,wn��iil w UFUOi o� �Z3zo¢
w� Uo Jb ° ; 8 bZ� o� <Q a°C� s� ot?b�iaY Foy. "' _<� N �� z �FO v'W� kww o
c7
yo $ '� S iSu �i 8 Ezw zigW <o „oz z k�e Pi �NSZ� = v a v, Nw� W z �.+ Sy o
¢� vo (w.x� o �z_ �9 ~d < az Ev�< �N G N z?oa �d� ¢a }U ° �n `So o: YS �"o r
LL) ao .a is KI g u z �- 'co �`..'waw o za z�" w "' m�v�ioin < §Va ° 'o ma 0 b 1
°o °ma rjF 6 _ § xi b bi d �< 7 � y �moZ h1 z�U �~ z rn ��� z �)Uaa ¢ �a
¢co ¢v� a <�� ' �' °' b W W? �g° 6°�0 u f% b' o j~a gp PUW U)N zU
�-'w O ' N� m� ¢�b � �w °� 36~ < �k� v.rU s3=NZ a o 6zo m ¢,gw < � <z ss
�V �`3 aBi Hip
€ € � °i�� t <SU �i €� 7w R' a k' > iio K� a Zip w O w m w xo Y e
m¢ I I ��F~ -zs yr �% ° 601 aN a? < H < a z 8 t=i¢wF VWgd
rn Fa`z b 2 �� � 3 0 z F� a zg aU < <'. x a��w <�' �am o �m�z z <'a <kV' q
I zg 3 b €g �Sa^ € I-� g 5 zo oznz < � o_p o Fp w < �-
�°' -smE r�doo 4Sff d �Qg ��i��'�nbo ze��b�6a;�3�3 �w� °z Z�i'wf:.i Zo� Zi�w S o.om ¢ _°m ;Z °x
0=fi MOOS < p �< _ o pa as pTn3r�ii ,n U <zo
z
u
O
I � �
%9%
Nay wma }, ~ all 11 NN,. ���p�a� �tj �
o�g 5� SoGT�� Sag=
g 4W
Zz 15 u G Z.%`N
A
c
a
a
�b
aI
S8LSa .7N `TIMAMAYM
°o 9,
�3
QV01I?I3HHD NVH.LVNOf OESE
m �/� •
y$`
'DNI `UHJJ WI'INf1 SAVO
w
NOLLOMISNOD'do3 asri
fx
cn
0
8 V
1oNAQ XavmIIAiI'IIIua '
1 al
P,
NOISNF cixa UMLIY\IIT"m SXVO
P, W U
tj 8
W
a
00 co 0- d l Q x
00 �° n00 I I L — — r ° �w � � t lZZ Od - SLb 8D I
000 I Y om' I,Iw N v I w ON6 Sl3fl� a381�
I� I� Q (NOI1dOO1 X06ddV) n /
N
tiJ z wz NOJdH 113JDNOD X3,
n----------------
j .89 S 8L OSC
I
I Ll
I
Y
1 NIQZIf1g
�(SZZ X SOS� J
�_ ) Jw< z
2IId Nddq QaSOdO'Ud
'
1t: o <¢zWbaz \ i I 1 I
N
V '� I W F
II I / 1 \ m Z ,a3Za i �
m 0 �
I I II 1 a xw� <Wog~ il`Ilr
ow J" mFSO V °III 1 I I I I I
~i I'✓v I i I ZZa Y� a °w <FZ �U U i 60 � y / k i
W I I I a�Uzo o�y�� °zo �wyp�p rF I
Nw O- w30 o S YF 06 zo 1 I 1 mom Uw m ,� a, F 6 \\ t \13 �` I I'.� ') I 11 1/
NzW �' N N3 �Wy \ \\ ,
III I I �� Y�Y oZ< �4z a� ?: 111 t� \ / O �I I �1 ` V
w
VoW� ay�° cm i� wd
?wm�a4a
mv, UW4/V z Z w- a a a
`i /
I I I I \ F=LLa7' �y �? Na
�. f 1 1'I v' I i � I I J i
1
a�
< W'v x w 2z.
I I I I I I
I I I I I 01O " U U U\ f ♦� U ` I I I KU / �l a l5 -1 1
I I ! 11 I I I cn \� ¢ ¢ \� d Q \ I� I; moo wI. oo I �; 1 1 I
z I
I I III I I I ; o O o �� /U/ I ��w`� eMom ;l w0 (J
I I ! I I I �\ Sw8�N� m-6
N p x�nn V /
I 1 I I \ N cn �\ J //� �� �o a�w�iZGl W I
o'o 1 °N
s
w '-'2' o� i
�W�xV
Z w =Q m��1`mZ �YW
F g; // ��\ m
0/ ' oN 6w °a 6_4QjsM
I I III 11 I \/• C /off 1 �\ '� / %W w N zZ �a
Oa °� /� // Ov !
3Z gy m_ 3zV IL X10 1 Y I
II - - - ■�
' / dad
C13 �$
—___ �ZWv
zed° s
_ i ZQSSQ
I
113 gg ' mW�O
oW
Z x� l g < o z W
�l��WIjj 1
tg
z, o -Zgz
�" ~ E� Ssd��k b� 0 8 d ott'm o a �� WW oz8 S
�W} WTLI, w ?F �z ��� �+ �rc�g� w MFR '� a� �� ww ZQ�
�$Ro WW N0. �Inai<�y6 �(( L"auZZ�W�7 §0 J�17f 01 §O �J� Zzv'�
< IR F� °B m W g� Op =�O �O g O ¢�� O U aW� J a a� 1~AW KfFN
O '6 < 0 3gJti 4 0 �-oW ¢ u' mx <t° w Q
J ;ob 613i� >> �� °!L w�' =��d 8� MM < ua m� w a'Z ~o �a��i
C�� a��u �a S' ��� gb Q �c i �Wy ~ >�f.� � ZZ a)nI
-�a¢ ojCn_b �- i ��� �u< ap °mow D��rli ia�t�' O ,wn��iil w UFUOi o� �Z3zo¢
w� Uo Jb ° ; 8 bZ� o� <Q a°C� s� ot?b�iaY Foy. "' _<� N �� z �FO v'W� kww o
c7
yo $ '� S iSu �i 8 Ezw zigW <o „oz z k�e Pi �NSZ� = v a v, Nw� W z �.+ Sy o
¢� vo (w.x� o �z_ �9 ~d < az Ev�< �N G N z?oa �d� ¢a }U ° �n `So o: YS �"o r
LL) ao .a is KI g u z �- 'co �`..'waw o za z�" w "' m�v�ioin < §Va ° 'o ma 0 b 1
°o °ma rjF 6 _ § xi b bi d �< 7 � y �moZ h1 z�U �~ z rn ��� z �)Uaa ¢ �a
¢co ¢v� a <�� ' �' °' b W W? �g° 6°�0 u f% b' o j~a gp PUW U)N zU
�-'w O ' N� m� ¢�b � �w °� 36~ < �k� v.rU s3=NZ a o 6zo m ¢,gw < � <z ss
�V �`3 aBi Hip
€ € � °i�� t <SU �i €� 7w R' a k' > iio K� a Zip w O w m w xo Y e
m¢ I I ��F~ -zs yr �% ° 601 aN a? < H < a z 8 t=i¢wF VWgd
rn Fa`z b 2 �� � 3 0 z F� a zg aU < <'. x a��w <�' �am o �m�z z <'a <kV' q
I zg 3 b €g �Sa^ € I-� g 5 zo oznz < � o_p o Fp w < �-
�°' -smE r�doo 4Sff d �Qg ��i��'�nbo ze��b�6a;�3�3 �w� °z Z�i'wf:.i Zo� Zi�w S o.om ¢ _°m ;Z °x
0=fi MOOS < p �< _ o pa as pTn3r�ii ,n U <zo
z
u
O
I � �
%9%
Nay wma }, ~ all 11 NN,. ���p�a� �tj �
o�g 5� SoGT�� Sag=
g 4W
Zz 15 u G Z.%`N
A
c
a
a
�b

L BL6 OAS VOL 3NONCI
39ZBZ OM 3u 1-0
C313" —S NO StOf —S O t ['Z
ONI ON1b33NION3 COW
SNIH33`NIE3`N3
z
I
I
I
I
I
I
a �L U d
L x 0- I (L � Q
J
>
_ pa
(NOIIVOOI XObddV)
NOLIdV 31J80N00 X3
I =s ' X11 11
' 1111 1p® I
EM = M rdSOdONd l al o
I t zl 1 1
dS ON i X`+
(,szz -x 10g0N1G1lna
XId N3dC� Q3SOdO2Id
II I �g \' III 1 II
Q. i I I pIN i gN II
N ` I
� 11
` ,I
III ' I I 2 8 r � 11 •\
I \
I I III + I � ` \ 1111•
IIII I ,� 0
III I I� it I I r) \ U I
11 II I j \ cn0�
I I IIII I I I
q \ l
\I
El
I V 1 Az-HRTF
Z 1yK�a �cFi o a J=JWV
-m f- QWZ� J�Q F N zW0 V OO Z ZmNp
oWrn `vio� c lya Uzza z �- z m nm.
g� Ivl ooh ,3 pwOZ oZ
p a
a'6 gw�JZln�
J =,o 7�pzZ JV Ix OZ DeV wz °�n'"QNmz °a 5 oom LOP >a
¢QQ, ciF'yyobm, � k F�3< S�mwawaa� ~IY "o as om <8m�
�00 �ODYd Z(h
¢ � YpJ I may. z 5� =z ¢cio� o F�� �7o i o -x6,au
w�a w a o
zw,<xJ>
zo� bim_
I� Z�Z cmm -=�=ZZ p zoW > - °{[p�1 0
WU wmpS O .- A va OZ=F m�U V� ar1ZVUO Oi< vwiiRS FKOp�pWZjI° -G mma<z
m¢ I I i0 CB'�a�moEai¢ a"�; <.p <gv. w , €pa <Q< °zo=v~ia B
,000wwv°i r °o <�IZ°n z�5�gzFn?�- �wwoZawW zw° �Wwoz� Z
u>� smE Y iuFaa ?sz IM -z
o
o� mo=
O O O 0 0 W
z
0 I
Q
U
c
i
-� �
S8�SZ Ots `3T7IAS'3NIdM
N Z Z w O
0
g'
€ ;
g�
Qdoa XHaN0 AIdHlvmof OSSE
`QH.LIN
Z 04
m
•0N1 1INn sxvo
O O
N0LL3f1,d1SN00 2I03 HSf1
z
0
.LON,OQ AuvNiKiliaud
O
¢
o
^
d
p
m W
r
m
a
Hit
V
V
Ipy
?
Z m m
zo
NOISN`Jdxa (131INIPINf1 S?INO
W 'U
a
O
O
F
3
w
R� in
W 8
8
0¢
<
a <
m
s 0 � W <
V a Om O
z
<
a �L U d
L x 0- I (L � Q
J
>
_ pa
(NOIIVOOI XObddV)
NOLIdV 31J80N00 X3
I =s ' X11 11
' 1111 1p® I
EM = M rdSOdONd l al o
I t zl 1 1
dS ON i X`+
(,szz -x 10g0N1G1lna
XId N3dC� Q3SOdO2Id
II I �g \' III 1 II
Q. i I I pIN i gN II
N ` I
� 11
` ,I
III ' I I 2 8 r � 11 •\
I \
I I III + I � ` \ 1111•
IIII I ,� 0
III I I� it I I r) \ U I
11 II I j \ cn0�
I I IIII I I I
q \ l
\I
El
I V 1 Az-HRTF
Z 1yK�a �cFi o a J=JWV
-m f- QWZ� J�Q F N zW0 V OO Z ZmNp
oWrn `vio� c lya Uzza z �- z m nm.
g� Ivl ooh ,3 pwOZ oZ
p a
a'6 gw�JZln�
J =,o 7�pzZ JV Ix OZ DeV wz °�n'"QNmz °a 5 oom LOP >a
¢QQ, ciF'yyobm, � k F�3< S�mwawaa� ~IY "o as om <8m�
�00 �ODYd Z(h
¢ � YpJ I may. z 5� =z ¢cio� o F�� �7o i o -x6,au
w�a w a o
zw,<xJ>
zo� bim_
I� Z�Z cmm -=�=ZZ p zoW > - °{[p�1 0
WU wmpS O .- A va OZ=F m�U V� ar1ZVUO Oi< vwiiRS FKOp�pWZjI° -G mma<z
m¢ I I i0 CB'�a�moEai¢ a"�; <.p <gv. w , €pa <Q< °zo=v~ia B
,000wwv°i r °o <�IZ°n z�5�gzFn?�- �wwoZawW zw° �Wwoz� Z
u>� smE Y iuFaa ?sz IM -z
o
o� mo=
O O O 0 0 W
z
0 I
Q
U
c
i
VIZZ Od - 8L17 80
ONI s33f13 L138I3
J/ N
�------ - - - - -- 1111 --
I .
1 \
I , I
1
f
\eN
lur
1�Z
IIJI
I II 1
1 I `1
I I rl1
I j I j I Ij I
\ 1
V
zd° Z° '66
N Iwo C`'QUWII�� WQNO{ >{>��NJ
OWN, ��Q�N ZF p��60QZZ
oaz�gQZS3liwmZ�w�wo�R!!1
z � >
,4J0118 G� <nZ a� yK1JJm��pp¢
FQ-�V° WaF j•
vl FZ�ij (�z ° zm ZZ V
z€ gU501.D PPWR— �WJZ�ZQg Vxa
LL
�Q i��niXw UtyWS =NV Z6F
wpoowoZ��a� °Sooe���
�ZpZyFi27D�=N
F
V = a V
00
2
' �mb
bz �a$
Fg Oad.ozIRiw,8� bK� N bw, imk
Kg
Sou b ' � o 'dC �g at
Q>6
>�
a�H
x E5 a
v
®
a
'
z
0
p
¢
o
d
p
m W
r
m
a
O
V
V
?
z
O
zo
g
c
F rn
a
O
O
F
3
w
R� in
Z
8
0¢
<
a <
m
z
<
E
N
a° a
i
a
a
a� a
pWC
o
m<�
of
d
VIZZ Od - 8L17 80
ONI s33f13 L138I3
J/ N
�------ - - - - -- 1111 --
I .
1 \
I , I
1
f
\eN
lur
1�Z
IIJI
I II 1
1 I `1
I I rl1
I j I j I Ij I
\ 1
V
zd° Z° '66
N Iwo C`'QUWII�� WQNO{ >{>��NJ
OWN, ��Q�N ZF p��60QZZ
oaz�gQZS3liwmZ�w�wo�R!!1
z � >
,4J0118 G� <nZ a� yK1JJm��pp¢
FQ-�V° WaF j•
vl FZ�ij (�z ° zm ZZ V
z€ gU501.D PPWR— �WJZ�ZQg Vxa
LL
�Q i��niXw UtyWS =NV Z6F
wpoowoZ��a� °Sooe���
�ZpZyFi27D�=N
F
V = a V
00
2
' �mb
bz �a$
Fg Oad.ozIRiw,8� bK� N bw, imk
Kg
Sou b ' � o 'dC �g at
Q>6
>�
a�H
x E5 a
v

L`61-6 O 15 VD4 3NONd
29LBZ ON -3-01-0 004 315 wa --o —a o l I Z
ONI D- 33NI0N3 y0W
JN1,H331NI,JN3
OX I
I '� ./ i i' t i i 11fI(n ,ru'Ilu''III}Il,n
J /' //
it /ll %�,�
�r✓ J / , //J ,J IlIt i'1101,11114',
PI
1
//211 hjr''ign
�(�(( /,,,r,tM"O 1
iiirrnry�lilrJit1 /) /lliiiiiuii(nd�''lll
will",
1 ' i f � LL " -z i l r l llligrnl�li I'i °1111dP11'ii llilllll�(lllllll
/ 11 � i - ( r i I ��UgPlill(ll JIIIIj11ilAllpltll1l` ,��C.
i , 81111 , 1 III 1
� o.\ \\t \�� \ ,\�
"�.a•\1a e
III` (� JiG�S= �����i�� � /. ✓� J� i � iii / / /IJ, /,/ V ✓ /: /i-��_ \�\� 1 ` I 1 \ 1 +1 11 \ \ = .�\��1J \\♦ \,
II1Vr�_��!�f��'� / ✓/ i�' %�i.'� ,J 1 ,' ✓ / /�l_1tt \�\ I11 + \1 \ \\ �t � ��� \ \�`I
�^ �✓ ,, -� // � ,,; / � \i,,\1 !�, / 1 111 / �- -�
�/-
=_ -_ —_ 1 r`�\ � � 1 r)rl� /// � 1 1 , I I II I, t l 1 1 J I f III + r / ✓ J , , � , , 1 ,
/
It
+(, \(
it I
i/ /1% 1 IX � WI �mi� /�'
1A AA
-
m� \�
d( \p,V \ \lull,d ` \1,Inn
\�ttlt�\,yu1 �_ s= � �4:���: \\\t,�
tl It`\�� \`�� (�// _ _ � \` _ _ 1z� �. ��: '; \� �
II(�rs Ott \�
rr� /�,: �1 Pala`i �„\� �`:o\ ` it, • i_. ' 1 ( l 4 t \ `\
i/� 3'�= _� ==e,`� ' ����` . \
\ l \'i111, +1,11111( «, /'' - _�- -�',�; � „�l`� =sue ��i��.•” °.�. �- �,; \`, .��, ' - -�) �_ _�_ %� J
III III 1 ,� ` .,�,� , /i'��� __ \�� \p \ \` po\ �_ ����,• \`,�n f - -
°c'JJ
-
=_ =�%
- ��a'-����e.�,oill/ �i, :i% rr�G�i�; \�\�11t1 \��i� -^-"— ��. `� � �- _�\C`����� \`. \`��`1l \�` _ \ ✓ //h /till /I ll��l ��lr� / /1���%
—� %%%'��,�� \\ \�7��� � � ' /4 _� � \ \�•`� \�,h� . \ \ \J I (1111
(� <� \��� \\Q\ V\ `\X\
i,\ Jrj((11
\,
IS/ iii— __— _�` "t^-��•'%�'�\ plat +t`ll \1\U \ \ \ \ \ \'\`�:��;����t'1
I�eP_� 1 \�
l �1!`t`\ t \1 \,11'`,1 \�' : % %--- - - - - %• 3� a� °-1�
\' \, \ 1\\� / �� 1
}I� /I 11,,' \` jJl {,1t \���:�! / /ji �J
J �II 11,1,1)�/l,''
n ,r
I t'I'
It
' I I I -"-' - < ` - �' % ��� i' JJ I I r %rte % ✓'
"I-
�_,�
J /' li1jn11`li'1 I Ir /
\ \1 ( I I, Oilll 1111/ J I / I fill /(
\ 1 / Wit 1 111 I t / 1 I I rt r �(
�� ^r ` `t`t / illltillll I( lam' ^ --\1 I Ilflll�\�t11,11 'i/ - >_•_�.
\, ` \�\It
i11i1111i1�t /
1j
j1�1t1�`11t1,iil�� \t'yj(I(
/ 1t \R`�`
,1
Wg //i �, ✓, /�i %i'- ; -_-
�\
i,Jiri /� /��� / %il
/ I I � I u1� \�AVA�� V`A 11 A��V`A�111,VI�t111 ((1111.
o€ R
s8�8z CIS `�I IIAS3ALCVM
z
&
Jb� U1
O
a a
u
c,
UVOx xa"D,NVHIVNOr Osss
F,
m ° •
g$
'DNI `GH11 fgNn SAVO
0
a
8
NOILXRILSN0D2i0d aSf13
Z p,
a
o U
ION OQ'kavNIb1 11"d
4
Z m m
p
NOISNF;dX� Q�LIYIII INl1 SX�dO
V A
4 w Z
Hit
0
a�Ns Q
I '� ./ i i' t i i 11fI(n ,ru'Ilu''III}Il,n
J /' //
it /ll %�,�
�r✓ J / , //J ,J IlIt i'1101,11114',
PI
1
//211 hjr''ign
�(�(( /,,,r,tM"O 1
iiirrnry�lilrJit1 /) /lliiiiiuii(nd�''lll
will",
1 ' i f � LL " -z i l r l llligrnl�li I'i °1111dP11'ii llilllll�(lllllll
/ 11 � i - ( r i I ��UgPlill(ll JIIIIj11ilAllpltll1l` ,��C.
i , 81111 , 1 III 1
� o.\ \\t \�� \ ,\�
"�.a•\1a e
III` (� JiG�S= �����i�� � /. ✓� J� i � iii / / /IJ, /,/ V ✓ /: /i-��_ \�\� 1 ` I 1 \ 1 +1 11 \ \ = .�\��1J \\♦ \,
II1Vr�_��!�f��'� / ✓/ i�' %�i.'� ,J 1 ,' ✓ / /�l_1tt \�\ I11 + \1 \ \\ �t � ��� \ \�`I
�^ �✓ ,, -� // � ,,; / � \i,,\1 !�, / 1 111 / �- -�
�/-
=_ -_ —_ 1 r`�\ � � 1 r)rl� /// � 1 1 , I I II I, t l 1 1 J I f III + r / ✓ J , , � , , 1 ,
/
It
+(, \(
it I
i/ /1% 1 IX � WI �mi� /�'
1A AA
-
m� \�
d( \p,V \ \lull,d ` \1,Inn
\�ttlt�\,yu1 �_ s= � �4:���: \\\t,�
tl It`\�� \`�� (�// _ _ � \` _ _ 1z� �. ��: '; \� �
II(�rs Ott \�
rr� /�,: �1 Pala`i �„\� �`:o\ ` it, • i_. ' 1 ( l 4 t \ `\
i/� 3'�= _� ==e,`� ' ����` . \
\ l \'i111, +1,11111( «, /'' - _�- -�',�; � „�l`� =sue ��i��.•” °.�. �- �,; \`, .��, ' - -�) �_ _�_ %� J
III III 1 ,� ` .,�,� , /i'��� __ \�� \p \ \` po\ �_ ����,• \`,�n f - -
°c'JJ
-
=_ =�%
- ��a'-����e.�,oill/ �i, :i% rr�G�i�; \�\�11t1 \��i� -^-"— ��. `� � �- _�\C`����� \`. \`��`1l \�` _ \ ✓ //h /till /I ll��l ��lr� / /1���%
—� %%%'��,�� \\ \�7��� � � ' /4 _� � \ \�•`� \�,h� . \ \ \J I (1111
(� <� \��� \\Q\ V\ `\X\
i,\ Jrj((11
\,
IS/ iii— __— _�` "t^-��•'%�'�\ plat +t`ll \1\U \ \ \ \ \ \'\`�:��;����t'1
I�eP_� 1 \�
l �1!`t`\ t \1 \,11'`,1 \�' : % %--- - - - - %• 3� a� °-1�
\' \, \ 1\\� / �� 1
}I� /I 11,,' \` jJl {,1t \���:�! / /ji �J
J �II 11,1,1)�/l,''
n ,r
I t'I'
It
' I I I -"-' - < ` - �' % ��� i' JJ I I r %rte % ✓'
"I-
�_,�
J /' li1jn11`li'1 I Ir /
\ \1 ( I I, Oilll 1111/ J I / I fill /(
\ 1 / Wit 1 111 I t / 1 I I rt r �(
�� ^r ` `t`t / illltillll I( lam' ^ --\1 I Ilflll�\�t11,11 'i/ - >_•_�.
\, ` \�\It
i11i1111i1�t /
1j
j1�1t1�`11t1,iil�� \t'yj(I(
/ 1t \R`�`
,1
Wg //i �, ✓, /�i %i'- ; -_-
�\
i,Jiri /� /��� / %il
/ I I � I u1� \�AVA�� V`A 11 A��V`A�111,VI�t111 ((1111.
12k
Z '
O
rn
9
• \ 00
y1�yp.
is
O�
Y
a
\ ' \�I>hl)iT }�i'iijl r, \M \ \C��
'' --JirJ L/j /� ✓ %T'� '�111ji�lUlil�(l;M��(\� \��\ \" `',���,
/
( h �_��1\ 111,11,1 (I
/ / / 1111!0 ,ll
)11 11y� "s li(I��l�(Il,r� = ,g;"u,,, /rrr,
+t1,t,11'i11 �;��! /,ill(i(�l�
%r.G
iff
0
Q a
V
x =�
a � -
C7
W
z
&
Jb� U1
O
91t SqJ
M ft'd
u
c,
12k
Z '
O
rn
9
• \ 00
y1�yp.
is
O�
Y
a
\ ' \�I>hl)iT }�i'iijl r, \M \ \C��
'' --JirJ L/j /� ✓ %T'� '�111ji�lUlil�(l;M��(\� \��\ \" `',���,
/
( h �_��1\ 111,11,1 (I
/ / / 1111!0 ,ll
)11 11y� "s li(I��l�(Il,r� = ,g;"u,,, /rrr,
+t1,t,11'i11 �;��! /,ill(i(�l�
%r.G
iff
0
Q a
V
x =�
a � -
C7

L6L6 OIS Vol 3rl- -d
Z9ZBZ N —1-0
OO9' —S n O C31-1 -0 n38 ❑ I I Z
0NI 0- 33N10N3 yOW
EJN1:133N1E)N3
z9 )X I
n
994z Dx `aZ1ins3ruvM
U N i 15
o ° 9
E`
UVOx MMO xvx .VNOf Osss
Rn Wg
4 •
I.
NO IXI'I.LSNOD 2iOd HSf1
i"
DNI `(�.LImril' f1 S)rvo
4
91
��
L i�
.. ON OQ ANVNIY�II'Idwd
$ ��
� ,�
E--4
'° �./
1 �
�u
�ii�i
7d GF
MMM
�
py� e0 •i.
■�'°' � E� +� 9�
N
�y�<y!'
?�y S1�Ui
H
dY�#r
GO
¢
= m m
py
NOISNNdXH Qa.LIIAII'INf1 S"AVO
A
u Z '
a ���
w
o
N 4`
NO
lid
•
SIC)
O 5
n
E`
j
Rn Wg
�� R�
4
91
��
� ,�
1
'° �./
1 �
�u
�ii�i
7d GF
MMM
�
py� e0 •i.
■�'°' � E� +� 9�
N
�y�<y!'
?�y S1�Ui
H
u Z '
a ���
_ b`
115i
lid
•
SIC)
I
Rig
3
m
C
fL
�Ee
-
g3"�Z
p
s<
O
�QA
�J
iG
IFFK5 pp55
j
ksp p �6 �b
all
b g
ulp
D5;, i •�
w
>
o�
a
� °
1z
:3
w
i8
C
of
a a
<
n ;zi�
„8
Aga
NbP12 1
4—I
w
=■
�i
H
GS
�' a�
�'�
ate°
b
a
§
€'�oz�z
$ z�
U'
z
e<
A
�$
R s
b
O 1
9g gig,
9 ��vT w1�
a
g8,;Q
fl i
I
��a'
z
Ryas
H
y
le
rn
m u
z
�
p
iN
U
U
.y
w
u
O
r.
U
0
ea4
g
133tlLS mend
r
p h 9
g
6 W g
S
li A
B b
-.
Eli
F
I
w
Z
d" "fib
lilt
k
gg
fSgG yaJ
yMF1 I
eg
I'.i N
Z
R
G
.i�
M 1
W
8i I
p
`�
O Z
�Lj I
z
4 d
�t�p
�b � •h�
`��aQ
b�
b��E
I I
�
66 ���
D
�I
�
� �'� � _
p
� � "".III
wn .9
I
C/7
3=
��..0
•S �gE{2$ b '6�
g
i N
`�
s
�
l
al
in
661( �J1 _ �
_ N n • n
rx'
4 6€
N9 y� bR
fi
14c�
l y r
u
Z
I
��
12-1
I
{
(wn
Z�
'
�
yy
�R g�
I
�
���
a
V ,
W �
oU
y � dab ��� dg
� + a tl I I•
�"1
b ao
b
w
gQ� e . Ih
< tl
e
Big `��
n
l
c
pgs R
a 4
6IpB �{4�7n O6 a
y6a
k �Eef
p b>
,d9�u
<
1 <mk
� If
(�j
11
C,J
x
• bA �'
I'S y6 M �
h` I g�
gdg � ga� yg'
C
Iv
b &
by k �
3�gg �� a
4 " - �
i q
bb
�hI
q IIIMMM j
kk $ '�6 � � �dg
S log �b 1� h� h� &I � $
��
Yy
$ I(
$AEI � g:
�
hg�, ]�€
h
I' RI I's
�g
_ � g AEI
amb
Y jbssi
d
b sx �b
�� �11h��
�_
€�
<m�
_ N A. d d n a
- N A •
N n . d d o d d

L6GB ❑IS VO4 3.0.d
L9ZBZ ON 3- 0�-VH0
004 315 .0 .J 03 .3E 0l I z
..I ....... 10.3 ,0H
S NIH33NISN3
z0
X 'x11137rtl
SAYafmiX i0 NOISIAIO
'•€
s8�8z �H `a I IIASaI�IVM
NDIIYlU0d9NYU1 i0 1a30
YNI,OIM N180N
i0 azrla
Sdazs 3ND19ONls 30YIINNO
aoi ONINMIO aevaavla X9I,aX3
p
�
B
G
BB
o °o
avow xam Nvxivxor oM
C/1
k�E
9�
1 -�
•
'Hoa
�NI `ud LIY�iI INII S?I�70
aECA
_
SSA8R=
8
NOI.L7MUSNOD HKI
°°
FW-+ �
o
NA O,e`A5G'Beandgd
ION Ou 1kHvNIw11Id2Id
Eefl
oar
I
QC�
,
NORTH
DEPT 'OF_TRAN9PORTATI011
DriI8101/
STATE OF -
wroLtw
OF MI[YQlAYB
ENOLIBN STANDARD tl1AWIND�FOR
DRAINAGE eTRUCTURE STEPS
Ip
f0
Q
- MLEIOX,
x C
iaa
o
>>
° m D
Hit,
NOISNVM QdZMI'INa S)fvo
A
saeeeeaeaeae
W
Z
X 'x11137rtl
SAYafmiX i0 NOISIAIO
m
NDIIYlU0d9NYU1 i0 1a30
YNI,OIM N180N
i0 azrla
Sdazs 3ND19ONls 30YIINNO
aoi ONINMIO aevaavla X9I,aX3
p
�
B
G
BB
w8Q
$g
k�E
9�
1 -�
.�_nRRRB...
a
�K
aECA
_
SSA8R=
::BEER
°°
e8A8881)88888
NA O,e`A5G'Beandgd
Eefl
oar
I
QC�
,
NORTH
DEPT 'OF_TRAN9PORTATI011
DriI8101/
STATE OF -
wroLtw
OF MI[YQlAYB
ENOLIBN STANDARD tl1AWIND�FOR
DRAINAGE eTRUCTURE STEPS
Ip
f0
Q
- MLEIOX,
x C
iaa
1pilpll Bit
gg ggg�' gill,
44 Y E? will TIYI P9111? il41
D N 'MJ131YN - o S�
6AYaXDIN i0 NOI8IAI0 n m gem .0 NNNN .LI arnD Ym a m I
NOILYLIL7dSxIU1 iD 1d30 m
rxil0MI0 xtaoN ATl1YNON3 313N�01 18'Y09Nd
i0 31YiS - IDi ONIGVUG GUYONYLB HS1,0N3
C^ ,7,1,1 aaaa8
a g L �RgR_ v4
� e a
p9 p 13 yq g
'���g @oe4 tl I153Ee ��p?e
g�c��egg3�Eg ii?
y,y:+6989666 �e1e�yp= Ey�� pa.
JgY[l 2 CL IF W
HER I
Pa3 Ie €'oRglB L: Q $ �---- �� o
p p a A4�ERptic � a ice '� z eR P � '�� 5�� ' ( —
ILI;wS
I y ? D
0
�. � sagggg >< � N p loll; l
'v V o 3 g ��as, a4� j wilaE -,
°g igh
= g 9 a C
I ire
now
SAYAWN 'a NDISIAIO 9l OPe Dn 14 on 8 000 ale Knm San Hu r€ � " Nd
NDUr"IXM Nl�mN la3a 831"9 ONY mm" 131NI, aoea � $ � s� � e� � � v y f
Qr
w 3lYlb IDS ON'Iw G DIP/@,Yle X91,01!3 qq.* m S €
STATE O fiRECU aTCONCR CONCRETE ND FOR `Om .v ? -8183 F1 AIN �NI
NORTH CAROLINA PRECAST CONCRETE ENOiALL - a
DEPT iF NRANSF'mTAT FOR aNDLE IL" T1XN T2" PIPE GO am. -m W+N _ YS
RALEIGH. N C 4-1" " E:
11 LL 8 L 3 t d mR
1 1 U.0 Iba A
w� a
F,
Ail;c,€ x z
_ 'x =
y DPb3 p Bc y��3d
YlXga
cd
L) W ° n En $ �yN y ,TJ� qg yp8
a¢e�y�Nl' 4 IN (g5W aEG �'f
NJ
�qF
1
gDa
�� 1 a °• �] N011 NATCE�V1�OLINA ENGLISH STANDARD DRAWING F011 ' .9
II FL OiIOP INLET Pitll� AND ORATES
DEPT IG l FOR USE WITH STO Dva 9 601 f1 MD a" 15 e
z RALEIax. N C
l4' 61 y 999
b�FO{� ��g �xB��p� ��g I �88Ng�8��`Ng � ,11', x I�g
O N 'N9I3TIU a b i 1b jTJ�sg�y R
i eADa0 N iD NDI61nia Sate .00 li l .eL tltl@ � � e P N P §Tj p &
`e m IDIly i0 la3a 13'INI dOEO 313EDNOO N 8' _ g� ya�E.]j a$� y# R� 8 ° €
i0 31v1B W04 SHINNING GUIROWIS H81101H gq (E� R6 gyg 4® p
a N v1 m g i a�t Itl E .R� •B b s 8 Y![
1, E
wi> �A�I?2�Ito
BURP
a �ygyy�• g � �_
Ye A e 7 GI s €� N
"IF it's x g gggg$Is jai pg 4N,N
JAN@ 8 N Pai' N �bg�ga i "g
N
@spjp fir
JAN YZ 105-s ,
p9 c .11.1.11 HEM °a 511 I'll R81! 90 I' lg H
y a _
�A P `EIIcI=ii9a'� all • • G' Gi
s 33 °
N� O g3 {1�6��`rtl g; s Z Sgt! €gi
° loll g{ a
6
ME N _ "a
I-'I N Y i I•a• Z N a r. N i
a u ,im i 11
LRg q
u
y w pc, Nil a
BTATfi OF FrM IBM STANDARD DRAWING FOR ' pa al 91
TM uA011ru CONCRETE DROP INLET Rag~ t�ll!'1
DEPT OF 1MNSPORTATION 12',TNRU 30' PIPE pp f fil' R�
DIY78101/ DF HI ®OHMS iy® tlsa u
RALEIOX, N C LEDD 6! E3a 9a 89 Y3'aj 3eE93
RE
�88e
AAeeeo
G
8��88'Y889
w8Q
.�_nRRRB...
aECA
_
SSA8R=
::BEER
°°
e8A8881)88888
NA O,e`A5G'Beandgd
' a
oar
-ee
Ae88:8::
9.
^!
aseaaaassees
saeeeeaeaeae
�Atrese:seeere
tp
°E8°

Corps Submittal Cover Sheet
1. Project Name: Oaks Unlimited Inc., US Hwy276, ( +/- 9.7 Acres)
2. Name, Mailing Address, Phone Number of'Property,Owner /Applicant
Company and /or Name: Oaks Unlimited, Inc. Attn: Mr. Joe Pryor
Address: 3530 Jonathan Creek Road, Waynesville, NC 28785
Phone: 828 - 926 -1621
3. Name of Consultant/Agent: Jennifer L Robertson
4. Related /Previous Action ID number(s): no previous Action ID's
5. Site Address: 3370 Jonathan Creek Road, Waynesville, NC 28785
6. Subdivision Name: not a subdivision
7. City: Waynesville
8. County,: Haywood
9. Lat: 035.340811 N Long: 083.010222 W
10. Quadrangle Name:, Clyde
11. Waterway: UT to Parks Branch (C)
12. Watershed: French Broad River Basin
11 Jurisdictional Features on the Site: ,(Approximations Only)
Stream Length: 677 linear feet
Wetland Area: 0.261 acres
Open Water Area: no open water acres
14. Requested Action:
❑ Nationwide Permit #
❑ General Permit #
® Jurisdictional Determination Request
❑ Pre - Application Request
The following information Will be completed by Corps office:
AID: Prepare File Folder Assign number in ORM
Begin Date Authorization: Section 10 Section 404
Project Description / Nature of Activity / Project Purpose:
`Site /Waters Name:
Keywords,

T `\I /1: 16k, ti
Wetland and Natural Resource
Consultants, Inc
April 8, 2014
WNR Project # OU -1000
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. David' Brown
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
Re: Jurisdictional Determination Verification Request
Proposed Oaks Unlimited, Inc. Development
'Haywood County (Tax PIN: 8608 -56 -7108)
US Hwy 276, Jonathan Creek Township, Waynesville, NC
David:
Wetland and Natural Resource Consultants representing the property owner, Oaks
Unlimited, Inc. at 3530 Jonathan Creek Road Waynesville, NC 28785 are requesting a
Jurisdictional Determination Verification for the above referenced property. The contact
for the property owner is Joe Pryor and he can be reached at 828 - 926 -1621. The
applicant and the owner are one in the same. The property is located at 3370 Jonathan
Creek Road (US Hwy 276) in Waynesville,, NC.
WNR staff completed a detailed delineation on the parcel on March 4, 2014. Our
findings are approximated on the attached delineation sketch (Figure 1) within the
stream / wetland report: Herron Associates'has surveyed the stream and wetland flags.
A copy of this survey is also included for your reference. There are 0.261 acre
(11,370.04 square feet) of wetland, 323 linear feet (0.02 acre and 851.3 square feet) of
stream upstream of the existing culvert, 20 linear feet of existing culvert, and, 334 linear
feet (0.076 acre and 3305.05 square feet) of stream downstream of the existing culvert
on site. In summary there are 0.261 acre of jurisdictional wetlands and 677 linear feet
of jurisdictional stream on ,site.
Directions to the property from the Asheville Corps office are as follows: travel west on
Patton Avenue toward south French Broad Avenue, merge onto °I =240 West via the ramp
on the, left toward US-19,S/US-23 S/W Asheville, merge onto I -40 West via exit 31B
Mooresville, Office
3158 Charlotte Hwy
Mooresville, NC 28117
704 - 512 -1206 mobile,/ 704 - 663 -2927 fax

toward Canton /Knoxville, take the US Hwy 276 exit 20 toward Maggie Valley, stay
straight to go onto US Hwy 276 S /Jonathan Creek Road, make,a u -turn at Rail Road 2 to
go onto US Hwy 276 N /Jonathan Creek Road; the property ,is, on the right. We can meet
at the driveway entrance into the property on April 10, 2014.
The enclosed documentation Is provided for your review:
1. Completed Agent Authorization form
2. Stream and Wetland Delineation report (sketch map, tax parcel map, USGS
map, WSS'map and legend (aerial); NWI map (aerial), and DWR -WQP
Stream Classification for Parks Branch
3. Hydrologic flow pattern map
4. Parcel Survey and Delineation Survey
5. Wetland data form, upland data form, Corps stream ID form, Corps stream
quality assessment form, and DWQ stream form
6. Representative photographs
7. GIS Flood Map
Please correspond if we need to provide any additional assistance or information
necessary to assist you with your review and, if possible, expediting the issuance of the
requested JD Verification. 'Please feel free to call with any questions or comments. To
confirm we have a site evaluation meeting scheduled for April 10"' at 1 pm.
Best regards,
�&"+ d" ,w-.
Jennifer L Robertson
2 Mooresville Office
31 %Charlotte Hwy
Mooresville, NC 28117
704-512-1206 mobile if 704 -663 -2927 fax

W, N-;t
Wetland and Natural Resource Zv; •.: -' =-
Consultants, Inc.
Department,of the Army
Wilmington District, Corps of Engineers
Attn: Ken Jolley, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402 -1890
-and -
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers; Streams — Compliance and Permitting Unit
Attn:'Karen Higgins
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
I, -the current landowner, lessee, contract holder to purchase, or right to purchase holder
of the property identified below, hereby authorize Wetland and Natural Resource
Consultants to act,on my behalf as my agent during the processing of stream and
wetland delineation approval and /or permits to impact Wetlands and Waters of the US
that are regulated bythe Clean Water Act and the Rivers and Harbors Act. Federal and
State agents are authorized to be on said property when accompanied by Wetland and
Natural Resource Consultants staff. Wetland and Natural Resource Consultants is
authorized to provide supplemental information needed,for delineation approval and /,or
permit processing at the request of the Corps,or,WQP.
Property Owner of Record: L04A5 !. , l.�-140
Wt C_
Contact Name: 7r. �r r
Address: 3530 X 01 *-4 41-L 6-eA /1X
Address: ✓: t l e ✓1' C Wig? V5
Phone Number: $ $ q2 (¢ -I&;)_1
Fax Number: M3
Property Name:
Project Address: 33-70 1 n ,4- "►t (:5r-e -Q_4-
Project Address: L).5,✓,- lip.. ✓l G �K 7R'j
Tax PIN: /J
Signature:
Date: `i
Asheville Office
775 Haywood Road, Suite D
Asheville, NC 28806
Phone: [phone]

Stream & Wetland Delineation Report
March 6, 2014
Prepared For:
American Builders of Anson, Inc.
and
Oaks Unlimited
Prebeck Hwy 276
9.6.98 Acres
.Jonathan Creek Township, Haywood County,
North Carolina
Prepared By:
Wetland and Natural Resource Consultants

Summary and Map of Findings - Wetlands and Streams:
WNR has conducted a wetland evaluation of the above referenced site for the purpose of identifying
the,presence of surface waters and wetlands subject to federal and or state jurisdiction and
permitting requirements under Sections 404 and 401 of the�Clean Water Act and the State of'North
Carolina's Isolated wetland rules.
The limits of jurisdictional wetlands and streams are'depictediln Flgurel Jurisdictional Determination,/
Field Delineation. This determination is subject to verification by the US Army Corps of Engineers
and, in some cases, the State agencies charged with the protection of surface water resources. The
base map was provided by Mc' Engineering, Inc.
Public Sourced Natural Resource Mapping
The approximate boundaries of the evaluated ,sit e are depicted on the attached public sourced maps
and figures. WNR makes no representations §relating to the accuracy of baseline data and layers
depicted on these maps and figures
County GIS (Flgure,2)
Relevant water resource layers and hydrologic layers have been activated for this figure.
Water resources depicted on this figure are' not typically field verified but rather they are
generated at,the county's direction and are mostdikely based on other publlc'sourced maps
or by GIS staff photo- interpretation.
USGS Topographical Map (Figure 3)
Generally, a feature that is depicted in blue or magenta Is`a water resource. However,
some of these features may not be jurisdictional resources -due to complex nuances within
the regulations. Additional jurisdictional water resources may be present though they are
not, depicte&on this mappmg,resource. Wetland and stream jurisdictional determinations
are based on field evaluations not merely the,presence,or,absence.of blue or magenta
features depicted on this map.
Soil Survey'(Flgure 4)
These maps generally depict large scale soils characteristics within the evaluated area;,
typically, the maps do not show specific soils units that are less than-two acres in size.
These maps were,not intended to be used to define jurisdictional wetlands and streams but
this Information is useful to professionals familiar with,soils types and their characteristics.
Dashed lines on these maps depict areas of consolidated run -off flow,and / or streams which
are often relied upon by state and local governments for determining stream buffer
requirements. As with the�USGS maps, the field determination is the basis,for the findings
In this report.
National Wetland Inventory (Figure 5)
These maps depict wetlands based on US Fish and Wildlife Service criteria; they are not a
substitute for a field evaluation.
Division of Water Resources, Water Quality Program,Stream Classification (Figure 6)
FleldEvaluation
The field delineation of assessed jurisdictional features was conducted utilizing current
methodologies which are consistent with those outlined In the 1987 US Army Corps Wetland
Delineation Manual, the Regional Supplement of the Corps of Engineers Wetland Delineation
American Builders of Anson, Inc and Oaks l`Jnlimited, Haywood County, Prebeck Hwy 276 - Page 2

Manual: Eastern Mountains and Piedmont Region (Version2.o) April 2o12, post Rapanos,Supreme
Court decision, guidance (2007); other RegulatoryGuidance Letters provided by1he US Army Corps
of Engineers, and the latest NC Division of Water Resources, Water Quality Program, Surface Water,
Wetlands Branch, 4o1 and Buffer Permitting Unit:Methodology for Identification of Intermittent and
Perennial,Streams and Their Origins (V.4:1i,,iolo) — effective September 1, 201o. Evaluations and
assessments regarding jurisdictional limitsband permitting requirements made by consultants are
subject to verification by the US Army Corps of Engineers (Corps), the NC Department of
Environment and Natural Resources,.Division of Water Resources, Water Quality Program (DWR,
WQP), and other appropriate, state �and local regulatory, authorities.
Upon review of the existing site conditions and expanded area reviews of the enclosed natural
resource mapping, it is our assessment,that one jurisdictional surface water is present in the,form of
an unnamed tributary to Parks3ranch, a perennial stream (perennial -relatively permanent water
(RPW)) as approximated on the attached sketch in Figure 1. The DWR Water Quality Program
classifies Parks Branch as "Class C" waters. The feature was flagged in the field with orange and
yellow, sequentially labeled with an alpha - numeric system (CH 100 -121).
Additional drainage features determined to be "ephemeral" channels,are assessed to be non -
jurisdictional, "non- relatively permanent waters ". We,recom mend that formal written concurrence
of our assessments regarding the jurisdictional status of all drainage features on site be obtained
from the Corps. The formal final,jurisdictional determination will be valid,for five years.
Potential wetland areas on the site were.evaluated for the presence of hydric soils and evidence of
wetland hydrology and vegetation. In these areas, hydrologic proof would be the existence of hydric
soils with oxidized,root channels in the uppertsoil'horizons that have low- chroma matrix colors.
Indicators of hydrology'may include water borne deposits, drift lines, scour,marks, the'presence of
crayfish borrows, or regional indicators of soil saturation. Based on site observations, it was assessed
that one jurisdictional wetland exists on the subject property. This wetland is located where the
unnarned,tributary flows onto the property. The feature was flagged, in the field with orange and
yellow, sequentially labeled with an alpha - numeric system (WL 1000 - 1030).
Wetlands Permitting
Many constr,uction.activities within jurisdictional wetlands and stream channels (collectively referred
to as Waters of the US) require written authorization by the Corps and / or State,(DWR -WQP) water
resources agencies prior to impacts.
Permitt ft in North Carolina
Impacts of 150 linear feet and less to the identified streams and fills of less than 1/101' acre of
jurisdictional waters and wetlands are typically standard to permit under the Nationwide Permit
program, and may not require compensatory mitigation for impacts. Impacts to 150 linear feet of
stream up to'3001inear feet of stream and from 1110 to % acre of wetland impacts,may -be authorized
under the Nationwide Permit program as well, but a more thorough review for avoidance and
minimization of impacts will be conducted by both the Corps and the DWR -WQP. Compensatory
mitigation will be required for stream and wetland cisses under this permitting scenario. Unavoidable
impacts that exceed these thresholds ,,may only,be authorized under an Individual Permit and'Water
Quality Certification, and these permits involve public notices and comment periods and may'involve
public hearings.
Once an acceptable {site plan is produced, we,can assist with the pre Paration and submittal of a Pre -
Construction Notification (permit application) to the Corps and NC DWR -WQP if it is determined that
American Budders,ofAnson, Inc and Oaks Unlimited, Haywood County, Prebeck,Hwy 276- Page,3

impacts are unavoidable. The likely Nationwide Permit that is applicable for commercial development
is Nationwide Permit (NWP) 39. The Corps will review the application for eligibility under NWP 39
which includes a review for impacts to cultural and historic resources, natural heritage resources, and
threatened and endangered species. Upon their determination that the proposed development is not
likely to adversely impact those resources, they will issue a permit verification. NC DWR -WQP will
review the application for impacts to water quality and aquatic life. Stormwater control and
treatment design will be reviewed by the local delegated authority, if applicable, otherwise the North
Carolina Division of Energy, Mineral, and Land Resources will review stormwater plans or in certain
instances NC DWR -WQP may review the stormwater plans.
The following links to the full text of the Corps Nationwide Permit 39 and NC DWR Water Quality
Certification (for residential developments) are provided for your review:
httpWwww4aw.u5ace. army.m OkETLANDWermits /N_W�NWP2o�z NWP - 23,pdf
htt ortal.ncdenr.Drg/ web /wq /sw_pjws cecertsandpermits /gcs #Nationwide
This concludes our initial assessments of site conditions. We appreciate the opportunity to provide
these services. Please feel free to call with questions or comments, or if you wish for us to secure
concurrence of our assessments from the appropriate regulatory and/or resource agencies.
Jennifer Robertson
Principal, WNR Consultants
American Builders of Anson, Inc. and Oaks Unlimited, Haywood County, Prebeck Hwy 276 - Page 4

Jurisdictional Waters,of the US and Wetlands
Maps and Figure
American Builders of Anson, Inc and Oaks Unlimited, Haywood County, Prebeck,Hwy 276 - Page,5

n
ro
CC
Z
bjDN
L
7
L
p D 0 d
H D — d o
m L = O
N A t N y
r= =m�;E
F Q' z- U N
d � C N N
y 9 d p N G
m NN N L
Z a N p �> CO
o 8 o
ro�E�Z'`3c°�
2Q
t C C
`5 0
_E w 2
v
m
0 on£ c4 E
4`
a
O
U
'a
O
O
3
Q)
N
Q
C
0
rn O
U
a
o
0
c�
t
a
a�
m
a�
c v
a� r-
�o
= (13
M
cz
CL
N
3
Y
U
N
U
i
n
C
O
U
O
O
3,
a�
E
-c
Y
cz
O
C
U
C
C
O
C
Q
O
Ch
N
m
c
cz
U
Qi
5r
4

a
ro
V)
V
-J
C
O
V
O
O>
J.
ro
2
N
N
L
L7
R Q O
LO
I�
O O T
M
y ��Z
.p
moo\
W
Lo
d LO
O
C:)
T' N �t�`
m N
co
E
rO61) Dej 57 -1,444
0
a
r
r
J
�
S
r
r
/
r
J
1
r
�
I
J
J
`cam
co
� `
r
!
T co
W}
Q
CD
OjG
rIJ
J T—
J T I
,20�
T Li i
C6 T
W
r\0 r)
N
S 00
L3 T
LC O
s
p m d
m�
_ p L
Al
vg
v m m
CZ
d v
z °�do8
am- o0
n N t C 0 C
L
m•k 0 . E.
Ed_ o� =c N
Um N U m U
CO N °
nfioE� 3
0
Q)
a.
C
0
U
0
co 0
C7 c,
cz
�1
0
V
0
0 cn
3 a
O
2 c
cz
U
C
L
� C
O
cn Qo.
g 0
c 0
0 _0
0
rn U
a m
o
c
c�
m U
= N
E
w Q
.fl
a
m
IM
Q)
Q. � a
N �
O O
= m
Z M

�
/
%Uq6.
Q L
�
O
CF)
T- LO
` \ ?
#
(0 /
�
�
L6 C)
I
Q OD
�
C,
L—.
z0
�
k
2
■
�
0 A-
IL
t
2
§
CL
CL
«
�
Go
LO
(.0
C%4
k#f�f
k!; {f # ■)
a=211 f z!, q
&lrk :E »a D
_
la•$:| ,
22���
R
k\ /(
3
§
£
±
�
�
E
_
0
U
70
o
_ o
cz
0
U E
0
cz
2
0
2 7
d
_
\ /
CIO E
a «
/ o
� %
\ U5
'r3
\ §
n .g
/ J
\
\
\\
■ � \
x

37 34' 14"N
35° 34' 1"N
Figure 4. MRCS Soil Survey Map
Soil Map— Haywood County Area, North Carolina a
.. a
317040 317090 317140 317190 317240 317290
3.
to
Map Scale: 1:1,960 if printed on A portrait (&S" x 11") Spec#.
N Meters
0 25 50 100 150
Feet
0 50 100 200 300
Map proje�on: Web Mercator Comer coord'nates: WG584 Edge tics: UTM Zone 17N WGSt14
0
35° 34'14" N
�i
0
�i
I
rTi
0
ri
0
rri
F
�i
0
M 35° 34' 1" N
�i
317340
3
fn
USDA Natural Resources Web Soil Survey 3/6/2014
Conservation Service National Cooperative Soil Survey Pa e 1 of 3
American Builders of Anson, Inc. and Oaks Unlimited, Haywood County, Prebeck Hwy 276 - Page 9

O
C)
CCL
L
r-
N
3
U
N
CL
C
O
U
O
O
CM
2
N
E
Y
ca
O
C
cz
U
C
C
O
N
c
Q
O'
N
O
W
C
cz
U
I
v M
0 0
N N
M N
Q.
\m
Z
U)
U
y' o
2 �
U
_ m
o y
N a
d' O
?�U
m
c
O
m
Z
d
v
N
d
7 N
O C
O
� m
� d
7 N
R O
,Z 0
q
C)
C)
m
C 01
—
m m
o
N
0
00
of
p
m
C
p
C
°@
7
mN
Cp m
>
°0
U Ol
` N N U
drm'm
m
a
m
N .O N
3c
U°
CO
C U
N
o L d
7� O
N
C
N
N 7 C
C�
N
U
U N
m
'm0
In N
L N
N "0 N E
W
m
N
m E
— Y
CL
O a
U N 7>
,E
7
C
7
N
U
/1
O_
r
N
O CO E
Z
`°
(D
nmm�
w
N
° -0�
La�_,m2
N
a
E
dN
O
`g
a m
N
Z aM
(D
C Q N 3
Q
Z M
p
M('
w
d
N
E m m d
mE $
N
a
4) N
c
a N Z L
Z
m N
2
U 'E N
O
' aym
E
-
,
Q
3 °o
f0E
` c
'IL
m
a
m
l6
N y
a N
o o
j
N E 3
U �p�
p C 4%
L3
:310
V
C.5 N
LL
4)
a>i
�pNO
c
°
N3d)
a) c�cma
Epp-
U�
oc
y
o
o.
E�md
y0E.0
Z
LO
a
�m L'
p O N
N
ma2
d' L
L
�ooym
7 N U p m
N
_ N
L
p 0
_y
N
v
N L .y T
IL
E
C
d a o N
N
U
N
N
N
Cn N d O
— Z O`
a
N a
N
a
N
N
-0" d E
ay
Q
0
U
E
w O.N
l0
l"=9�
N dQ O C
m N
=>
N
L N C N
CL
n
m° m>
Z E
N a" U w
m
m
°- -00, O m
N
m
E m
C E 'C
a�
>•
m N
L N Ni'O
v�
O1 d
`m ,N
m
s
O m C
>.
N
—
`o -a L a
"F-
C N,
O. m T
ZU),
N U f6 m
0
N f0
N C)
Q
m
£
O a g O
°a
3
W, y $
pis
T
m
m in
wLa i
`E 3 c
a
c
'y
.N.
m
y
n.a
Cl c
,E
d,
p Q O
a
Q
,�>
a
m�
m
a
r3i�n
°
me Er
myUN
umi°
mm
c°iUo
7�o
�cN�°
CL (DU
aa�
N>
NZ
�m
�
m
L
F
C m o
wEaN
N N
aE
p N p
u1 >iU
m O N d
2n�QU
L )
F
O 3
In (n
O
fA `o
dEmE
m O L O E •�
�c4 FU o
N
d
a U-
w
c
U
m
r
a
T C
C
Ol
S N 0
O1
co m
¢
a
p p J
a m
N
y
E
m m O p
'o
t
T
U
l0 N
Q' O m
m
N
> O to
fn o it
S 5
¢
c
W
11D
Q :
;
w
c
v
k
W
J
N
Q
S
C
O
UTl m C
0
a
l0
a
!n
C
o c o
vi
a
3:
v
G
N
y
a J d
... .. ..
N
0
~O
E
<0
�.
N 41
f0
a
v
O
c
c c c
> > >
m Cl. m
>
a a
m
m N CL
a > _
3 N
o o
m
(j
7
,�
,w
o
O
a a u!
N m T d
a
C
vai
Q
O
t0
2 2
li O
fn
l0
N N -
> �N C
O E
LL L
> t2
>
°
C
d C
iN
O
U
C V d L
- C >
> C
y U
0 0 o
U) (n fA
c O
G m
O
m U
W
U U U J
m
J
d
d
'O
d'
m m
N N !n N
fn to
ro
a
S
6
le,
c� \ 0
iR
�y
y 3 a
�p
0 X • ate
^�
'V 4(
®®
�+
X �
b
Q
to
O
C)
CCL
L
r-
N
3
U
N
CL
C
O
U
O
O
CM
2
N
E
Y
ca
O
C
cz
U
C
C
O
N
c
Q
O'
N
O
W
C
cz
U
I
v M
0 0
N N
M N
Q.
\m
Z
U)
U
y' o
2 �
U
_ m
o y
N a
d' O
?�U
m
c
O
m
Z
d
v
N
d
7 N
O C
O
� m
� d
7 N
R O
,Z 0
q

Sod Map — Haywood County Area, North Carolina
Map Unit Legend
µ, ° Haywood County Area;_North Carolina (NC606)
_ k
s '-Map Unit Symbol _,'
Map`Unit Name 1
Acres i&'AOI
Percent of A01`
BkC2
Braddock clay loam, 8 to 15
3 0'
314%
percent +slopes, eroded
BoD2
Braddock clay loam, 15 to 30
03
28%
percent slopes, eroded, stony
DeA
Dellwood cobbly sandy loam, 0
01
10%
to 3 percent•slopes,
occasionally flooded
Ds_B
Ddlsboro loam, 2 to 8 percent
39
404%
slopes
HmA
Hemphill loam, 0 to 3 percent
23
'23 6%
slopes, rarely flooded
TrF
Tnmont gravelly loam, 50 to 95
01
07%
percent slopes, stony
Totals for Area of Interest
9.6
100.0%
USDA Natural Resources Web Sod,Survey 3/6/2014
2� Conservation Service National Cooperative Soil Survey Page 3 of 3
American Builders of Anson, Inc. and Oaks Unlimited, Haywood County, Prebeck Hwy 276 - Page 11

CL
ru
a
0
c
v
c
C
(B
4-+
Q1
f0
0
ra
Z
Ll-
L
b4
iz
N
O
cz
d
cfl
n
N
2
U
U
U
0
U
0
O
cz
2
Qi
E
.E
D
cz
0
c
cz
U
C
C
O
C
Q
O
.5
co
c
cz
U
rm
d
a
2
t
N
C c c
Wj o
LL o v c
++
o
t G W N G G
41
Of
R
a L6 W W U. � CL i5
m
RCML
14.
co
a
m
-
a
co
E
"og
0
C
p o0
ne `
E a c -
o�;
cc
.a
c
z
y
Y
L
N
N
O
cz
d
cfl
n
N
2
U
U
U
0
U
0
O
cz
2
Qi
E
.E
D
cz
0
c
cz
U
C
C
O
C
Q
O
.5
co
c
cz
U
rm

Figure 6. DWR -WQP Stream Classification
NC DENR - DIVISON OF WATER QUALITY
.0304 FRENCH BROAD RIVER BASIN
2B .0300
Name of Stream
Description
5 -26 -21
Class
Class
Date
Index No.
Hemphill Creek
From source
to
Jonathans
C;Tr
07/01/73
5 -26 -16
07/01/73
Creek
source
to
Fines Creek
C
09/01/74
Ned Branch
From source
to
Hemphill
C;Tr
07/01/73
5- 26 -16 -1
5 -32 -3
Creek
source
to
Fines Creek
C
09/01/74
Germany Cove Branch
From source
to
Hemphill
C;Tr
07/01/73
5- 26 -16 -2
5 -32 -5
Creek
source
to
Fines Creek
C
09/01/74
Garrett Creek
From source
to
Jonathans
C;Tr
04/01/58
5 -26 -17
5- 32 -6 -1
Creek
source
to
Wesley Creek
C
09/01/74
Beantown Creek
From source
to
Jonathans
C
04/01/58
5 -26 -18
5- 32 -6 -3
Creek
source
to
Wesley Creek
C
09/01/74
Sugar Cove Branch
From source
to
Beantown
C
04/01/58
5- 26 -18 -1
Creek
Parks Branch From source to Jonathans C 04/01/58 5 -26 -19
Creek
Nelson Branch
Cove Creek
Messer Branch
Right Fork Cove Creek
Moody Branch
Morrow Branch
Wright Branch
Laurel Branch
Panther Creek
Rocky Branch
Rathbone Branch (Grassy
Branch)
Arrington Branch (Rogers
Branch)
Fines Creek
Sally Branch
Orchard Branch
Phillips Branch
Sugar Cove Branch
Turkey Creek
Wesley Creek
Mooney Branch
Jacks Branch
Haynes Branch
Raccoon Branch
Shingle Branch
Gibson Branch
Morgan Creek
Cove Creek
Buckeye Cove Branch
From source to Jonathans
Creek
From source to Jonathans
Creek
From source to Cove Creek
From source to Cove Creek
From source to Cove Creek
From source to Jonathans
Creek
From source to Jonathans
Creek
From source to Pigeon River
From source to Pigeon River
From source to Pigeon River
From source to Pigeon River
From source to Pigeon River
C 04/01/58 5 -26 -20
C;Tr
07/01/73
5 -26 -21
C;Tr
07/01/73
5- 26 -21 -1
C;Tr
07/01/73
5- 26 -21 -2
C;Tr
07/01/73
5- 26 -21 -3
C;Tr
07/01/73
5 -26 -22
C 04/01/58 5 -26 -23
C 09/01/74
5 -27
C 09/01/74
5 -28
C 09/01/74
5 -29
C 09/01/74
5 -30
C 09/01/74
5 -31
From
source
to
Pigeon River
C
07/01/73
5 -32
From
source
to
Fines Creek
C
09/01/74
5 -32 -1
From
source
to
Fines Creek
C
09/01/74
5 -32 -2
From
source
to
Fines Creek
C
09/01/74
5 -32 -3
From
source
to
Fines Creek
C
09/01/74
5 -32 -4
From
source
to
Fines Creek
C
09/01/74
5 -32 -5
From
source
to
Fines Creek
C
09/01/74
5 -32 -6
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -1
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -2
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -3
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -4
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -5
From
source
to
Wesley Creek
C
09/01/74
5- 32 -6 -6
From
source
to
Fines Creek
C
09/01/74
5 -32 -7
From
source
to
Fines Creek
C
09/01/74
5 -32 -8
From
source
to
Cove Creek
C
09/01/74
5- 32 -8 -1
Page 8 of 64 2013 -12 -09 10:47:17
American Builders of Anson, Inc. and Oaks Unlimited, Haywood County, Prebeck Hwy 276 - Page 13

,� � � �►�. � ��' - wf /wry .T _ •
AINK Y V
— C
iv
Ilz
! + `
�r,7llp. j K1 si ,.
pork �
_ I!.
Y
fib..
� rib
� E
Y..
V .iM ♦ 1
I ,
Q
V
v
`m
3
a
cz
2
cu
c
0
is
Z
L
F
C
C
0.
O

=G�se[' Ill
1 !i•r '�fi� f3 fl
y 411 o ;fFt
g Q 9
{ 2 i $ 11i �q SI rj i4 aI c I a •I !
Yi �_ 1lilt, t
N� R Lp9 • L A i t t ° j9 ?7j 9 i• gq } i j r �� ;
�` o� E !,4
B a
aueoas � - — � 1IQJSAI[ L H01/SIb�
� ` ve ae - ro m �Aqy CRdV6 VNKLfSD
tQCS''SrL59:XC gC�+UN Sat / �� I ; i j� 6 j1 f'
Sor- � �i iili; Iflfl
g ! i C�3 it Ij
CD
/��;I �T 4 9 � + • l i III j
�
82:
I ..
ro
�.� Y LtNDYI ON — Pc w
1 of I VIM PMPAM FOR WEPTE WILLIE JO BURKHART PREBEC K asoe - -=A Jonathan Creek Township Haywood, County. R C. r ..�.� -

co
A
i+
O
Z
CL
w
2
ie
n a, .s wimmma '0'H 'd }unoO poor19H dtgsuuoy 3[aa.lo ueq;auor
ma-M No
n o� w • ..-M «r aw . o """."".
`
m 20A]ASIS O NtlI ItlNOISSHAObd 0NI Gali IZNfl sxvo �.a.
N04HE AWM l ROJ aaavdUd irld �..�.
.. \a
C4
I
I
I
!
I
Ili III, �
i l i 11 I l i l Ij �
1 I i fit
1 j
' I )tit!
' i 1
.,
am
If I I a
1 II I I 1 1 ti
I I
If If I I 1 1 ^ a "Ok
SK
� i l II 11 !I i! 111 I f �/ ``�• �m \I
I li;� rJill +\ <
I• +1 II 1 I \
r
arm.
i l l I I I !I j1 f1 I ♦� ��
11
co
El-
x
I I
I I
I I
I I
I I
I r
I
II
I
w S and azimid
•
1 '! tl
1+ 1 11 \1\e'�
\ \ \M
\ \�
it I \ \ \�\`
II 1 1 1 1 '.4 'r
I
i/1 1 I fe jill +l�
\A \
ewi jl /t f jt i� ✓" �� \ \'�.I f 1 If 1 1 f / ! i
!,If /1/10'";
1 j1, I I /, H 1 oo1 o fiaif I ,f 1 fill ; ,I .-A ..w°"l...t
fill II fit ' t' r-
it [it
f
c C allJM aAOHD xavHS / '1'1311014 " I wvrrII1l
4
. 00
O
IIn lei
FS
' �
/ A
r 061
w
/
/
/
/
/
/
io
� F
x�
1=i
cn
a
a
-
-��
I
I
I
I
I
I
Q
; ill mME"
cD
Fag
W
E-
1k
O
0
IIf
I I
I I
I I
I I
I I
I r
I
II
I
w S and azimid
•
1 '! tl
1+ 1 11 \1\e'�
\ \ \M
\ \�
it I \ \ \�\`
II 1 1 1 1 '.4 'r
I
i/1 1 I fe jill +l�
\A \
ewi jl /t f jt i� ✓" �� \ \'�.I f 1 If 1 1 f / ! i
!,If /1/10'";
1 j1, I I /, H 1 oo1 o fiaif I ,f 1 fill ; ,I .-A ..w°"l...t
fill II fit ' t' r-
it [it
f
c C allJM aAOHD xavHS / '1'1311014 " I wvrrII1l
4
. 00
O
IIn lei
FS
' �
/ A
r 061
w
/
/
/
/
/
/
io
� F
x�
1=i
cn
a
a
-
-��
I
I
I
I
I
I
Q
Fag
W
E-
O
0
z
I
o
I
I
I
I
I
i I
I
R

\ \ I I
oot
j
j
I /
zoo
roe
I I 1 1 ► !, >' 1
toy
t 1
I
w v
EQor\
\
/ I le I I'I�I1 111
w ,n
Oho
11
woo
�
I I
e
\
601
1\ \
I o
a
/ W \
Ix Z
W O /
I
00,02•
1 r I I
W
,° °\
.
\
�, II��
°• d' vn• 1 ��., r,
F'l kl
of
1
� \oAe °�
,5
V
1p15
/
/
F 0 j YA•`jqi, /
W co ` 1015 I
cc
/
Zi r•1 i- - � - _ Vi1y� � � I 1 �
/ I

WETLAND'DETERMINATION DATA FORM,—, Eastern Mountains'and Piedmont Region
ProlecUSite Oaks Unlimited, Inc. City /County WalVnesVllle /HaVWoOCSamplmg Date, 03/04/2014
Applicant/Owner 'Oaks Unlimited, Inc. State NC Sampling, omt;'1000 -10
Investigators) Robertson, Section; Township; Range Jonathan Creek
Landform+(hdlslope, terrace, etc) floodolaln L'ocalrehef,(concave; convex, none) flat Slope 5%
Subregion (LRRior MLRA)_ LRR, P Lat- 035.340811 N Long, 083.010222 W Datum- WIGS 84
Sod Map Unit;Name, mapped as Hemphill loam NWI classification PEW. herbace
Arerclimatic / hydrolo is condrtions.on thelsite typical for thisftime of 'year? Yes,�;No Q (If no, ezplamlin Remarks )
Are Vegetation M Soil ❑,For Hydrology ❑significantly disturbed? no Are "Normal Circumstances" present? Yes EKJ 'No ❑
Afe,Vegetab6h ❑,Soil ❑; or Hydrology ❑,naturally iproblemafic9 no (If needed, explain any answers,in Remarks)
SUMMARY OF FINDINGS —Attach site, map showing sampling point locations, transects, iFnportant,features; etc:
;Hydrophytic Vegetation Present? Yves �L V No L� Is4he Sample&Area
;Hydncr'SoifPresent� Yes No I I- v(nthih,a'Wetland? Yes 0 No 0
Wetland Hydrology Presenf? Yes= 'No �-
Remarks
Wetland' 1000 -1030; palusfnne emergent °persistent (PEM1) herbaceous wetland; stream 100 flows through this
wetland, saturation to the,su face,, inundation over 5150%
HYDROLOGY
Wetland, Hydrology lIndicators:
Secondary Indicators,(mimmum of4two required)
Primary Indicators (minimum df oneai's °required. check all'thafaaply)
❑ SurfaceZod Cracks (B6)
Q;Surface Water (Al)
❑ True Aquatic.Plants (B14)
❑ Sparsely °Vegetated Concave Surface (68)
Q High Water Table (A2)
❑✓ H'ydrogen:SulfideOdor (C1)
❑ Drainage Patterns (B1'0)'
❑ ,Saturation ^(A3)
❑✓ Oxidized Rhizospheees on'Living Roots (C3),
❑'Mo §s Trim Lines (816)
❑ Water Marks (B1)
❑ Presence of Reduced 'Iron (C4),
❑ Dry- Season Water Table (C2)
Sediment Deposits (B2)
❑ ,Recent Iron Reduction in Tilld&Sods (C6)
❑ Crayfish.Burrows (08)
❑ Drift, Depositsn(63),
❑_ Thin Muck Surface (07)
❑ Saturation Visible,on Aenal'Imagery (C9)
❑ Algal Mat or Crust (134)
❑,Other'(Explain in Remarks)
❑ Stunted,or,Stressed Plants (D1)
❑'iron Deposits (B5)
❑ Geomorphic Position (D2)
❑ilnundation Visible, on Aerial Imagery (B7)
❑ Shallow.Agwtardj(D3)'
2,yWater- Stained Leaves (B9)
❑✓ MicrotopographicsRehef (D4)
❑ Aquatic +Fauna'(B13)
❑✓ FAC- Neutral Test (D5)
,Field Observations:
Surface'Water Presents Yes F✓
I�
No Depth,(mches) <,4 "
Water'Table Presents `Yes
Saturation Presents Yes ✓Q
No ❑ Depth '(inches) , < 12"'
No Depth,(mches) 0�'
Wetland.Hydrology
Present? Yes II No
includes ca ilia ,fnn e _
Describe Recorded Data (stream,gauge, monitoring well, aerial, photos, previous 'inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains'iand Piedmont — Version,2 0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: 1000 -1030
30
Absolute
Dominant Indicator
Dominance Test worksheet:
Tre&Stratum (Plot size , )
%Cover
Species? Status
Number of, Dominant Species
1 Acer rubrum
20
Y FAG
That Are OBL, FACW „or FAC 10 (A),
2
Total Number of Dominant
11
3
Species Across All Strata (B)
4
Percent of Dominant Species
91
5
That Are OBL, FACW,,or FAC (A/B)
6
Prevalence Index worksheet:
20.00 =Total Cover
0.00
1
Total %Cover of Multiply by
50% of total cover,
20% of
total cover
OBL species 4 x 1 = 4
Sapling Stratum, (Plot`size 15' )
FACW species '5 x 2— 10
1 Acer rubrum
15
Y FAC
2 6
FAC species x 3 =
2
-
FACU ” species 0 x 4 = 0
3
UPL species 0 x 5= 0
4
Column Totals 11 (A) 20 (B)
5
6
Prevalence Index = B/A =_1 •8
15
= Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover-
0
20% of total,co_ ver_,1
FV 1 - Rapid'Test,for,Hydrophytic Vegetation
Shrub Stratum (Plot;size 15 )
Q - Dominance Test is >50%
1 Alnus serrulata
15
Y OBL
12
Ej 3 - Prevalence Index is 53 0'
2 Rosa Qalustris
15
Y OBI
❑ 4 - Morphological Adaptations' (Provide,supportmg
data in Remarks or on a separate sheet) -
3
Problematic Hydrophytic Vegetation' (Explain)
4
5
'Indicators of hydrnc soil and wetland hydrology must
6
be present, un less, disturbed, or problematic
30
= Total'Cover
Definitions of Five'Vegetation Strata:
50% of total cover
0
20% ofltotal cover 100
5 ,
Tree — Woody plants, excluding woody vines,
Herb Stratum (Plot §¢e )
approximately 20 ft (61m),or more in height and 3 in
1 Juncus effusus
15
Y FAC
(7 6 cm) or lager in diameter at breast height (DBH)
2_ Carex vulpinoidea
15
Y 'OBL
Sapling — Woody plants, excluding woody vines,
3 Boehmaria cylindrica
10
Y FAC
approximately 20 ft (6 m) or more in height and less
4 Vernonia noveboracensis
10
Y FAC
than 3 in (7 6 cm) DBH-
5 ,Ludwig/a alternifolla Y
,2
N FAC
Shrub — Woody plants, excluding woody vines,
6 Impatiens cap`ensis
10
Y FAC
approximately'3'to 20,ft (1 to 6 m) in height
7 Typha latifolia
10,
Y OBL
Herb — AII herbaceous (non- woody) plants, including
g Saqittaria latifolia
herbaceous vines, regardless of size, and woody
plants, except woody'vmes, less than approximately 3
9
ft (1 m),m height
10
11
Woody vine — All woody vines, regardless of height
72
= Total Cover
50% of'total cover
4
20% of total cover 2
Woody Vine Stratum (Plot size 30' )
1 no vines
2
3
4
5
-
Hydrophytic
= Total'Cover
Vegetation
Present? Yes n No
50% of total cover
0
20% of
total cover 0
Remarks (Include photo numbers here or on a, separate sheet)
US Army Corps of Engineers Eastern Mountains and "Piedmont — Version 2`0

SOIL
Sampling Point 1'000 -1
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) % Tvae Loc2 Texture Remarks
0 -8" 10 YR 3/1 80 5 YR 3/4 20 C PL loam Horizon A
8 -18" 2.5 Y 4/1 100 loam Horizon B
RM= Reduced Matrix, MS= Masked Sand Grains
Hydric Soil, Indicators:
Indicators for Problematic Hydric Soils':
❑ Histosol (A1)
❑ Dark Surface (S7)
❑ 2 cm Muck (Al 0),(MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (At 6)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑✓ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix,(F2)
0 Piedmont Floodplamn Soils (F19)
❑ Stratified Layers (A5)
❑✓ Depleted Matrix °(F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRWN)
❑ Redox'Dark Surface (F6)
❑ Very Shallow Dark'Surface (TF12)
❑ Depleted Below Dark Surface (At 1)
❑ Depleted Dark Surface (F7)
❑ Other (Explain in,Remarks)
❑ Thick Dark Surface (Al2)
❑ Redox, Depressions (F8)
D 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 Floodplam Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127-,147)
unless disturbed or problematic
Restrictive Layer (if observed):
Type
Depth (inches)
Remarks
Hydric Soil Present? Yes [?] No ❑
US Army Corps of Engineers Eastern Mountains;and Piedmont — Version 2 0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site Oaks Unlimited, Inc City /County, WaYnesyille/HaYWOOCSamplmg Date 03/04/2014
Applicant/Owner Oaks'Unllmlted, Inc State NC Sampling Point Upland
Investigator(sj- Robertson Section, Township, Range Jonathan Creek
Landform (hdlslope, terrace, etc ) floodplain Local relief (concave, convex, none) flat Slope ( %) 5%
Subregion (LRR or MLRA) LRR P Lat 035 340811 N Long 083.010222 W Datum - WGS 84
Sod Map,linit Name mapped as ,Hemphill loam NWI classification upland
Are climatic / hydrolo is conditions on the site,typical:for this time of year? Yes � No ❑ (If no, explain in Remarks)
Are Vegetation „� Sod ❑, or Hydrology = significantly disturbed no Are "Normal Circumstances” present? Yes 0 No ❑
Are Vegetation =,Soil ❑, or Hydrology ❑ naturally problematic? ;no (If,needed, explain any answers,in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
[Hd ophytic Vegetation Present? Yes 0 No Is the,Sampled Area c Sod Presents Yes ❑ No� within a Wetlands Yes 0 No_ 0 and Hydrology Present? Yes No
Remarks
Upland area surrounding wetland 1000 -1030
HYDROLOGY
Wetland 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 (B14)
❑ Sparsely Vegetated Concave Surface (138)
❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl)
L] Drainage Patterns (B10)
❑'Saturation,(A3) ❑ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lmes,(1316)
❑ Water,Marks (61) ❑ Presence.of Reduced Irom(C4)
❑, Dry- SeasonWater Table (C2)
❑ Sediment Deposits,(62) ❑ Recent Iron Reductiorrm Tilled Sods (C6)
❑,Crayfish Burrows -(C8)
El Drift Deposits (63) ❑ Thin Muck Surface (C7)
E] Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat,or Crust (64) ❑ Other (Explain in Remarks)
❑ Stunted of Stressed Plants.(D1)
❑ Iron,Deposits (135)
❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (67)
❑ Shallow Aquitard (133)
❑ Water - Stained Leaves (139)
❑ Microtopographic Relief (D4)
F-1 Aquatic Fauna (613)
❑ FAC- Neutral Test (D5)
Field Observations•
Surface'Water Present? Yes = No i' • ' Depth (inches) 0
Water Table Present? Yes= No,= Depth (inches) 12 =36"
n
Saturation Present? Yes,❑ No= Depth (inches) >12"
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— Version 2,0

VEGETATION (Five Strata) — Use scientific names of plants.
30
Absolute
Dominant Indicator
Tree,Stratum (Plot size )
% Cover
Species?
Status
1 Acer rubrum
10
Y
FAC
2 Cornus_f/orida
10
Y
FACU
3 briodendron tulipfera
15
Y
FACU
4 Quercus rubra
15
Y
FACU
5
6
50.00 =Total Cover
50 %,of total cover 4.00 20% of total cover 2
Sapling Stratum (Plot size 15'
)
1 Acer rubrum 10 Y FAC
2 Cel s occidentalis 15 Y FACU
3 Liguidamtiar styracif/ua 1`0 Y FACU
4
5
6
35 = Total Cover
50% of total,cover 0 20% of total cover -2
Shrub Stratum, (Plot size 15 )
1 Rosa multif/ora 10 Y FACU
2 Liaustum sinense 15 Y FACU
3
4
5
6
25 = Total Cover
50 %,of total cover 0 20 % -of total cover, ;2
Herb Stratum (Plot size .5
1 Allium canadense
15
Y
FACU
2 Rhubus_arvensl.s
15
Y
FAC
3 Andropogon virginicus
'20
Y
FACU
4 Festuca rubra
20
Y
FACU
5 , Mlcrostigium vimineum
5
N
FAC
6 Ranuculus fascicularis
_ 15
Y
FACU
Sampling Point Upland
Dominance,Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC
TotahNumber of Dominant
Species Across All Strata
Percent of Dominant Species
That Are OBL, FACW, or FAC
4 (A)
15 (B),
27 (A/B)
Total % Cover of
Multiply by
013L species
0
x 1 =
0
FACW species
0
x 2 =
0
FAC species
5
x 3 =
15
FACU species
11
x,4 =,44
'UPL species
0
x 5 =
0
Column Totals
16
(A)
59 (B)
Prevalence Index = B/A = 3J
Hydrophytic Vegetation Indicators:
❑ 1 - Rapid Test for Hydrophytic Vegetation
❑ 2 - Dominance Testis, >50%
❑ 3 - Prevalence Index is 153 0'
❑ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate,sheet)
❑ Problematic Hydrophytic Vegetation' (Explain)
'Indicators,of hydnc sod and wetland hydrology must
bwpresent, unless disturbed.or problematic
Definitions of Five Vegetation Strata,
`Tree —Woody plants, excluding woody vines,
approximately 20,ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling —Woody plants, excluding woody'vmes,
approximately 20 It (6 m) or more in height and less
than 3 in (7 6 cm) DBH
Shrub — Woody plants, excluding woody,wnes,
approximately 3 to 20 ft (1 to 6 m) in height
7 Herb — All herbaceous (non- woody`) plants, including
6 herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
9 It (1 m) in height
10
11 Woody vine — All woody vines, regardless of.height
90 = Total, Cover'
50 %,of to_ tal cover 3 20% of total cover 2
Woody Vine�Stratum (Plot size 30' )
1 Lonicera iaponica 10 Y FAC
2
3
4
5 - Hydrophytic
10 = Total Cover Vegetation
50% of'total cover 0 20% of total cover 0
Present? Yes ❑ No ✓�
Remarks (Include,photo numbers here or on a separate sheet )
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

SOIL
Sampling Point Upland
(Describe to the depth needed to document the'mdicator or confirm,the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
0 -4" 5 YR 3/4 100
4 -10" 5 YR 5/6 100
1'0 -16" 7.5 YR 4/4 100
Redox Features
Color (moist) - % Type Loc
Texture Remarks
loam ,
loam
sandy Ic
'Type C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M= Matrix
Hydric Sod Indicators-
Indicators for Problematic Hydric Sods3:
Ej Histosol (Al)
❑ Dark Surface (S7)
0 2 cm,Muck (A10) (MLRA 147)
❑ Histic;Epipedon (A2)
❑ Polyvalue Below Surface,(S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Hi'stic (A3)
❑ Thin, Dark,Surf ace (S9) (MLRA 147, 148)
(MLRA 147,, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont FloodplamsSods (F19),
❑ Stratified Layers (A5)
❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (All)
❑ Depleted Dark Surface,(F7)
❑ Other (Explain in,Remarks)
❑ Thick "Dark,Surface (Al2)
❑ Redox,Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron- Manganese Masses (F12) (LRWN,
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 Sods -(F19) (MLRA 148)
wetland hydrology must be present„
❑ Stripped Matnx,(S6)
❑ Red Parent Material (F21) (MLRA 127,147)
unless disturbed or problematic
Restrictive Layer (if observed):
Type -
❑ ❑
Depth (inches)
Hydric
Sod Present? Yes No
Remarks
US Army Corps of Engineers Eastern.Mountains and Piedmont — Version 2 0

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section W of the JD Form Instructional Guidebook
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C: PROJECT LOCATION A_ND,BACKGROUND INFORMATION:
State North Carolina, County/pansh/borough Haywood City- Waynesville
Center coordinates of site (lat/long in degree decimal format) Lat 035 340811° N, Long 083010222° W
Universal Transverse Mercator
Name of nearest waterbody UT to Parks Branch
Name of nearest'TradihonalNavigable Water (TNW) into which the aquatic resource flows French Broad River Basin
Name of watershed or Hydrologic Unit Code (HUC) 060101 - 060204
® Check if map /diagram of review area and/or potential jurisdictional areas is /are available upon request
® Check if other sites,(e,g , offsite mitigation sites, disposal sites,,etc ) are associated with this action and are recorded on a
different JD form
D. REVIEW PERFORMED,FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination Date
q Field Determination Date(s)
SECTION'II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There-Ar no "navigable waters or the U S " within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
® Waters,subject to the ebb,and flow of the tide
® Waters are presently used, or have been used in the,past, or may be susceptible for use to transport interstate or- foreign commerce
Explain
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Pick L t "waters of the U S" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) m,the review area [Required]
1. Waters of-the U.S.
a. Indicate�presence of waters,of U.S. in review area (check all that apply): i
TNWs, including territorial seas
® Wetlands adjacent'to TNWs
® Relatively permanent waters2'(RPWs) that flow directly or indirectly into TNWs
Q Non -RPWs that flow directly'or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or- indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
® Wetlands adjacent to,non -RPWs that flow directly or indirectly into TNWs
® Impoundmenis,of jurisdictional waters
Q Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size,of waters of the U.S. in the review area:
Non - wetland waters 6771inear feet 4width (ft) and/or 0,096 acres
Wetlands 0 261 acres
,c. Limits, (boundaries) of,jurisdiction'based on d9MelineatkiManual
Elevation of established'OHWM (if known),
2. Non - regulated waters /wetlands (check if applicable):3
.h Potentially jurisdictional waters and/or wetlands were assessed within the review area and detennmed to be not jurisdictional
Explain
1 Boxes checked below shall be supported by completing the appropriate sectionshniSechon III'below
2 For purposes of this, fonn; an,RPW milefincd as a tnbutarf that is not'a TNW and that typically flows year -round or has continuous, flow at least "seasonally"
(e g, typically 3 months)
3 Supporting documentation is presented in Section III F

SECTION III; CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands, adjacent to TNWs. If the aquatic,resource is a'TNW, complete
Section M.A.1 and Section HI.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IILAA and,2
and Section.11l.D.I.; otherwise, see Section IH.B below
TNW
Identify TNW
Surrimanze rationale supporting determination
Wetland,adjacent to TNW
Summarize rationale supporting c6nclusion,that wetland,is "adjacent"
B. CHARACTERISTICS OF TRIBUTARY (THAT IS) NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY);,
This section summarizes information regarding, characteristics of the tributary andIts adjacent wetlands, if any „and it helps
determine wheiher'or not the standards for jurisdiction established under Rapanosjhave been met.
The agencies will assert' jurisdiction over non - navigable tributaries of TNWs whereithe tributaries are "relatively permanent
waters” (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally,(e.g., typically 3
months). A wetland'that directly abuts an RPW is also, j u risdictional. Ifthe aquatic resourceds not °a TNW,,but has year - "round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetlan& directly abutting,a tributary with perennial flow;
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW`requires a significant nexus. evaluation. Corps districts;and
EPA regions will include in the record any available information that documents,the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its =adjacent wetlands if any)-and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbodyi is,not an RPW, or -a wetland directly abutting'an RPW,,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has,adjacent wetlands, the siguificant,nextis evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified`in'the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section M.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size 11867
Drainage area 125 'ac lac
annual rainfall 48 95 inches
Average annual snowfall 16 inches
(ii) Physical Characteristics:
(a) Relationship with TNW
❑ Tributary flows directly into TNW
® Tributary flows through 4 tributaries before entering TNW
Project waters are 30'(0 aver miles from TNW
Protect waters are 1(or_less)'nver miles from RPW
Project waters are 30a(o�mo;aenal (straight) miles from TNW
Project waters are 1(ort�le'ss) aerial (straight) miles from RPW
Project waters cross or serve as state`boundaries Explain the project is not located near a'state boundary
Identify flow route to TNW5 UT to Parks Branch Parks Branch to Jonathan Creek Jonathan Creek to,Pigeon River
Pigeon River to French Broad River
° Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features,generally and in the and
West
5 Flow route cam be desenbed'by identifying, e g , tributary a, which flows,through the review area, to flow into tnbutary'b, which then•flows into TNW

Tnbutary stream order, if known first
(b) General Tributary Characteristics (check all that apply)
Tributary is ❑ Natural
❑ Artificial (man -made) Explain
® Manipulated (man- altered) Explain straightened and ditched
Tributary properties,with respect to top of bank (estimate)
Average width 4 feet
Average depth 5 feet
Average side slopes Vertical,(1:1'or less).
Primary tributary substrate composition (check -all that apply)
® Silts ® Sands ❑ Concrete
® Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation Type /% cover
❑ Other Explain
Tributary condition/stability [e g , highly eroding, sloughing banks] Explain eroding and vertical banks below the
existing culvert
Presence of run /riffle /pool complexes Explain present
Tributary geometry Relatt yastrai"Et
Tributary gradient (approximatezverage slope) 5 %
(c) Flow
Tributary provides for Seasonal tlo
Estimate average number of flow events in review area/year 20f(orag ater)
Describe flow regime perennial
Other information on duration and volume
Surface-flow is
out into the,floodplain area
Characteristics confined to the channel except during storm events then floods
Subsurface flow Unk n Explain findings
❑ Dye (or other) -test performed
Tributary has (check all that apply)
® Bed and banks
® OHWM6 (check all indicators that apply,)
® clear, natural'line impressed on the bank
®
the presence of litter andAebris
❑ changes in the character'of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted, down, bent,.,or absent
❑
sediment sorting
® leaf litter disturbed or washed away
®
scour
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change,in plant community
❑ other (list)
❑ Discontinuous OHWM 7 Explain
If factors other, than the OHWM were used to determ
E] High Tide,Line indicated by Q
❑ oil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical "markings /characteristics
❑ tidal,gauges
❑ other (list)
(iii) Chemical Characteristics:
me lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark-indicated by
❑ survey to,available datum,
❑ physical markings,
❑ vegetation lines /changes'm vegetation types
Characterize tributary (e g, watencolor is clear, discolored, oily film,,water quality,, general watershed characteristics, etc )
Explain Water'discolored due to,recent rains
Identify specific pollutants, if known
6A- natural' or'man -made discontinuity in the OHWM doesnot,necessarily sever jurisdiction, (e,g,Iwhere the stream, temporan ly flows,underground, or where
the OHWNfhas,been removed'by development or agricultural practices) Where thereas a break in',the:OHWM'that,isunrclated to the waterbody's,flow
regime,(e g, floW over a rock' for through a culvert), the agencieswill look for'indicators of flow above,and below the'break
IQ

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor Characteristics (type, average width)
❑ 'Wetland fringe Characteristics
® Habitat for
❑Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally - sensitive, species Explain findings
® Aquatic /wildlifediversity Explain findings crayfish, salamanders, micro invertebrates
2. Characteristics of wetlands adjacent to,non -TNW that flow directly'or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics
Properties
Wetland size 0 261 acres
Wetland 'type Explain mostly herbaceous- 'Carex, Juncus, Boxseed,,Etc
Wetland ,quality Explain Good
Project wetlands,cross•or serve,as,state boundaries Explain the project is not located on any state border
(b) General Flow Relationship with Non -TNW
Flow is Peienn ah ow Explain Wetland has saturation through the growmg.season
Surface flow'is: OVeArhilisheetflow
Characteristics ' Wetland'is on'both sides of stream
Subsurface flow wn Explain findings
❑ Dye (or other) test performed
(c) Wetland Adjacency Determmation with Non -TNW
E,Nrectly abutting
❑
Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by berm/barrier Explain
(d) Proximity (Relationship) to TNW
Project wetlands,are 30 =(or. e) river miles from TNW
Project waters are 30t(o.,r.,.�more) aerial (straight) miles from TNW
Flow is from Wetland--to, av"igabl we at _ re s.
Estimate approximate location of wetland as within the 1'00' 500 floodplam
(ii) Chemical Characteristics:
Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed
characteristics, etc ) Explain unknown
Identify specific pollutants, if known
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer Characteristics (type, average width)
® Vegetation type /percent cover Explain
® Habitat for
❑ Federally Listed species Explain findings
❑ Fish/spawn areas Explain findings
❑ Other environmentally - sensitive species Explain findings
® Aquatic /wildlife diversity Explain findings various aquatic fauna presumed'to inhabit wetland areas,delmeation
performed during the late winter
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis I
Approximately ( 0 261 ) acres,m total are being considered in the cumulative analysis

For each wetland, specify the following
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Y 0 261
Summarize overall biological, chemical and physical functions being performed aquatic life habitat, water quality
C. SIGNIFICANT NEXUS DETERMINATION
A- significant, nexus analysis will assess theflow characteristics and functioits3of^the tributary itself and4he functionsiperformed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
ofa TNW. For each of the,following situations, a,significant °nexuss exists if thegtrib6tary „in combmation, with. all of'its adjacent
.wetlands,,has more,than a,speculative or'insubstantial effect onithe chemical, physical °and/or biological °integrity of a TNW.
Considerations4hen evaluating,significant nexus include, but are,not limited,io4he volume, �duration,.and frequency of the flow
of water in the tributary and- its,proximity t%a TNW „and.the�functions,perforided by the,tributary and all its adjacent
wetlands. It is not appropriate to determine9significantmexus based,solely on any,specific threshold of distance.(e.g. between a
tributary andJts,adjacent wetlandor,between a tributary and the TNW). Similarly, the.fact an adjacent wetland lies,within or
outside,of a floodplain'is not solely determinative of significant nexus.
Draw,connections between the features documented and the effects on the TNW, as,identifie&in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to,consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the,amount of pollutants or flood waters reaching a TNW?
• Does the tributary, m,combmation with its adjacent wetlands,(if any), provide,habitat and lifecycle,support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that -are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the,capacityto transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary; in combination with its adjacent wetlands (if any), have other relationships`to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur'should be documented
below:
Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly�or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D
2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant �nexus below,.based on the,tributary in combination with all of its
adjacent wetlands, then go to Section III D
Significant nexus findings for wetlands adjacent to an RPW but;that do notdiiectly abut.the RPW. Ezplam findings,of
presence or absence of significant nexus below, based on the tributary in,combination with all of its adjacent wetlands, then go to
Section III D
D. ,DETERMINATIONS' OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSf ETLANDS ARE (CHECK ALL
'THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply'and`piovide size estimates in review area
El Tws Imear °feet width (ft), Or, acres
0 Wetlah&adjacent to TNWs acres
2. RPWs that flow directly or,indirectly into TNWs.
® `Tributaries of TNWs where tributaries typically flow year -round are jurisdictional Provide data and rationale indicating that
tributary is perennial flow observed during summer months
Q Tributaries of TNW where tributaries,have continuous flow "seasonally” (e g , typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that.tributary flows
seasonally

Provide�estimates for jurisdictional waters in the review area (check all that apply)
®, Tributary waters 677 linear feet4w►dth (ft)
Other non - wetland waters 'acres
Identify type(s) of waters
3. Non -RPWss that flow directly or indirectly into TNWs.
t� Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has,a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at'Section III C
Provide estimates for jurisdictional waters within the review area (check all that apply)
M Tributary waters linear feet width (ft)
i® Other non - wetland waters acres
Identify types) of waters
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands, directly abut RPW and thus, are'j unsdictional as,adacent wetlands
® Wetlands - directly abutting an RPW where tributaries typically flow year -round Provide data and rationale
indicating that tributary is perennial in Section III D 2, above Provide rationale indicating that wetland is
directly abutting an RPW hydric soil, hydrophytic vegetation and wetland hydrology inidicators within wetland,
adjacent to rpw.
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that,tnbutary is
seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates forjun'sdictional wetlands.m the,review area 0.261acres
Wetlands adjacent to but-not directly abutting an RPW that flow directly or indirectly into TNWs.
® Wetlands that do not directly abut an RPW, but when considered,m combination with the,tnbutary to which they are adjacent
and with similarly situated adjacent wetlands, have,a significant,nexus with a TNW are junsidictional Data supporting this
conclusion,is provided at Section III C
Provide acreage estimates forjunsdictional wetlands in the review area acres
Wetlands adjacent to'non -RPWs that flow directly or indirectly into TNWs.
Wetlands adacenvto such waters, and have when considered in combination, with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have,a significant nexus with a TNW arejunsdi6tional Data supporting this
conclusion is,provided at Section III C
Provide estimates for jurisdictional wetlands in the,review area acres
Impoundments of jurisdictional waters.9
As a general rule, the- impoundment,of a jurisdictional tributary remains jurisdictional
® Demonstrate that impoundment was created from "waters of the U S ," or
® 'Demonstrate, that water meets the critena for one of the,categories presented, above (1 -6), or
ED Demonstrate-that water is isolated -with a nexus to commerce (see,E below)
E. ISOLATED [IN 'W
TERSTATE OR,INTRA- STATE] WATERS, INCLUDING ISOLATEDETLANDS, THE USE,
DEGRADATION-OR DESTRUCTION,OF WHICH COULD, AFFECT INTERSTATE'COMMERCE, INCLUDING�ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
which are or could'be,used by interstate or-foreign travelers for recreational or other purposes
from which fish t or, shellfi° h are or could be taken and sold in interstate or,foreign commerce
ED which are or could be,used for mdustrial�purposes'by indusfnes�mbihteistate,commerce
FAT Interstate isolated waters, Explain
3 Other factors Explain-,
RSee Footnote #' 3
9 To complete the analysis refer to,the key 'm Section 111 D 6 of the Instructional Guidcbook
10 P,rionto asserting or declinmg,CWA jurisdiction based,solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with,the process, describedin,the Corps/EPA Memorandum Regarding CWA Act Jurisdiction. Followtng.Rapanos.

Identify water body and summarize rationale,supporting determination:
Provide estimates for jurisdictional waters in the review area (check all'that apply)
El Tributary waters linear feet width (ft)
Other non - wetland waters acres
Identify type(s) of waters
Wetlands- acres
F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the,review area, these areas did not meet the cntena in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
® Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan,2001 Supreme Court decision in "SWANCC," the review area would have been regulated base&solely on the
"Migratory Bird Rule" (MBR)
Mm Waters do not meeLthe "Significant Nexus" standard, where such a finding is required for junsdwtron Explain
[` Other (explam,'if not coveredpabove) _.
Provide acreage estimates for non- junsdretional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i e , presence,of migratory birds, presence,of endangered species, use of water for, i rn gated'agriculture), using best professional
judgment (check -all that apply)-
91 Non - wetland waters (i e , rivers, streams) linear feet width (ft)
® Lakes /ponds- acres
® Other non - ,wetland waters acres List type of aquatic resource
® Wetlands acres
Provide acreage estimates for non- lunsdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required forjunsdictron (check all that apply)
® Non - wetland waters'(i e , nvers, streams) linear feet, width (ft)
® Lakes /ponds acres
Other non - wetland waters acres List type of aquatic resource
Q Wetlands acres
SECTION IV: DATA'SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below)
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant wetland sketch
® Data sheets prepared/submitted by or on behalf of the applicant /consultant
❑Office concurs -with data sheets /delineation report
❑ Office does,not,concur with data sheets /delineation report'
PAI Data sheets p'_repaied by the Corps
® Corps navigable waters' study
FNI U S Geological Survey Hydrologic Atlas
❑`USGS NHD data
❑ USGS 8 and 12 digit HUC maps
® U S Geological Surveymap(s) Cite scale & quad name
USDA Natural Resources Conservation Service Soil Survey Citation
® National wetlands inventory map(s) Cite name
State/Local wetlaifd inventory map(s)
® FEMA/FIRM maps
o 100- year,Floodplam Elevation,is (National.Geodectic Vertical Datum of 1929)
® Photographs ❑ Aerial (Name & Date)
or ® Other (Name & Date)
® Previous determination(s) File no and date of response letter
Applicable /supporting case law
Applicable /supporting scientific literature
nk Other information (please specify)
B. ADDITIONAL COMMENTS`TO SUPPORT JD: site contams,one jurisdictional wetland and one perennial rpw

USACE AID# - - � DWQ # Site,# , (indicate.on,attached map),
STREAM QUALITY ASSESSMI NT WORKSHEET
Provideahe following information-foethe stream reach und'ee,assessment'
i. Applicant's name. `�i0�� S t, ;n� t rv�.�c .� G. 2. Evaluator's name: snip
3. Date of 'evaluation: 3,— — K 4: Time of evaluation,_ 1 = 4' m,rti
5. Name of stream: �` - Q -ir _ C 6- River °basin:
7. Approximate drainageuarea. tas cic:r S 8. Stream order: -
9. Length of reach�evaluated• t 10. County: _ a � LAJO O`�C l -
111. Site coordinates (if known): prefer in decimal degrees, 12. Subdivision name (if any)
Latitudo.(ex. 34572312 )>3S 3� ©`b t 1' 0' 0 Longitude,(ez - 77:556611): _
Method'location detennined(ciicle)• GP-S `Topo Sheet Ortho,(Aenal),Photo /GIS Other,GIS Other C-,0CY:2� LV— r ,
13.Location of reach underaevaluation (note�nearby roads,and,landmarks and, attach -map `identifyMg,stream(s) location):
"%, r
,14.'Proposed,channel work�(if any)
15. Recent weather,conditions:_
16: Site conditions•at time +of visit:_
17. Identify any'special waterway-classifications known'" no Section,
vD Tidal Waters InaEssentiatF'isheries Habitat
Trout Waters v3gOutstanding Resource Waters, na- Nutrient Sensitive'Waters ng�WWater Supply Watershed yto-(I -IV)
18. 'Is there a pond-.or lake located,upstream of the eyaluationapointT, ESr O If 'yes, estimate,the water'surface area: Q..a, ae �
19. Does channetappear on USGS quad map? YES NO 20. Does channel appear,on USDA Soil Survey? NO
'21: Estimated watershed land use: %,Residential _% Commercial, 0 /61ridustrial �% Agricultural
�Q% Forested LO % Cleared / Logged '% Other
1 �
22. Bankfull width 4 23. Bank;height (from bed,to top of bank): - --
24.,Channel slope down center;ofstream- _Flat (0 to 2 %) XGentle,(2 to 4 %) _Moderate�(4sto 10 %), =Steep ( >10 %)
25. Channel sinuosity: X Straight — Occasional` bends _Frequent meander _Uery'sinuous _Braided chaimel
Instructions 'for eompletion ,of worksheet (located on page, 2): Begin by determining ,the most appropriate ecoregion based on
location, terrain; vegetation; ,stream classification, etc. Every characteristic must be ,scored using the same,, ecoregion. Assign points,
to each, characteristic within the range "shown for the ecoregion. Page 3, provides, a brief ,descr'iption of how to review the
characteristics identified in the worksheet: Scores should reflect an overall assessment of the stream reach under evaluation. If_, a
charactenstic cannot be- evaluated due to site ,or weather ,conditions, enter 0 in the scoring box and,providet an explanation in thc,
comment section. Where there are obvious changes,inthe,character,of a stream under.review (e.g.,, the stream flows from a pasture
into afforest), the streain,may befdivided into smaller reaches that;display more:contmuity, and a separate form used toxevaluate each
reach. The total score assigned to' a,stream,reach must range between 0 and 100, witb a,,score of l-00 representing,a stream of,the,
highest quality.
Total Score, (from, reverse); 3 _ = Comments:
Evaluator's Signature � ' � _ - Date
This channel evaluation o m is intend ,to tie used only, as a guide�to,assist landowners and enviroumenial'professionals in
gathering the data regm d by the ,United' States Army Corps of Engineers to make a preliminary assessment of stream
quality. The, total score: resulting from 'the completion of thin form is,subject to USACE' approval and does not imply a
particular mitigation ratio, or requirement. `Form subject,to change = version 06/03. To Comment,, please call 919 - 876 -8441 x;26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
ECOREGION POINT
RANGE
#
CHARACTERISTICS
SCORE
Coastal
Piedmont
Mountain
Presence of flow / persistent pools in stream
0-5
0 - 4
0-5
1
no flow or saturation = 0; strong flow = max points
2
Evidence of past human alteration
0-6
0-5
0— 5
extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
a
no buffer = 0; contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0 - 4
0-4
(extensive discharges = 0• no discharges = max points)
04
5
Groundwater discharge
0-3
0--4
0— 4
3
<
(no discharge = 0; springs, seeps, wetlands etc. = max points
6
Presence of adjacent floodplain
0-4
0-4
0-2
a
no floodplain = 0; extensive floodplain = max points)
x
Entrenchment / floodplain access
0 5
0— 4
0— 2
a
(deepl entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0- 6
0-4
0-2
no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
O
extensive channelization = 0; natural meander = max points
10
Sediment input
0-5
0--4
0— 4
(extensive deposition= 0;_ little or no sediment = max points)
11
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
fine homogenous = 0• large, diverse sizes = max points
12
Evidence of channel incision or widening
0-5
0 -- 4
0-5
j
(deeply incised = 0; stable bed & banks = max poi nts
13
Presence of major bank failures
0-5
0 5
0-5
severe erosion = 0• no erosion stable banks = max points
14
Root depth and density on banks
0-3
0 - 4
0-5
?j
(no visible roots = 0; dense roots throughout = max points)
COD
Impact by agriculture, livestock, or timber production
0-5
0 -4
0 -5
a
15
(substantial impact =0• no evidence = max points)
16
Presence of riffle - pool/ripple -pool complexes
0- 3
0-5
0 -- 6
no riffles/ripples or pools = 0; well-developed = max points
E
17
Habitat complexity
0 -6
0 -6
0 -6
little or no habitat = 0; frequent varied habitats = max points)
18
Canopy coverage over streambed
0-5
0 - 5
0- 5
(no shading vegetation = 0• continuous canopy = max points )
x
19
Substrate embeddedness
NA*
0-4
0 - 4
(deeply embedded = 0• loose structure = max)
Presence of stream invertebrates (see page 4)
0-4
0 - 5
0-5
20
(no evidence = 0; common, numerous types = max points)
21
Presence of amphibians
0 4
0--4
0— 4
a
O
(no evidence = 0• common, numerous types = max points)
a
22
Presence of fish
0 4
0-4 0 - 4
O
no evidence = 0• common, numerous es = max points
23
Evidence of wildlife use
0-6
0 - 5 0-5
(no evidence = 0; abundant evidence = max points
Total Points Possible
100
100 100
TOTAL SCORE (also enter on first page)
4�
* These characteristics are not assessed in coastal streams.

NC DWO Stream Identification Form Version 4.11
Date: 03/04/2014
Project/Site Oaks Unlimited, Inc
Latitude: 35.340811
Evaluator: Jennifer Robertson
County: Haywood
LongitudeU83 010222
Total Points:
Stream is at least, Intermittent
Stream Determination (CirrAe4mael
�
Other
if Z ,19 or perennial if z 30*
Ephemeral Intermitten Perennial
e g Q19M& e.
A. Geomorphology (Subtotal = 18 )
Absent
Weak
Moderate
Strong
1a �Contindity of channel bed and, bank
0
1
2
3 we
2 Sinuosity of channel along thalweg
0
1 ✓
2
3,
3 In- channel structure ex rife -pool, step -pool,
n le- ool sequence
0
1
2 t
3
4 Particle -size of stream substrate
0
1
2 v
3
5 Active /eelict floodplain
0
1
2
3
6 bepositional bars or benches
0
1
2
3
7 Recentalluvial deposits
0
1
2
3
8 Headcuts
0
1
2✓
3
9 Grade control
0
05
1✓
1 5
10 Natural valley
0
05
1
1 5
11 Second or greater order channel
No = 0 ✓
Yes ,3
artificial ditches are not rated, see discussions in manual
B Hvdroloav (Subtotal = 9
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0 ✓
1
2
3
14 Leaf litter
1 5
1
05
0
15 Sediment on plants or debris
0
05
1
1 5
116, Organic debris lines, or piles
0
05,
1 ✓
1,5
17 Sod -based evidence of high water table'?
'No = 0
Yes- 3 V
C Biolow (Subtotal= 9
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
05
1
1 5
23 Crayfish
0
05
1
1 5
24 Amphibians
0
05
1 _✓
15
25 Algae
0
05
1
1 1 5
26 Wetland plants in streambed I
FACW = 0 75, OBL = 1 5 Other = °V
'perennial streams may also be °identified using other methods See p_ 35 of manual
Notes
Sketch-

Stream 100 looking upstream in both photos.

Stream 100 looking upstream into driveway culvert and evidence of poor condition of culvert.

"0 tNl
�
�
~
���..
` �

C
.Q
CL
c�
O
O
M
N
T
N
L A m mm�
Ot- 9 m m
C
m m -- N
m
T C N O
c o E m
L-0 v�E
aT�muN,
:4
_o
'm.�,tNE�yo
N �
s
a E a o
m m O m o
L E v c >
m o m m m o
E o m-- 3x pp
m c m m
D Z8E�
O
U
O
O
3
�a
00 Z
QL -C4
0
o U
a
a
3
c�
a�
a
n�
ro
N
� O
= Q3

INLET BE -LOW
ORIGINAL STREAM
BED ELEVATION
OUTLET. BELOW
ORIGINAL STREAM
BED ELEVATION
CULVERTS MUST' BE P'LAC;ED BELOW THE ELEVATION OF THE
,STREAMB'ED BY ONE FOOT FOR CULVERTS WITH A ;D]AMETER
GREATER THAN' 48 INCHES,, �AN,D 2�0, 'PERCENT �OF THE CULVERT
D,IAM`ETER FOR CULVERTS OF` LESS THAN OR EQUAL TO 48 INCHES,
TO ALLOW LOW FLOW PASSAGE OF WATER _AND AQUATIC, LIFE
NATIVE STREAM
BED MATERIAL,
Construction'Toical
AQUATIC LIFE PASSAGE
'Embedded Culvert Placement
AT LEAST 12 ""
OF FILL ABOVE
C U,LVE RT
wsfl�a
Wetland and NaturalResource.Consultants,
CULVERT SIZED FOR
25 —YEAR EVENT
N,OT TO °SC-ALE
Wetland & Natural Resource Consultants
775 Haywood Road, Suite,D
Asheville, NC 28806
828 - 712 -9205

RUN COIR MATTING PARALLEL
TO THE STREAMBANK
y
y
y
c�
0
0
0
TRIANGULAR LIVE STAKE SPACING
STAGGERED I' — 3' APART
NOTES:
1. Run one row of coir matting beyond the bottom of the bank
2. Harvest and plant livestakes during the dormant season
3. Livestakes should extend down into mid - summer water table
4. Stagger livestakes and space them 1'- 3' apart
5. Use a rigid steel pilot bar to prepare planting holes in firm soils
6. Soak livestakes for 24 hours prior to installation
7. After installing, tamp soil securely around the stake
8. Density of livestake planting will depend on insurance
requirements for lumberyard TRENCH AND BURY
EDGES OF COIR FASR /C
';. MATTING SECURED WITH
< ; 12" HARDWOOD STAKES
FINISH GRADE IS SEEDED,
AND COVERED WITH STRAW
LIVE STAKES — PROFILE AND COIR MATTING
WK�
Wetland and Natural Resource Consultants
Live Stakes and
Coir Matting
L /VESTAKE INSTALLED
WITH 75% BURIED
Scale: Not to Scale Sheet: 1 of 1
Construction Typical
Live Stakes / Coir Mattinq
*Conceptual Plan - Not For Construction

NOTES
1. Perform work at low flow
2. Cut and fill to minimize change to cross sectional area.
3.• Grade to establish stable bank slopes (minimum 2:1)
4. Secure all work at the end of each day
5. Secure with seed mix, straw mulch, coir matting and livestakes
6. Install one width of co/r matting at toe of slope
7. Trees may be planted but will depend on insurance requirements
for lumber yard regarding fire hazard and required cleared buffer
around buildings
RIPARIAN SEED MIX,
LIVESTAKES, AND MATTING
AT TOE OF BANK
MHW
v
MLW v /j
�/
STREAMBED
BANK GRADING - PROFILE
GRASS SEED MIX
EXISTING BANK
l 2
BACK —SLOPE ERODING BANK
MINIMUM SL- OPE — ,2 TO 1
Scale Not to Scale Sheet 1 of 1
Streambank Construction'Typical
Grading /Stabilization
'Wetland and,Natural Resource Consultant's
Stabilization
*Conceptual Plan - Not For Construction