20061246 Ver 3_401 Application_20070507

i k ;A z l iF `^ 3a Ci
MAY 2 1'` 200
Sanderson Engineering, Inc. '*IR - V'tVER Qe AMY Letter of Transmittal
25 C North Main Street *-T1APlW .A70D r??rya'{?t'1iIRPRANCH
Post Office Box 2016
Wendell, North Carolina 27591
Phone [phone]
Fax [phone]
Email: [e-mail]
TO: NC Division of Water Quality
401 / Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
We are sending you: ®Attached
?Copy of Letter ®Plans
DATE: 5-22-07 JOB NO 06-014
ATT:
RE: Tra lex Subdivision
Phase 1
Johnston County

04 o - 2,4 to Y3 PAY ME NT
RECERIF

?Specifications
?Other
Copies Date No. Description
7 PCN's w/ Vicinity Map, USGS Map, SCS Map, Site Plans
7 Full Size Construction Plans w/ Level Spreader Details
1 $200 Application Fee - Whitley Farms Development, Inc. Check # 18146
1 Level Spreader System Operation and Maintenance Agreement
1 Level Spreader Worksheet w/ Color Photo of Level Spreader Area
1 Level Spreader Calculations

These are transmitted as checked below: ®For Approval ?Return Corrected Prints
?For Review and Comment ?For Your Use ?Submit Copies for Distribution
?Approved as Submitted ?As Requested ?For Bids Due 20_
?Returned for Corrections ?Approved as Noted
REMARKS:
COPY TO: SIGNED: Steven S. Sanderson, P. E.
PAYMENT
RECEIVED
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 to ' 1 ;PA h V 3
kit any parncuiar item is not appncame to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
S a,
II. Applicant Information
i Y N b
1. Owner/Applicant information MAY(JQ/
Name: Whitley Farms Development Inc. Steven Batten President
Mailing Address: 972 Blue Grass Road ')EOR . 4A Q Vt IT
Selma. NC 27576
Telephone Number: 919-965-4618 Fax Number: 919-965-9953
E-mail Address: tcb972Ayahoo.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Steven S. Sanderson P. E.
Company Affiliation: Sanderson Engineering, Inc.
Mailing Address: P.O. Box 2016 Wendell. NC 27591
Telephone Number: 919-366-2016 Fax Number: 919-366-2017
E-mail Address: sandersonen ineeringga yahoo.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Traylex Subdivision Phase 1
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 262800-58-0045
4. Location
County: Johnston Nearest Town: Kenly
Subdivision name (include phase/lot number): Traylex Phase 1
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh take US 70
east to NC 42. Take NC 42 east to NC 39. Take NC 39 south to SR 2123 Old Dam Road
Turn left onto Old Dam Road. Project is 1200' east of NC 39 on the right
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 687444.4 ON 2225713.4 °E
6. Property size (acres): 71.97 acres
7. Name of nearest receiving body of water: UT of Long Branch
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ Existing condition is farmland surrounded by woods.
Vicinity is farmland with some residential housing.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Construct
a 59 lot subdivision using standard land grading equipment. Dump trucks track hoes bull
dozers, and motorgrader.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
construct a bypass channel for a level spreader.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. None
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Construct a 2 foot base ditch
through the buffer and connect it to the stream.
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
seuarately list impacts due to both structure and flooding-
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) vLocated within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 Ditch Forest No 0 0.015

Total Wetland Impact (acres) 0.015
3. List the total acreage (estimated) of all existing wetlands on the property: 11.10 AC
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage- multinly length X width then divide by 4'1 Shn
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

1
UT of Long Branch Tie Bypass
Channel into
Stream
Perennial
3'
0.0
0.0

Total Stream Impact (by length and acreage) 0.0 0.0
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation- dredging- flooding drninnoe hrnllrhenrle Pte
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable) v
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0
Wetland Impact (acres): 0.015
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.015
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
None.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Unable to avoid this impact.
Required by NCDENR to construct a bypass channel for the level spreader.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wM/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone ,--- F o., Multiplier
1 1 691 3 (2 for Catawba)
2 I 495 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or. 0244, or .0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The existing impervious surface is 0% The proposed maximum impervious surlac,e as
allowed by Johnston County regulations is 15% or 10.796 acres of 71.97 total acres
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal is by septic tanks
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
i
uolsuyor
6q-w P-1 p- &4-MOU3
p N.I
t1LO-90 XVd LLOZ-99£-616 9lOZ-99£-616 I ??
_ l
oN 'I`Oad 16SLZ ON '1130N3M 91OZ X08 'O'd a S
133HiS NIVM HIWN 3-SZ _ a a p n a a d s !?
ooC=..L ?? ONIM33NION3 ° o - ?ana? u0isinipgns xa1?CDa1
/-o- z-s NOSN30NVS s3
I

I?
T •W
•1? T
Q
I ?
i
•A
%
L ?? 1
A
\ \ t
vv\\ \
O
?r1
R
c?
B

,4
F
?r\
c1
f

/e

NI
N
d f
Can)
??
N

I I
U01SU140r -1Z- r gas 3.1M y'-
P-1 P- &4-40413 ? N
?
b10-90 XVd LLOZ-99£-6L6 9i0Z-99£-6L6
1691Z ON '1130N3M 91OZ X08 '0'd
1•
I I
•
'O
^ _ as a
d
ONd
N MM1S NIVMI HISON O-SZ cn d c
a a p a a a
S
os=«t ON1M33NION3 C/-)
3S = uoIsInlpgns xalXD-l L
3W OS NOSa3aNVS a
LO-2-9

,111111

morn .. a U E) di
d
- f-
;;
a?? , ?A - - -

10 _

--
v- L CPO
y«+
'
U)

? 1
C
m
-7
--
) a
-C W 0 U U r- G
0 -? i
j -
?

a -
_
° 0-" N o c I--- ua--
o ? rn ai •- I ? o0 -
--- --L -
-?
i

\ 71
I
000

a o aa?? n O
8 uaij adi? o0
00 6

O yy C N Oo

?_ ?0 0M? O 0-0

NIL 4

±
L
•O
N o
c c -0? +
oc c: -0 a?00 (D ¦ ¦ rn
a1¦ ¦ aQ a N 0Z
O

Nit V O 0 ol¦ ¦ F- It
(o 0 a Z m
- lf)
(?
c r,0 0
U ¦ ¦
L¦
O >
J 0) V
= C-) M
o>
N O O r ¦
rn ¦ ¦ co O
Z) L)

Q. 0oZ to ¦
I N?

Lr) .?1
??? z D
----- .?

--- ----
1
?1
? ? U
a ¦ +
+ ¦ to

N o ,
"? ¦ N
?
co ¦ • to LC)
00
0
00 N

0 ,
1

c i O
0 ?

N
1 +M I ?
¦
?

/
l 1D
0 Q)
U) Q
c
i
U
a1 to
1
v
¦
M

(D
c ? v ¦
o ¦ O Op
N X000 ¦ ?I ¦ N NLI)
U NUS ¦ ;7I ¦ o ?O

Q
L( 0 rn
¦ o I ¦
¦
N
N ¦ ¦
¦
O QQ ¦
II co .- ¦ rn
/ c ¦
¦ I
+:
0 V O O / N ¦ N

E
u n w + C
z u
(v
-N I
3 I Z ¦ O
L
?
v ¦ 1
i o 3
¦ 00
ONE
y v
-cc 00
X00 r7 / ¦ p
3 mN N 00 ¦ N 0 6 N
N Ln .` ¦
O ¦ W
N j ¦I
¦ I ¦

O ¦
+ ¦ v

N x ?, r`
1 X_
? ? ¦

¦ I O a

r`? O
L-
0
00
i (D 0 j
V) ¦ I N In
Pe)
(D
,¦
Ld o
I ?
fr% /

¦

N
w

D
mm m mm
_
¦
to
Ma s I
O 0sr
0 N ¦

N n c6 c6. - 0 c6i c6
00
Q ?- - .-coMcozo.--
J ; I U)
QQ Q
z
I
N
Z m LS
w /

` >
i 0
o
>> w _ --r= -
O I ¦
¦ c U
0) O
2 + ¦ N O

II -
w?
I W (D
M
?. 00
0
Lc)
I??? L
?,? 03
+- F-O
6 C- -- I¦
¦ ?o
J
I 0
0.- 4)
3Ea1
o
o

I
\

¦
I¦
N
\ _
CL a
> m >.?,? 5
2 c c ry p I
¦
,
L -W o 00F-U'1-- ¦
J
N?'w 1]m
ao
El
°
i
m
oo "L
ZJJO_LL1L0_CL 0_Op
¦
I'
= ¦
a1 .?

.a a 2158
2109 i 2154 `1" 2148 2161
2107 2110 1733 Y to
d 22 2
Q 2113 7 21
?
2186
a 58
.•F --,1
21
s
Lime
.7 .

<x?
.8 A
2157
.--
.' 2112 -5
Stencils 2151
\ Z>
r Buffai

2108
5
Chapel

i' 2153

7 Ap
2110

L?
f
42 q 'a J 1934
2150
115 2119 m

1733
a
AA ^

1 q ,?

a ,

'. 2151
1732 2116 0 e 1202170 „ its
v ^' 2118 03 a 2152 2p 21,
149 O7 1
arti,
39 9 1-5
m c Ch.
,
Q 2117 \ 5
'7 2117 .4 Shoeheel
1,?, .3 .o ? ,_? ? 19 4 1.0 7934
Hares F
Cro ads - 2121
?. a 2123 130
1734 122
to
12
r 1 4 123 ?9
2124
1916 -e -
'`?' 1736 `
42
f° 2125
1735'
__fQ945
1947 39
don ---?? 96
ry
F s Branch 1720,
1735
' Chapel
1720 1'2 31 ,
17461, t 1720 <;> B
1745
.5 1745 4 ' <' s v 001 X009 1936
A 1.7 2010 s
42 1943 1937
O
6
1938
N
Live 8
Ch.

39
O
N A O UP
2146
o,

- --.
Vicinity Map
SANDERSON
ENGINEERING
25-C NORTH MAIN STREET
P.O. BOX 2016 WENDELL, NC 27591
919-366-2016 919-366-2017 FAX
Englnwinq and Land PlonnMq
1" = 1/2 Mile
Traylex Subdivision
Phase 1
Johnston County
y
• Batten ' ????? ?\ 1
Cem
j 225\
r ? ??? ?? "'111 (? • ? h . (3fT t.? ??
Picnic Area
123c
Fairview - r
Cem
anch
?N yy _....... S?
. ?- ,,oar .- \ s -??.? / J ,•\
- -- 11 0 - ~
?\ 3s '
rr
BroN^ 19 ! v Cem _ g
.:Celli
`
SANDERSON
ENGINEERING
25-C NORTH MAIN STREET
P.O. BOX 2016 WENDELL, NC 27591
919-366-2016 919-366-2017 FAX
Engfnew" and Lord Plmning
USCS Quad Map - 1" - 2,000'
Traylex Subdivision
Phase 1
Johnston County

USDA SCS
SANDERSON
ENGINEERING
25-C NORTH MAIN STREET
P.O. BOX 2016 WENDELL, NC 27591
919-366-2016 919-366-2017 FAX
Engln"ring and Land Planning
Map - 1" = 2000'
Tray ex Subdivision
Phase 1
Johnston County
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET (1/2007)
1. PROJECT INFORMATION (please complete the following information):
Project Name : Traylex Subdivision Phase 1 0 U- 1 1 y 1, V 3
Contact Person: Steven S. Sanderson Phone Number: ( 919 ) 366-2016
Level Spreader ID: LS-1
Level Spreader Length 14 ft. (perpendicular to flow)
Drainage Area 0.88 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 017 ac. (on-site and off-site drainage to the level spreader)
Forebay Area 18 cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope 6 % (6% for forested/leaf littler cover
8% for grass/thick cover)
,
Max. Discharge from 1"/Hr Storm 0.31 cfs
Max. Discharge to Level Spreader 0.31 cfs (Discharge rate from extended detention wetland or pond)
Filter Strip/ Zone 1 Buffer Vegetation Grass (Grass/Thick ground cover or Forested)
Filter Strip/ Zone 1 Buffer Width 20 ft.
Filter Strip/ Zone 2 Buffer Vegetation Forest
Filter Strip/ Zone 2 Buffer Width 30 ft.
Bypass Method Used Channel
Please include a worksheet for this.
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If a requirement has not been met, please explain why. At a minimum, a complete stormwater management plan
submittal includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet
structure details, a detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete
submittal package will result in a request for additional information and will substantially delay final review and approval of
the project.
Applicants Initials
SSS
*-J SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Project Site was visited prior to designing level spreader system.
Date of the Site visit. Please attach time-dated digital photos of existing buffer conditions.
Level spreader length is at least: 13 ft. per cfs for thick ground cover / grass; OR 65 ft per cfs for 50-
foot canopied forest with leaf litter; 50 ft per cfs for 100-foot forested buffer; 40 ft. per cfs for 150-foot
forested buffer; OR a weighted average of the two vegetation types within the buffer/filter strip).
All ground cover types and their widths have been labeled on the construction plans.
All contours have been depicted on the construction plans.
No structures are located in protected buffers (must meet no practical alternatives criteria).
No draws are located in the buffer or filter strip in the vicinity of the proposed level spreader.
Construction details for the level spreader have been provided.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
No practical alternatives explanation + Variance request. (Level Spreaders in Series only).
Bypass method used:
SSS
SSS
Bypass conveyance method is specified and construction details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
SSS Construction details for the bypass and outlets are provided.
ou - t 9%4 Lo V 3
LEVEL SPREADER SYSTEM OPERATION AND MAINTENANCE AGREEMENT (1/2007)
A level spreader system includes: a forebay, diverter box, level spreader, riparian buffer/vegetated filter strip,
and flow bypass channel.
Name of Project: Traylex Subdivision Phase 1
Address: Off SR 2123 (Old Dam Road) in Johnston County
Maintenance activities shall be performed as follows:
MAINTENANCE ACTIVITY FREQUENCY
Post-construction monitoring-inspect for vegetation, Check after every heavy rainfall for first 6 months
settling, erosion, or concentrated flow. followin construction.
Inspect Diverter Box and clean and/or make repairs. Once a month and after heavy rainfalls/storms.
Look for:
• Clogged inlet or outlet pipes.
• Trash/debris in the box.
Inspect Forebay + Level Spreader. Clean and/or Once a month and after heavy rainfalls/storms.
make repairs. Look for:
• Sediment in forebay and along level spreader
lip;
• Trash and/or leaf buildup.
• Scour, undercutting of level spreader.
• Settlement of level spreader structure (no
longer level; you see silt downhill below level
spreader).
• Fallen trees on level spreader.
• #57 stone washing downhill.
Inspect the Riparian Buffer and the Bypass Swale Once a month and after heavy rainfalls/storms.
and make repairs as needed'. Look for:
• Damaged turf reinforcement or riprap rolling
downhill.
• Erosion within the buffer or swale.
• Concentrated flows downhill of level
spreader-look for gullies or sediment flows.
Mow grass to a 6" height. As needed during growing season.
Remove any weeds/shrubs growing on level spreader Once a year.
or in swale.
1 NOTE: Contact NC Division of Water Quality, 401/Wetlands Unit at 919-733-1786 BEFORE any work
in Protected Riparian Buffers.
Page 1 of 2
LEVEL
SPREADER NO.
1 LOCATION ON SITE (DESCRIBE)
_
At the end of Denvale Drive on the back of Lot
34. _ HOW WILL IT BE ACCESSED?

A 20' Drainage, Access, and
Maintenance Easement.
2
-
3
4 - -
5 - --
--
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Steven Batten
Title: President. Whitley Farms Development, Inc.
Address: 972 Blue Grass Road Selma NC 27576
Phone: [phone]
Signature:
Date: 5,- 21-- 200:2
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, Steven S. Sanderson, a Notary Public for the State of North Carolina, County of Johnston, do hereby certify
that Steven Batten personally appeared before me this Z I day of 146t4 . 2007, and acknowledge the due
execution of the forgoing level spreader maintenance requirements. Witn ss my hand and official seal,
OFFICIAL SEAL
Notary Public, North Carolina
County of wake
--' STEVEN S. SANDERSON
My Commission Expires 11-03-20.a
SEAL

My commission expires: 11-03-2007
Paae 2 of 2
v
i
Sanderson Engineering, Inc.
Engineering and Land Planning
LEVEL SPREADER CALCULATIONS
TRAYLEX SUBDIVISION
PHASE 1

STEVEN S. SANDERSON, P. E.
SANDERSON ENGINEERING, INC.
POST OFFICE BOX 2016
25-C NORTH MAIN STREET
WENDELL, NC 27591
[phone]
[phone] Fax
POST OFFICE BOX 2016
25-C NORTH MAIN STREET
WENDELL, NC 27591
[e-mail]
919-366-2016 phone
919-366-2017 fax
919-422-8020 mobile
150*26*25047 NextelID
JOHNSTON COUNTY
.4210160 .

LEVEL SPREADER SIZING PROGRAM
Rational Method for Drainage Areas less than 2 sq mi [1300 ac]
PROJECT NUMBER 06-014 Traylex Phase 1
STREET NAME Denvale Drive
STRUCTURE NUMBER DI 1 to Level Spreader 1
Flow
A = 0.88 Watershed Area (acres)
Ca = 0.35 Composite runoff coeff after development
I = 1.0 Rainfall Intensity [in/hr]
Qa = 0.31 Pipe Flow after development[cfs]: [Q=CaIA]
Level Spreader Length
L = 14 Level Spreader Length (ft) [Qa*44 LF/cfs]
Outlet Pipe to Forebay
n = 0.012 Manning's n value for pipe [dimensionless]
S = 0.50% Longitudinal Pipe Slope [ftift]
Da = 5.3 Pipe Size to Forebay [in]
USE 6" ADS N-12 HDPE
l=orebay
Ci 1.00 Impervious runoff coeff
Cu 0.20 Unimpervious runoff coeff
Ai = 0.17 Impervious Area [Ai=A(Ca-Cu)/(Ci-Cu) (AC)
Af = 14 Forebay Area [Af=Ai*0.2%*43560(sf/ac)] (SF)
Wf = 3.0 Forebay Width [ft]
Lf = 6.0 Forebay Length [ft]
CHANNEL LININGS

PROJECT NAME Traylex Phase 1
PROJECT NUMBER 06-014
STREET NAME Denvale Drive
STRUCTURE NUMBER LS-1 Bypass Channel
USE THE NORMAL DEPTH PROCEDURE TO FIND THE DEPTH OF FLOW, Y, AT Q2
<Q10INATRAPEZOIDAL CHANNELWITHABOTTOM WIDTH, B. USETHEDEPTH
TO FIND THE VELOCITY OF FLOW, V, AND THE TRACTIVE FORCE, T, TO DETERMI NE
THETYPE OF CHANNEL LINING REQUIRED.
TEMPORARY CHANNEL LINING
Q2= 1.5 Design Discharge [cfs] C= 0.35
M= 3.0 Horizontal Component of Side Slope 12= 4.76
n= 0.03 Manning Roughness Coefficient 110= 6.13
S= 6.00% Longitudinal Channel Slope [fttft] A= 0.88
B= 2.00 Bottom Width of Channel [ft]
Zreq = 0.121 Required Value
B Y A P R Zav
2.00 0.17 0.43 3.09 0.14 0.12
V= 3.39 Water Velocity in Channel [ft/sec]
T= 0.64 Shear Stress [lbtft"2]
I USE NAG 0350 MATTING
PERMANENTCHANNEL LINING
010= 1.89 Design Discharge [cfs]
n = 0.03 Manning Roughness Coefficient
Z req = 0.155 Required Value
B Y A P R
2.00 0.21 0.54 3.30 0.16
V = 3.52 Water Velocity in Channel [ft/sec]
T = 0.77 Shear Stress [Ibtft"2]
Zav
0.16
I USE: GRASS W1 NAG C350 MATTING I
R ? !
Johnston County Residential
Weighted C Values - Traylex Phase 1
Accum.
Drainage Drainage Weighted
Area (AC) Area (AC) C Value C Value
Average Residential C Value per AC @ 12% Impervious Surface
After Development
On Site - 12% Max. Imp. Surface
On Site Drainage Area = 1.00
Grass 73% 0.73 0.22
Woods 15% 0.15 0.20
Impervious 12% 0.12 1.00 0.31
Accum.
Drainage Drainage Weighted
Area (AC) Area (AC) C Value C Value
Before Development
On Site - 0% Imp. Surface
On Site Drainage Area = 1.00
Grass 50% 0.50 0.22
Woods 50% 0.50 0.20
Impervious 0% 0.00 1.00 0.21
Weighted C Value After Development 0.31
--------------------------------
Weighted C Value Before Development 0.21
---------------------
Average Residential C Value per AC @ 15% Impervious Surface
After Development
On Site - 15% Max. Imp. Surface
On Site Drainage Area = 1.00
Grass 70% 0.70 0.22
Woods 15% 0.15 0.20
Impervious 15% 0.15 1.00 0.33
Weighted C Value After Development 0.33
-------------------------------
Before Development
On Site - 0% Imp. Surface
On Site Drainage Area = 1.00
Grass 50% 0.50 0.22
Woods 50% 0.50 0.20
Impervious 0% 0.00 1.00 0.21
Weighted C Value Before Development 0.21
-------------------------------
~ t
\ ~ ~ ~ S
a " ~ a ~Z 1 ~ ~ ~ . Cfl
~ ~ \ ~ . _ x LLJ W
' ~ ' 5. 4 i n~4. O
~ ~a > a 1 \ ~ n.'' ~ ~ r , t ~ ro
,fir ,,,9 , ~ yy;;
a ~ b ~ ~ " k . ~ Q o W F o Q < o
:y ` ~ -j z r-vQ
~~'s 1 k t~ ` N II ~ z (n W
Tr 1. ~ y~ t i1R' O I
~ ~o
a a ~ ~
~ a ~ Z 1 ~ ti 1
~ II 1 ~ r O
{ r \ ~ , O
v o . N O
~ Q
•~~'1•. • ~i • ~ ~ 1 ~ ~ti W ~ J
~~~b 4 o ,ti O LL- l ` 0- V
~ ~ 4 ~ ~ ~
~ ~'a4o ~ • ~ (WL 'S. C:l Y
4+ ~ ~ , so ? ~ ~ t 4 ~ e
i r ~ \ ~ g, ~ ~ r ~ ? ~
~ Z~ 1?~• r t
i 4 ~ ~ ~ ~ r c
~ f ~
~ ~ ~ ~
~ ~ ~ ~ ~
~ ? ~ v~ ? - ~
~ ~ s, ~ $ _ i b ti
i ? ~ ~ ~
~r ~ i D
~ ~ ~ ?
~r ? * ? ~ b ~ ~ ~ 'g, W
• ~ ~ 9~ c ~ W
~ / 4~ t ~ ? ~ 'q,
~ ~ 4 v
~1 ~ ~
~ ~ 4. ~ ~ 0
W
~~'~j-. ~ r
0 , s ~ r
_ ~ , ~ ~ ` ~1 1 x
i~ ~ '~r ~ ? . G 4
t ~ i
~1 i
~ ~i } t
~ 0 ~S
~ ~~a. ~ _ _ _ ~ t
~V , ~ ~ \
,~\1
1
, y
~ \ t
i
j' 'S r~
j
/ ~b e
• ~
~ 0 i i
g1 I
~ ~ Z 4 I ~ 1 ~a •'~Z ~ ~ e
~ O
\v I ~ c' qt's ~i~ ~ 1
~ ~ 4g 11 ~
1 ~ I~ 1 {t ~
q ~d I~
VJ e ~ r
/ „ , ~ 1 1 i
1 ' ~I W
I ~ Z ~ a ~
~ ~1 i Q
1
~ ~ W ~
~1 1R' ~ J
Z
~ ~
• • Q
Z ~ is
~1 jo g! F--
~ ~i~ / ~ ~y~~
i l ,
a a 0
~ m. ~o
a a ~ Z ~ , ~
~ X - Q
~ ~ ~ o ~+e~ LA.
t i LO
~ ~
~ ~ ~ ~ SUN ~ W N
~ 3~~ ~ ~ ' Z ~ i ~ O F-Z I `c
~ ~ ~ ~ i ~ ~1 ~ `a % g4bg`a
~ , ~ ~O' ZJM :;i c ~ I W I o
f ~ ti~ ~ ' ~ ` ' X ~ i
2 i W Z~'D W =WCr) Co
i ~ i ~ ~
i ~ ~ X ~ ~ C F- ~ P
i ~ t ~ ~
i i \ . , ~ o c) C:
/ Z i ~ ~ ~ ~ r ~ C~ N N L`'
i 'b?A4'o e~ o.~. ~
i
! tt C/ / W N °D M
i ~~b o a,
i~ v~
i ~ X X i ~
~ ~ ~ 4~~cb ~ ;
~ ~ `
i ~ ~~S~c ~ ~ ~ ~
X ~ ~ y~~ ~ Z~~ ~
• ~ ~ ~ ~ X ~ ~
~ ~ ~ ~
~ ~
i ~ ~ ~ ~
~ .~i~ ~ ~ ~ ~
~ ~ ii Z8 W W
~ ~ X i ~ i~ ~ ~ C7 V) W O W Z
i ~ / i O O V d
~ Z ~ ~
'moo ~
1 ~ ~ a O
' Z 'l ' ~I ~y
~ / i ~ ~ a ~ N
r -~j a a a a r ~ ~ e.
~ ~ Z~~, ~ a a Ce
o ~s ~ ~ e~ w4 HI N 1 ~
N ~ w ^ ~ 0.
N ~N
N
~ ~ ~1 ~ N O o ~
~ , til N
' ~ ~ a ~ ' Z~ ~ ly d ,y ~l
1 ~ a ~ ~ `
'b ! ~ ~I ~ ~ n V s
d ~ w ~
\ ~ ~ ~ a r , I 1 ~ ~ r r i I ao V,161 _
1, ~ ~ ~ ~ v~'rJ v0 N / ~ cn Q 65 = V t!~ L. J ^ Z LLj = - v~ to v -
a G ~u ~ ~ ~I ~ EGG ~O~O ~i
£S, ' t~ ~ ~ 01G r~ ~4 6 ~ Q. 1 d ~
~ ~ ~ a ST E~•
a ~ uQ
• ~ a ~ a a 6" ~
~ a r W Wi
~ ~ a i~ 1 '~t a a Gy ~ = H Q F- Or
' ~ a D 2
~ ~ ~ i 4_ 1 Z Q cn U v Q~.~ ° ~°o
r iii NY~ z Z a`~ WZ Nw ~Z~
~ e~~ ~o ~ZJ D Z~~ QQ tn~ Z~Z Q - Z . LLl
cj, ~ 1 Uf~~F-- ~ 0 >}D N J QZ~ Cc- 1.1.E
~ ~ ~ ~ z v~ =~Z °Q J a~ ozw w
~1 ~ rn~~Z w ao ~j~ ~a c~Q~ V i
N c0 n=o ~ Za a``' aaa F
rn II ~JU WU w~ _ ~N ?~Z ~ aQZ ~ ~ m~ m~ J F-= ~>c ~w J lLLJ iZ
\ , / ~0 ~ IV)
4~ / i/
Qj ~~Q W ~oQOZ W ~ cnN aNCn cnw Q WiI~ ~O
X Q ~aaZ° ~ ~ ~ oQ oQ a°c~n av _cc U
~ ~ ~ w ~ a ~Z°J ~ ~ Q ~ v~ ~ZQ ~O~ c=i~oo c=now Z )W
~ rvWmQw ~ ~ nl ~..5 __~U __Z~ Q t
Lr- z w u- ~ ~o0 'L ~a oW~ 0<0 o z ,Q
\ \ tP w w °DW~~~ Q U cno E-zQ oQ ~~Z F- zQ = D o (n._cn L~ zz c~6m f- vi coo- coo f
0 V-1 Z OQ QZ UZZ Q J Z QN~-
W a JJ~~~ ~ J UN ~w~ moo ~Z~ ~0~ W J~
.0000, _ ~ J Q ~~~3~ w ~ m Q ozm z~W oQm oWa
Q F- w F- U) N _I Ir 0 10 m 10 v wz w _j wQ~ w~! Q ?Q
r O J W W lZ ~~c~n ~~ca.) F=--~~ tz-~w 1 ) ~ f W
O \ U ~ D i~ ~~iKi4 Lri O ~ 0-) (n Q~ oW :z a- W o a> C
NZF- M0 F- .4-:2 d tnQ0
O \ V

0 0
mmmmm~ z Dmmmmm z ~
W ZVIUt(nN(!~~ A(/1V1V1NN W 0*4 W
~ O ~ Z ~ N O U 3~~~~~ W N W r LL
UUUU N g z JUUUUU ~ 0 a O
F- ~ o W s 3 ~ ~ a ~ ~ ~ W - a
Z W p N' W~ oNNNN . O m • a o 0 0 o a0- NNNCVCVCV o~~ J
g g . + + n ~ z li. W J a- U Q J O w m _ t a ~ J O p Q F- 7 W O Q Q ~ LO F
a ~ s 1 1 I i F- ~ Z i 1 i m p = U W n t a i. m Q O O N w ~ W
J N tn. N- • - ~ ~ H e- o ~ + Q O O ~ I I I I . ~-J --I J ~n_ iv_ ao_ a o N se a~ ~ ~n o O > r
_ 0 ~ ~ H M ~ M ~WMQ a. O Q Q m Q _ a U 3 w M U p p O `ZZ
to 3 ~ zoo o ~.W. M a a a a a ~ -Q W ~ to p N ~ ~ ~ ~ ~ N Q Q Z Q~F_~ Q. _ ~ ~ ~ W ~ Q J r-1f1r~i0 ~ W ~ n.WQW 3!~ ~~c'laDtoN~ ~ O
a W a- O W _ _ _ Q = WW~W • o o f- 4- Q~- I O ~ o o W ~Z Z N I I I I I OW UX O N
i I J ~O ,a J _ ~ t ~ io o b OW (n ,OW t7 C'1 r, U QH~ J J ~ O~ } J Z Z N1~'1t~Am1~ O iNN r
_ _ ~ n a ~ - a~J Z W W r, o b ~ U ~ Q O ~ I I 1 I I J Z Zt/?Q Y 1 I 't W - U 3zW W _ ~ W D mp U O I
m ~ i~ Q J p _ = W o Q ~ o + + W J QN NO. _ = a N~ Z W m N o ~ I I I i O~ UO - Q W O~~t a (D N 4
I I I b N i~ h N p Z (n W O U - 0 3 = } ~ 3 n o ~ O F- w 0 O Qm m ~ ~D O = WZ UVW ~OJ ~ ~N(V }
~ a b f- W O O Q 4. _ 1 I I I I 1 I W F- ~Zo 3 b w W O w w I Y N Q W
~ h :r o 0 0 ~ W J= Z -Q ~W ~ m= p-W ~ ~~~~Z m Q li U O W m-~- c c c • V O _ F- C [ w z co a. V)U zp UU> » » N C C C C C C Z O '1 LL-
~ o cn z •t X ~w owQC3? m ooooc _ 00 F-- QO ~ ~ Ww oa ~aaW z ~~L~ W Utz. t~- UFO C9C ~ O O O O O O ~ ONN N j~0i
o U1 - ~V1 ~ p Oc~U Z W ~ W W ~ J- Q Ja N O - = J_¢1Q ~ in O ~ W ~ JW } O =tn 3333 ~ C9 C9 C9 C9 C9 C1 Z :333333 ~ j~~ ~a w 3 o cn o
g ~Qn.Q> a z U z JW 0 4 Q~ m a_cnQ Q o 0 0 o c _ a U W ON o a s N ~O~OI ~ ~ ~ c0 ~ _ ~ 1 0 0 0 0 0 0 p 1 0 0 0 0 0 0
=V) ~N Mgt In - mmmm0 o ~ ~ • _ ~ N Immmmmm Z inn yL OV4
W W ~ _ ~ ~ o ~ : NNNNC o + 0. N N ~ a = n o t0 Q - ~ + ~ o 9 INNN(VN(V m -n~M ~ Z~O~Z ~
a cn ~ ; 3333. m w i
z w r~~~vv~ ~ oNN ' O'LLZ 0
o w ~ v? o
0 W ~m~N~ ~ JMM~~~ ] m ~ (V ~O ~D N ~ • t 8L'O l Z i° )MaD1~cVM~ W JcOCD t ~ O~ ~ ~ ~~<<Z M
ZH ~ N~ ~ ~
W ~OpNtO~ ntDNi0~1fD~ N
W - 3 3 > N~~M' - W > N V~~~~~N 3~~ ~ - 5~ ~ ~Z
o r- S 0 3 ~ W W Z d a ~H co
O O ~~NM~I O - ~ ~ ( ~ ~ f ~ -ar~tnaoa~ o~nco LS'llZ W 11.1
Lt. m ~ 6'lLZ ~i > J
z~ lH • ~ LL
0 £'Z lZ
£9'Z lZ =3~/l3 0 DO
09+Z l ~S~A3 ~ Z8"Z l Z w °C
s•a ~a N J n'
l i i ~ ~ ~
N+om 1 4'£lZ Q i
+rri~ ~ , Z
~ N =~NN~ ~ ~ L4'£LZ + Z Q
J a i N ~ 'oo ~ 9'~lZ c~ w~ a~ N~ o ~ W J
Z~~WaY N ~ ~ 65'£lZ D~
•
l~ 1/ ~=aa ~ o _ _ ~ L5'£lZ +
r • ~ ~
• ~i £5'£ lZ ~3~A8 ~ ~ 9'£ lZ .
~
lZ
t ~
~ ~ ~ o -~~z
z~£ ~z
~ . J ~ j~ I '
V • 1 ~ ~ s-z~z
o` t ii'F
• i ~a-~~z
o ~ ; -0 sa~~p f' ~ i ~ L'ZlZ o
~ Z`0 ^ ~ i 9'Z L Z Z
Nt 8 ~ ~ ~ i
/ ~ ~ 0
/ • fr 1 ~'ZlZ o
~ I I o ~ , ~ Cl)
a~ ~ ~
i ~ ~ ~ ~ I I ~ ~ z~z ~z
~ ~ ~ ,Q ~ Sa J~p r
t N ~ ~ ~ - i ~ W W
r ~ i ~ O ~ ~ O£~ f * <
'i i~ Q
T f ~ T > ~ ~ ~ ~ ~ ~ 4 ~ ~ sl-alZ °o
i /i ~ Q Q O ~ i ~ 0"ZLZ ~
OL
~ r~ T • W
1,---- .~..~.__~-___._i ~ -z ~ z ~ , ~ o
'bs ~ ~6 ~0 as- < <z
i 959 T ~ o-a ~a
o ~ T 1 ~ ~ ~ Q
0 ~ o ; l~•Z~+o _ T
• ~ 8 ~ ~Z
~ r ~ ~ ld 'I~ i~ T T
8'llZ ~
j ~ T t ~
i r
~ . ~ 'bs Z6 p T ~ 0'Z lZ
S t
~ ~ ¦ ~ 9F' t l Z°n t + ~ 8'llZ n x ~Q
T ~ ~ i T i S rn ~
o ~ t ~ i n n
+ 1 T T ~ o~ S'llZ f ( 80'LlZ + 4 ~ ti ~'LLZ ^ E { l'tlZ
i T ~ W N W
1 ~ ~ ~ T F- Z ( c
~ T
T ~ Q W'I o
Z V- ro
L8'OLZ ~°n Li LLJ Cn
6'OLZ ~
~ T o co
~ \ c~ d ~ ~ T T ~ 9'O lZ ~ ~ ~ ~ t ~ £S'OLZ + a ~'OlZ ~ 0 D v
Z V.- UNN W i O ~
~ j T ~ ~ ? ~ ; ~ 'A
\ ` T/ T i N0tO M to
~ `r s ~ ; s 1
Oa)
\ \ , \ ~ ' AGO ~ T u 1 i j s ~ V vru s o i C
t t ~ ~ i s O i ~ i ~
T \ c ~ ~ ~ ~ c SZ'o lZ ~ • + oo~z
~ <
~ L ~ ~ T } j f ~ _
s soz ` E ~ i ~ t l
8~~ ~ ~ ~ i f ~ , f i ~ ~ ' ! ' ~ i ' O i i
Z C~ a L6 fioZ o F ~ T j o o ~z
~~o ~ . i f i i f t ~ }
i i f i i !vn! /V~nJ /V~^l 'Vn1
s oo~z i VJ VJ VJ
o
o~ soz • + ~ o~z V W w W
~ ~ ~S 5 f U
` ~~x ~ ~ t i W Z w 0 o v a
, ~ lZ zo
R ~ ,
~ i { i z~ soz o 0
zo~z i ~ ~ ~ ~ i ~ ? ~ ~
. ; ! 1 f i ~ ~ s ~ ~ ~ I
• ~ o~z
~o ~ ~ ~ ~ f ~ ! ~ ~ S ! i O
j ! i ~ ~ soz s
4 • s 8 60Z i t ; ~ 1 i ~ ~ s
o I ~ 1 ! { ~ I t
~ ~ ; i •soz 9 N
j i1 ~ ~ ~ 1? s '
i ~ o ti 98 8oZ o
bso ~~,1 ~ t o i + s ~ 60Z ~ ~ : ;
sOg'O9 • ~i ~ ~ ` . ~ ad c i > !
o ~ o r ~ t= o i i ~ ~ f 9'8oz OS83
~ N ~ 4 i ~ s j 1 f ~ ; ~ f
~ ~ ~ ~ ~ ~ ~ ~ 3 ~ ~ ~ O ~ ~ ; ~ s5'8oz A 1 , 1 -o loo
t t ~ T~-~' • T s coz ~ N ~ ~ i _Q Q°° Z W= -Z C-5 V) w
¦ f i ~ ; i ~ I 1 i ~ ~
\ t ~ i ~ I t 1 i d 4
U ~ ~ Q ~ o'coz ~ i t ~ 1 i ~ ~ O ST Eli
~ r • ~ ~ o ti i ' ~ ~ l~ 80Z o ,
t0 ~ 4 ~ o~ t l'90Z i N
N ¦ as ~ v ` i ! } t c ~ U S i
\ o ~ c Fes- ~ ~ p LV a ~ o ~ 1 ~ U ~ t ~ a ~ , 0
O • + \ ~ N N - ~ i i 0 SOZ rn ~ i ~ w v• • i ~ O i O ~
¦ i ~ ~ ~ • f to O,N s
V~ j N ' ~o goz ! - . N ` - - i z'~oz c0 t ~
a~~D ~ ~ ~ • a l ~ i cs t t~ 3®O-,O i ~ ; i it ~ i
c d ; , 1 ~ i t
. -J ~ 'rte-. 1. U O ~ a O 3 z i x ~ ~ I $ !
t ~i ~ I f o
o ~ o u y~~'•a •x3 ab~t~ ~ 3py .0 X3 i 3 ~ 3 5L LOZ o ~ + Z 90Z t ~
~ M ~ - L ~ ~ i E S ~ 4 , i ~V)
~ d C ~ o u v ~ , O Z F O a to
_ ~~ooo o ~Q~ tl)w~r ~ p ~ C } V O 'V U O 'p -p 1n p ~ ~ o soz 5>
~ ! i ~ , ' V ~ ~ ~ i o N W o ~
p~ U ~ O O C ~ ~ - O O O VSO NUW / O ~Q ~ i a. ; o ~ v e~ coz U , f ~ soz
~ _ ~ o ~ . t - ~ f ao o ~ t ~
- - - d ~ _ _ - - _~o~ co D O ~ o , f , r- i ~ ~ ~ III ? ~ o s
~ , - 'LOZ
w I 9Z"LOZ = A313 ~d
rn
~ w l l+0 = d1S U~____L 6~'LOZ o of a o ~ , 9'LOZ o
w t w 1
_ O w O
1~1 \ ti - 0
w w j - ~ W
1 _ 8 _ n d .0 9
VO& VG (170

o-os ~ ~ 0
0 z z co
o ~ O F9'06l°~ w w w
sa~~~ gg'0 ~ Z'06l N N i, z ,L N o
•bs lgL`gZ Sl y~ i; i'
~ ~ ~ I I ~ ~ ~ S'06 l II ~ o ' ~ ~ ~ 88'06 l + Q U- c'os t N ~ ~ ~ ~ ~ ~ O
sa~~~ Zg•p w Z ~ Q 0 0 F-
-bs Z88`SE Q M. of
Ll z
~ ~ ~ N U x i ~~-~s~
~ ^ ~ ~-tst N r~ r 0
~ ~ ~ o ~ N o 1 N o 1
DN~I~
~~~s~ } a } Q
• , o ~ w
. sa~~o 5l' l 8£'L6l + S'06 L N w O J
~ •bs OZ6`6~ Q CJ a-
• 9L 0 y~ Q W ~ D V )l
• 2 ~ ~ o'os t
~
? i" £9'l6l h 6'68 t N
i i ~ ~

? ' ~ h 6'68 l

~bxs~ Q sa~S gQ.Z S~/o . , , ~ ~ ~ ~ % ss•~s~
589 06 ti , s•~s~ / ~ ~ N
/
ai ode ~ o~ e ~ .t c
aQ Qt~~~%~ ~ ~tiJtb ~ ~ p ~ ~ ~ 0~5 3 W W ~ 1 O
•O ~ '~~i h 3 Z I ti £ l'Z6 l > J
~z . m ~ 1 v ~ LL
c OO
I ~ ~ _ SZ'Z6 =3~N3 a W ~ fi 66 L
ao o a; w °C
~ • ~ ~ sa~~o 68'9 ~ p ! w N rn ~ S~'Z6l J a-
~ ? ~~i•' 'bs 8S0'00~ ~ ~ ~ O'Z6l r~
a ~ l ~ o `V ~ ~n~ a ~ c~, V ~ M3 ~~O Q~
o N~ N o ~ ~ tS'Z6 L ~ ~ Q ~ o I £'Z6 t >z
• • zQ
sa~~~ gS•p °o~ , ` 1 - p N W Q Y ~ ~ Z~~~6 L + w~
Wmmmmmmm ~ ~a i O'£6l N
lS oo i Z«~v~u?v?tnv~tn
i c~ ' Z o N N N N v' 6'£6 L= ~J~B 86'£6 l ~55~~3g5 o s-~s~
a - t+~ ~ one
\ • z °a o ~ a= p i £L'~6l +
~ CINNNNNNN~'.~~ e Z~~G~ N
Z N
~ t O p i
~ sa~~o g~•Z U ~ 41 in. N_ co_ Q D L'46l
~ ~ •bs 600`LOl ~p ~io~oo~a?~ro 0 0 0 ~ a ~ uoo i o
~ , £l ~ • o ~zz lZ'96t ~ o t Z'S6l N
o ¦ ?~iA~in~OtON~ N ~ i
sa~~o 95'p N ~ 1 s s
•bs g~S`~6Z ~ N L ~ ~ 0 o~ar»~~or~ O iNN ~ £'96l
Z5 ~ 1 1 3
0 1 z z ~ ~co~~Od~v o E~ ~ OL'L6l
\ 3 13 ; ~ E S N ~ 0"L6 l N Y f
1 v ~ ~ ~ ~ zi
N ~ ¦ cCCCCCC Z ~ Z o00000o Z ~ S'L6l
1 f o c~c~c~c~c~c~c~ ~ O
0000000 0 r SL'66l Cl)
O ~ O ~ ~ 0000000 + 0 ommmmmmm z v ~ £'96l N
+ ~ sa~~o Z6'0 sa~~o 6~'0 ~ a NCVNNN(VN m aM~ '
~ 3; 3 3 3 3 3 Z £'66t
~5 , Zl W ~
¦ ~~t~~'?~~ ~ 0(ViV O ~ w , 99'OOZ + mW
¦ ¦ rn g•ppZ N
f ~ J1~AM~nNl~~ d' ~fD W J~~ ~ :3 CD
~Q
3~co~"~o'~~a~N cn ~ 1 8'LOZ
. o a ~ 1 S l'ZOZ + x=
o ; ~ sa~~~ Z6'0 ~~NMdf~IDG> o~nco ~ L'ZOZ N
of i v 'bs S66`6~ m ~ w
i ~ l l t 1
~i L'£OZ i
~ , . a ~ ~ ~ o ~ o
¦ ¦ £9'£OZ + Q
0 i" w 80~~OZi .7~ i ' ~ ac
5~+6 L = ~A3 ~ L£'~OZ
sa~~o Z5•p ~ •bs ~SS`ZZ ~ p 6'~OZ A
~S ~ i i o Of t0 I ~ ~~S~Z ~ t,. I / 1p ap S~S~Z O?
t +t ~ i ~ N N ~ > ~
rn ~ b o o . o_ ~ 1 os~soz
¦ \ ~ W V a M N~ 0 8' S O Z
¦ ~ ~ sa~~n ~8' l x ~Q
~ •bs 0~9` l8 1I1 W h N N o N 3 FZ ~ ~ N W Q Y ~ sS~SOZ + Z ~ m ~ ~ ~ ` i ~ S'SOZ m Cn LL.
t ~i ~ Ol
I 1 1! M ~ j v~ r p ~ 5l'90Z W O rn W N
r ~ 'S, I I v lZ'90Z =3 l'S0Z ~()N c
¦ ~ Q - c ~ ' Z I c V) to
O ' t ~ - e + ' ~ S l+8 t ~S~ a 41 v i 0£'90Z ~ to
o o N . s~~oa ° r ~ ~ o o i ~ , ~ t m o Z -JM c W I o
sa~~~ Z9"0 a, + - - ~ ~ \ Ntn ~Me7 ~ a a) -j
-bs ~56`9Z o ~ ~ • - ~a N ~ c~oa I ' W Z V- v
ya 5S X ~ M M ~ M 3~~ ~O j o ` ~ 09'902 ~ ~ ~ a•soa ~ { o i ZWm °
X~' din ~p ;uawa o3 abnuio ,OZ Z 0 (D
ro M/ n t i ~ x V- (D o V.-
~ ~,w~, a^~ J ~l ~,~Qnd N ; i r i
i L'SOZ V N N w
aJ4D9''~~s~0 a~~~~D S ~ i n> ~ ~ i i ~ LOx0 to
\ i~ i ~ ~ 0 i ss-soa } 0'902 n NcO
_ w ' Q ~ i' v°1~ o V) LLJ m M
xZ ~ o _ n : o~LV~ ~ t 1 ~ 1 i o a,
40'LOZ = /1313 I ~ i 1 v,
c o+~_ Z'90Z ££'SL+9l = V1S 1NI ~ i
6U~ 00+~ ~ oc~vo anus a~oouuo}S o
M - Z ~ a~vp , ~'M ,NO I ~ N ~ v v 6l'LOZ ~ b'90Z ~
9~n~SiO ~~S ~ t ~ ~ ~ v 3 i S
t ~ ° o
i ~ ~ U Q VAN o°, ~ ~ 9'902
~ ~ ~ K ~ ~ ~ ~ °
sa~~o 6L'0 ; = a rn ~ 84'LOZ + o t 8'902 co 1 m V) 0
95 -°v~ m t ~ i ~
o~ ~ ~ ~i•~ t'LOZ
~ ~ ¦IJ ¦ I o p W faai W
oN I ~ v ~ ¦ o ~ i 8L'LOZ N W O
I ~ ~ S2J~D Q~'C~. ~ i?'LOZ ~ i i 0 o O l
t ; ~ 'bs SLS`LlZ
° 6 £6'LOZ =3~A3 ~ ~ £6'LOZ - i L'LOZ
SZ+SI =SaA3 ~ 0
~ 5 i ~ ~n ¦i Z l'SOZ ~
sa~~D lL'0 z o i ~ •o ~ ^ N ~ O'SOZ ~ i
d ~ ~ ~ j i ~ 4
L5 3 ~ N O~~BOZ U u p o ~ Z'SOZ
~
¦ N ~ a Y ~ SL'80Z
~ ~ ~ S'80Z ~
f 4 `
SZ'60Z ~3~/18 SZ'60Z - 6'602
J ~ ~ SZ+~ l =S~NB
sa~~o £~•p ~ i 0 9L'60Z ~
- Z'OLZ ~ r_ Ilos
85 , °o ~ ¦ ~t i
t
0' l l Z f ~ o o cs~. _
~ J; ~ SL'OlZ + _ o~ £'llZ r~ ' Q ao cr ~ N co Z W
¦ I•
¦ ' ; t nl~ ~i ' O
D f-
sa~~~ gL-p f ~ ~ °c ~ S'llZ n o `o 4
~ ~ 'v 7 7
o ~ vi o-~ l9' l l Z p o i 6' l l Z r~ A 0
M ¦ r ~ ~ • ~ U~
~ ~
i c ¦ ~ o C C O £~Z~Z
¦ z • I¦ Z U Q £9"ZlZ =3~A3 0 n
~ ~ 09+Z l =S~/~3 t ZS'Z l Z + 8'ZLZ c~
~ E i E J t i J o tO r
¦ ~ sa~~~ ~g-Q ' o I. i LZ'£ lZ
~ ~ ~ ~ o '~3 'bs i?6Z`0~ i
t ~ i~ ~ $ ¦ + M ~
~ ~ ~ ~ ~ ~ I N~N~ ~ L~'£LZ + ~ Z C*4 `
~ ~ ~ i ' +t ~ ~ a N w ~ 0 9'£lZ a W~Q ,~j N M o F O - cn
~ZNW°QY ~ 6S'£lZ > W W
N I ~ ~ 1, 1 ` aa~~ i L'~lZ i w
1 I1 ~ = i
~ ~ ~ j ~ t~ . ~~i? i ~ z = ~ ` ~ LS'£lZ 11')
~ • I ~ 0 v S2J~U ~6~0 1 c~•riz -3~A9 i 1 9'£lZ r r--
-11 obs 022'0-V
0 :3
~ c T VC tz
¦ T 0£'£lZ + 0
i• o ~ Z'£lZ r- qr-
y
¦ ~ s•a La 0 z
saaOo 26"0 o Ix
• i ¦ i •}l •bs S92`0-V T T COT ta o
¦ 9 As,

a0 C 0 ~ C U C \h
.a o O m o ~ t~ Op Up L II~ 0 z
~ ~1 _ ~ v o , ~ ~ co w
vo o ~ w ~ ~ v? o +j aC~ .+C •-v o~ acv t ! W S ~
Ol~~ L ~ 04U A -~a O O ~ r N O
row '-N ~ ~ o U ; 0 - O ~ m ~+~I ~ W
O a~ L ~ C • ~ Q~•- v° va v~v ~ Z Q
ifCl.~ ~ ~ A v F- v~ o v~ t- ~ A - a o- o ~ ~~~II o H 0 J
v v ~-7 c - Ll o ~ Q 0 ~ V O
~ . ~ ! •f' ~ N ~z III Q~ ~ II Fr- Lij
• ~ a ~ c o ~ °D - z~ rm~ p ~ c~-:. z
i •a o i ~o - w ~ _ ~ r-
'_'h c o a ~ p0 o - v+ v, ~ i o
3~ o i o~ a~ - rn a~ ~ o ~ . ; O .v op = p vL3 r~ L ~p o' 1 00 •v ~ ~I1~\\ ~ ~
t ~ 0 ~ p W++- Ct ~ _ ¦ ¦ N~ O (A L I- o v ~ d J O O C - - O I ~ ~ t~ n a o i
c .o ~ o I c v F- O~ 1 a Qf p Occ p ~ aQ Z o ~ UI t~ L p h e r N i p O y N.- N D ~
o c ~ U U ovo~ ~ 1 ~ - - o N o v o ~ ~ o ~t O Z ~~r ~ ~ 1 _ ~ ~ ~ X00 O ~
o 0 1 Q C to ~ ~ o C O>==V ~ 1 J h0 ONE=~ Q
~ N O 0 0 ~ 1 O U b w O ~ E ~ Q 0 r 1 0~ ~ ~CQ{~ r ~ W -9 cli J
o / Q~OOZo 0 O ~ - ~ ~ ZD F- CL- U'
to • • W Q wu 3
D 2 o un o
SAO N~Od ~
_ t ~ N N I- mao ~oaD ~h z
1 r ~ ~ U ~ ~ • rn 1 U to ~~°rD°~-°io'?~iozoO1°r o 0 0 0 ~,ti Z N o rn ~ 4
~ ~ a~ 1 ~ v . a~ ~ ~ 1 M N W N ~ ~
U ~ N ~ K? ) ~ t0 ~ ~ O'lOt D o W
1 t~ ~p O O ? ~ ~ w o ~9' LOZ ~ 0
~ ~ 00 ? N w ~ , r ' ~ ~ o 0~0 ~ M rn M
W a >~3Eonoo ~ /
~W W o oo~tn na I ~~~O7i
• ~ 1 / O . • o • ~ O1 w o 0 0 ~ / wi oo°-o`o`oaaaoo ~ ~
• . . ~ T • • o ~ ~ ~ / . N ~ • ~ z~~a~~aaaoo r o ££'£OZ + 0 W O
~ ~ .i.+ . 1 • . - 1 J N Z ~OZ M f rn
• ~ ~ / U 1
• nJ ~ ~ ~ U ~ / 0 1 C ~ N O U 1 U / ~ o ~ ~ ~ p ~ Z'SOZ
c I~ ~ / c 1 ~ v ~ o ~ O ~ 1 .a 1 O ~ to N f N 1 O
~ 1 I to O - ~ / ~ 1 O U N 1 p In o ~ l0'SOZ +
w 1 Q o N O ~ / C] 1 _ _ _ ~ ~ t'90Z o0 1 M f M
~ N 1 / r- 1 O i J
• UU O ~Q 1 • ~ e- 1 Q '
N m ~ r r 1 ~ .N ~ c ~ ~~L~Z Z5~9~Z ~3 ~ O
V O a1 o VOO o / U ~ ? C a ~ Z 1 L O
a ~ ao ~ ~ U E N N M 1 to v- / o r- E U - ~ 1 / - / Z SiO+$~ ' s9~9~Z ~ ~ L'LOZ c+o O f ao
r- N U 3 i ~ , ~ o L ~L ~ c o U ~ ~ 1 O f M 1 M Q
v moo ~ ; ~ - w.cc ~ d / ; 1 N o o goo ~ ~ ~ 1 p ~~•coz
m N O ; to N N / ~ ~ O v N ~ 1 • fi'nn' 1 ~ ~ ~-~z
N ~ ~ ~ / VI j ~ 1 Y 1 1 O
N 1~ / I ~o-~z g s goa M f n
¦ M
~ i o ~ ~ v~ ~ t vr- j ~ssoa o m a•soa
¦ i ~ o
~ ~v ~ Q~ "'v~ i x~, ~ ! o~v c°r m n a°~ ~ 48'802 o 0 0
m ¦ t ~ ~ ~ ~ p`~ O ~ r~ o n e v ~ ~ i?'60Z n M
~ ~1 0 j ~i I Nll~ I MN1A~ ~ ~ M 1 Q / ~ ~ ~ O ~ ~0'60Z
M~~ j ~ It ~O N W Q~ N p ~ ~ S'60Z
M~a ~i~q~d ,OS °0 0 ; ~ cv Z Z~ ~ j D y N f
anuo Main~(~S c^v i ~ aaa~a ~ 80'602 0 Ul
i- i ¦ co M
~~~s~~~Ma~~si~a~~~ r~.~~~~ ` ~ i i=
¦ ~ w N ¦ ~ ~ ~ ~ N 66'802
LS"802 = A313 1NI~ Z'60Z
oo+z ~ ~ ~ ~ N o lL'60+9£ = V1S LL'80Z ~ O O
M ! ~ ~ °0 ~ N ~ anud Maind~S ~ 6'802 coo co
h ~ 1fj~ M M
n I~ N _ N \ O Oi~'80Z
}~uu~ a~unq~n}s!p ~ S'SOZ
w N ~ ~ i~ 0 8L'LOZ ~3~V18 06'LOZ O
Q ~ _ ~ + r_ LO
U ~ 0 ~ ~ ~ ~ ~ ~ S~+S~ =SAAB ~ 6'LOZ M W
~'LOZ
N t~ p I¦ N 0 oN ~ + t O ~ s" i o D
~ N~ ' OL'90Z + ( ~ L'90Z M n
1 ~ 1 N
¦ ¦ i
¦ ~ o'9oa
w ~ ' ¦ N ~ i o
U i ~ ~ ~ ~ lS'SOZ ~ ~'SOZ ~ n
O ~ ~ •i ~ v i M 7
NlI) t ~ U ^ ~ O
11') 0 i ~ ~ ~ -Q N ~ 00 O 9 ~~Z
N o ~ p ~ N ~ + ¦ C ~fj 0 1
~ 1~ ~ p N M~ ~ ~ 1 1~~ti0Z + 7 H
¦ o~ ¦ ~ ~ 6'£OZ ~ r)
~c 1 I ~ ~ t
~ o ¦ ~ 2 1 ¦ £'~OZ
N 1 i t J p
N ~ d 3 ~ ~ ~ ~ ' ll'£OZ X
O ~ .`v ~ ¦ t0 ~ D N~ (n Np~ L'ZOZ M ~ ~ ~ Q
~j0 It ~ ~ ~ t t Q1 L.~. LO
N NtA ~ ¦ t(j ~ Z'ZOZ t6't0~ ~3~/~3 ~ ~ o
O ¦ N O W N w O o+
M - l6' l OZ ~ N C.~ c
M! 00+ C l OZ r+i M / c (n to w to
~ ¦ ~ f!1 E ~ z J to
i ¦ Q ~ J ~ ¦ ~ ~ ~ ~ 9Z~ ~~Z ~N~~ j Z~IOZ
~ ~ o ~ ~ ~ ~ ~ c LLJ Qw m a -v
m ~ c ~U lI') ! r ~ ~ o ~s-ooa + I LILJ W 0 c
Q ~ M a L'OOZ c~ r ~ c
¦ ~ ~ p 00 N ~ ~ 1 a N to W ~ Y ~ ~ M > Q o co
jl o ~j0 a a OL~66 ~ S'66 l z vo- to v o V--
¦ N O ~ C-4 0 cri N w
O ~ + ~ L'86 t ~A8 0 - 8L'86l + X !
i +Z~ /18 ~ ~ j 8'861 M LO ~ Nom M to
~ ~ ~ M
Q ~ ~
~ ~ O ' ~ ~ ~ ~ ~ M ~ ~ ~ ~ ~ ~ s-cs ~ v C; a,
(V~ M ~ U ~ ~ U ~ ~ O CL a~
N~ a ~ ~po0 se•ss ~
Z ~ ~ N t~ ~ ~j O M 6"96l M
~ N
t 1 ~ t ~ ~ 6'S6l
O O ~ i
+ C l6 ~6l ~3 0 - l6'~6l +
~ p ~1 ~ ~ ¦ Z ~ l~ ~S /13 6'~6L M
t N
iq ~ m ~ ' l0'~6l i,~ O~ON ~ O'~6L
M D N Q = ~ . N ~ N O ~ u~ > N
N p p n~ o ~Z~~s ~ + o ~
¦ O N j N ~ a~ r o ~ Z'£6 L o W W W
~jW ~Y O M a = O W Of 0 o v a
_ ~ a ~ 8S'Z6l ~j S'Z6 l
~ o ~ O
O ¦ J o O 90'Z6 =3/18 0 Z ~ - 90'Z6l ~
~ N ~ t ~ ~ ~ N 0
~ V . ~ ~ W
' ~ ~ ~ I N N O ~MCfl U t t N~ Z~ ~ _ ~ ~ 3 9~~6~
0 ~ t 1 pp lA oD O
~M ~ ~ ; ~ N ~ I11 a ~ ~~-~s~
ti ~ t o Q ~ ~
W N LL' 6 L =3 ~ ` N
• m ~ ~ ~ ~ c ~ • 89'061 O
S V ~ 0 9'061
• ~ v.. i' ~ Q ~ v + ~ ~ W 1£'06 l ~ Ln
~ N j ~ w
~ N ~ ~ ~ ~
v~,~ ~ ~ aQ ~ v o ~ i ? ~o rn mmmmmmm ~ ~ ~ N r ~ o = LO'06L
w tnQ~ ~ a ao o L'68l ~ U _ ~
O ~ ~ ~ ~ cfl fn O~~(~/1(~V1f~/1N Z ~ ~ ~j a Y ~ ~ ~ O ~ ~ o ~~~gg35~ o 0 0, , 3 0 0 ; ~ c~ c~ c~ c~ c~ c~ c~ a a a ~ ~ ~ N ~ L6'68l + = W Q 3 3 , ' r~ 9'681 N _ o ~ ~ ONNNNNNN odd ~ 3 ~-O OOOG~
M ~ ~ N Q --Io ~
= V to Q co Z W = (I ;
0, CZ, 10
~ 3 I 9~6$ ~ ~ ~ ~Z 8Z
~A' N' 00' Q O ~ ~ ~ ~UG ~ 0 ST O
~ N c o .Oa ~ p JtO~tD~Of.--10 O
a o ~ZZ ~ L'68l N
3ic~°incoiciv~ N O _ I 0
o a ~ ~ ~ N N O bl~ ~I ~ N ~ ~ 0'061 o Z
~ 3 v= _ ~~NM~~tCf~ OQ iNN O
/ ? N ~~06 ~ ~
J , ~ 0~~6 ~ n N 3ao~`~°~"vet ~
~ ~s a ENN
x • ~ o ~ ry ~ N ~ O'O6 L
~j O ~ vvvvvvv N ccccccc z r 7 7 7 7 7>> O o~sf O
~ 0000000 ~9~~s1 0 N N Z In
O C9C~C9C9C9(9C9 Z 3~~ Z'06 4 r. W U) U)
, ~ / v"- ~ W 0 0 0 0 0 0 0 p j N g ooumono ~ ~ oz ~o
• ~ ~ ~ N L 0 ommmmmmm Z o_ S'06l ~ ;nip a (n
d (V(VNNN(VN Qm .aM1~ U W Li o ~
• • ~0O^ t^D i ~XO~ ~ f~ 333333; Z sg•os~
W 'v:r~~vv~ ~ ON(V ~ L'06l
~ W
r C3 U) W JOOc~~N 0-WN .
(n w DODO 6'06 L U J J s- -
- ~ O Y O Ct O
100 l6l 3 in -m-C4 tO M m + En .
N I
CL C L p to co
m C 16 L
f O 0
00 W' 16 L m 806 L z
~ ~ cD to N W
c,q klli V. Z21

r
i c o
0 0
~ ~ ~ w 0 z
O co
U+ ' ' w W 2
C~ S ~ ^ N O
i s a~ ~ ~ ~ ~ ~
i J
II Q 06 F- Q J
o Q ~ Lo U O
~ ~ c~ N ~ _II
o + z
1 r+i ~ o a~ ~ ~ o ~ ~-o~z o 0 0
~ ~ 1 ` • ~
1 I ~ ~ ~w w ~t
I O O O ~Ll o
1 (~N~I] O
~~-o~z N O
I ~ Wetland Impact 0.015 /4C Q
~ 1 O ~
~ 1 J I I a ~
~ ~ o ~ Buffer Impacts ~ o ~ o Zone 1 = 0.016 AC a w 3
~ s n ~ ~ y ~ Zone 2 = 0.011 AC Zone 2 zoo 2 z + 9o•otz o° C> Ln 0
~ ~ ~ ~ ~ a•o~a C4
7 ~ ~ ~ ~ .U o f
~ ~ 3 ~
~ ~ ~ ~ d ~ ~
~ , ~ ~ N ~ 69'602
t ~ 8'602
~ '
37
40 ~ ~ 39 3g 37 41 ~ 0 25,200 s ft. 25,200 sq. 0 sq. ft. i
25,200 s ft. 27866 sq. ft. , 0 27,866 sq. ft. 4- ft. q' 0.64 acres ± ~ 0.64 acres 0.58 acres 4.58 acre 0.rJ8 acres i j i~~~~~-.----a-. 3 acres ~ ~ Z~'soZ o o
~ s•soz + o
j ' ~
ca J
10' X 70' 25~ 10' X 70' bonce Limit ~ a W o
Sight Triangle ~i~ Sight Trion le _ _ _ Disturbance _ _ - - ~ SCR I ~ Straw w Neitin o S6'80Z
~ ~ m v? ao
Netting ¦ _ _ t ~ r°N~°~?~ 3 j O ~?.t~'Ai~ ~ NN
OP-7 ~ _ 99~SOZ = U1d ~ ~ c°0 3 ~ D ~ O
34+00 35+00 ~ + 37+~_ - -
~ M~ ~M~ M ~ *iMM~ ~ N ~ Straw w/ Netting N ~ °o - a ~ ~60Z o ~ Z
t _ - - - i~~~~~~~~ N N 0 W Q
~ J
..i............... _ _ - - - - Disturbance turbance Lim g 0 ~
Denvale Drive 4 0
50' Public R/W _
~a ~n 3i Z~ z~ m
~1G
25,200 s ft. 25,200 sq. ft. 25,200 sq. ft. 25.200 s 25,200 sq. ft. 25,200 sq. ft. 0.58 acres 0.58 acres 0.58 acres 0.58 acr '00 sq. ft Q
0.58 acres 0.58 acres 58 acres
CD
W m m m m m m m Z N N N N N N N O
to O v! u~ Vl V! 1n N
~ ~UUU~UUU ~ N
W n
~ a` ~ ~(VN~V(VniNN O~.f
Z
~ O V r
p JtO~mNOI~m D ~ W
O O d ~ U O O
O iZZ O. N. ~ O
~ 31Ar~AdOlOr1A ~ N Q (J)
O ~ 3 0• e
~~NM~IAtDf~ O OfVtV D = X CL
~ ~ ~ W
OaD~FN~~~hd ~ 3 0
~NN Y
ccccccc Z
> > > > > 3 3 O o~~ Z OOQ0000 ~ ~NN Q
O C9 C9 C9 C9 (9 C9 C9 Z ~ o? G~ W
N 3 3 3 3 3 3 3 ~ >M~ W o00000o p
~ O O O O O O O 0 ommmmmmm Z o
a tVCVNNNNN Q 3MM
3333333 ~ N
Z d~~ddd~ W
W ~ ANN ~ W
W ~ ~ JI~A~~WnNi~~ ~ a0 a0
W J~.- ~ x
~Q
3~~cViGi7nD~ Y co U.
4 c inn
~r-cr.~.traorn o~m W O v,
m 7 WN W ~UN~
~ ~Z (n cp v
i ti/ (.p a v
ll'SlZ =3 , ll'SlZ o ZJM 0
LLJ acW I c
00+~ ~S~ , 8'~lZ ~ i = ' o L j Z LiJ w °
L c
~o Z (AD O r C
• •
N ~n,.~n UNN w ~ X
+ / ~ ~ < z C+4 LOOCD
- ~ ~ N c~ o i ' m to fn I I I at"%
J ~ O
d~~ W a Y ~ ~ O -IF O
> 4S'6lZ p ~ ~ a 8'blZ M
i= ~
"moo / , s
~ ~ i • ~ ~
1 t6'£lZ 3~A8
/ i ~i'£ L Z
i ~ OS+Z ~ A8 j Z"~ l t i
~ ~ t i
• .F ~ i U t ~ 90'ZlZ °o !V^/ /V~! rV~J V J
VJ VJ VJ
V ~O / •
~ ~ ~ ~ Z'~tZ N ~ ~ ~ ~ g9~0 ~74 V
y 2° ~ 66 t ~ / w !K t 4 1 ~ v Z taJ W W
7 O G o V
3 , m 1d • ~l~ / / t t
!7 O ~ ~ •
w ~ p , w • 8•~~4
Q' ~ y ~ ~ U1
n~v i ~ ~~'u j w F
~f
+ ~ r 1FQ~ ~n~~ ~ ~ ~ W ~ ~F'soa o
M M~ ' r ~ fi~~~0 ~O ; ~~iN ~'~z + s m N N
~ N ~ ~j O ~N~M~O
~ N w~~ ~ ~N
10' x 70' 2s' £Z'ZS+O = ~d 9~JQ y''
Sight Triangle 10' x 70' 1~ 3V0 C~ £6'LOZ •
- _ Sight Triongle ~ Disturbance Straw w/ Netting ` - _ _ _ _ L'80Z urbance O
OP-3 ~
15+00 16+00 ~17+00 + + +00 19+00 '90Z A313 IAd ~ NOSE
i ~ ~ + + + ~ ~ N ~ oo ~ Z'90Z o _ck~
N Q --10000 =
~0 -V JU Q c° ? W= ~
Disturbance Limit ~ ~ - - _ _ Denvale Drive ¦ ; p~~~~a 50 Public R/W ¦ ~ ~ y - =Yoo,
Disturbs q ;
i ~3 Trap 3 j ST
~ ~ D. A. 4.69 AC ¦ ~
w ¦ ¦
a~~i At stabilization of project, ~ i ~ v~ c~ remove basin, re-establish ~ 0
~ ~ ditch, and line ditch with ~ ~ ~
p Straw w/ Netting. and ¦ ~ ~ a0 o seed to establish vegetation. ~ . v ~
1~ In t p ~ p N ~ ~ ~
~ 1~ ~ ~ a0
~ ~ ~1 ~ + ~ ~
ct a~ ~
E~ ~
i° ~ i > ~ U) V)
rn~ ~ III o -a--, z
OIL I Q ~ o F: o
II j W W
~1 ~ O ~ W ~ ~ ~ U
N ; ~ ~ ~
1 ~ O ~ ~
~ ~
1 ~ 0 E N
1 ~ ~ ~(Doo
i ~ a~
yj~O l ~ (f) CN LC)I~
t~ ~ '
1 f
L 0
- i W
Kai

_ .u. .._._._.a ~_a.,.. -
W W WWWWWWWWW WWWWWWWW W WWWWWW W ~ IL's ~ Z~~~ZZZ WW F O ~ ` A - C a C O o O O > 7 ~ o U C 0
U UV U VUVUUUU ~ ~ < J < < < « ~ U U O F' W W W o i+ O C ; W W W W W W W W W W W C L O L L> O CEO v a O a +~O z - o~ooa~ o o ~ .c t o Z W
v, v, ANN ~ < ~ - O to to IA N Uf IA tll tlf to Vl Vl Vl Ul Vl t/l N ~ W V mm ((pp ~ m m m m ~ d ~ W Z J JJJ ~Jmmm J 77 Z ~ Z Z _ Q vl - O ~ <«< v- v c A ~ fArl NN h N N h N N N h Z-«-CpOLO L ~Op ~ O •A ; N~,, • N } o m m m m N -v0 v0 L • ~ O = o W ~.tJ
O O OO~A On OOifl h 1 E' ~ ~ h Nr•N F t[lOnO OO~A0~1 OO~f1 Z < Z NMl PNN N NNMIMI N•..NN - ~ W < ~ V I ~ < ~ J J J o v.,_a o o a Aco .-v CL _ J J J J J O ti.C Q
< ~ tlj ~ O Z } O Z~ I J ,J < Z d < N J _ 4. d WW ZZ ~ p - Z Z ~ p t 0 V C L- 3 A A O~ o< < ~ t ~ ~ -.o - O o•o ~ a - o o t a t c o o • ~L• n .moo ~
C Z Z <i ~ V n F< O O Z r- O Z K Z O O ~ I~ } } W O W C'r o 'acv • ~•A v ~o ~ Ao ~ z d - v w~ t - K Z ~ J vv° >v~ o°~ oc • oo vvc WO < V 70L0 L• C11N ~ C - A ~+O?,C
O o S - ~ p M < o < Z J~ ~o _ N > ® ZI ~ ~ IL ~ S my < - cuQ t•o o _ vo cE c_~o~• _ ~ Z~ C ~v aOaV O • "v ~ • A • O •v c.c ~.o ~ v ~ of o0 Q
O O X W ~ Q Q 4. F - N ~ O ~ - ~ O O < iA O ~ ~ I- ~ ~ ~ m z , Q - I- a C O A ~ o> O O iA 0 W ; C O , a v- O O L C O O O~ ~ W Z Q U
O~ N < u VI O I ~ N ~ N < F. W W W O ~L. ~ U N U F ~ m < N W (n S U ~ Z < fA 1~ U < (n c o-v o nv3ca ~ooov ` ~ oa o m ao~, o Oo c o a A r WoW M Aot c -Lv AE - ~a a• ~ z < _ I e < E o as u c • _o 'Q C3 Z o U H Q Z
Q Z J W ~ < NO Q. Z J W Z O= J~ W ~ a sn V Vl O < - ~ ] ~ < ~ = a J o (n O o < O F Y ~ i < \ W vaOAN'v ° ono U oc0?' WO'00~ -•r W v;o - E o O ~c v~ J ~ oC`,o L~~ 1'7 aOZ ~uL. C 'O C v O~ ...I Zi0 LC O~ ~ C L O~?o~-C ` t C~00•- Op o Q W =
C~ O ~1 O N ~ O ~ I < ~ H ~ } s O ~ Z o z o W ~ ~ , QO Q < ~ _ o - ° to , ~ } Z d ~ I- ~ O t • ~ t V h t C C ~ O o C • ~ . • a ~ < o a v•- O m r~ L O ~ O < v ; ~ 3 ; O Cp om F W ~ ~ c c o v v c o o+~ - o CL a C
Z = m = _ ~ _ < ~ O to F • (~j W ~ W ~ ~ W N ~ } W N W p top ~ W O ao U N z _ < O z N ~ < o W < z Z> > Z _ < O < < z o Z \ ~ E- o o a _ ~ ~ v o~ o0 m ~ ~ oC • - oe o~ - W a r-a 3 c_ o - v
= J .<W U U O Z W ~ O O Z F. a ~ O U V Z W F O< +D Z W, Q ~ p Q. (,i. Z H O O to V) X r f- f- aC v ~ O F' v O J Z O ~ . < o < ~ C~ o t o o • c E - c Z ~ to - a.., +r~__ ~ _coo ~ •A O oa -Q o Vl W O W a ~ E C v O O 0
N O Z O W W ZZ to WD ZWW ~ ~ < < < o O < o _ ~ - J 1 Z' tD I M < JO< 1< 3 p p <Y I E- _ ~ W d ~ = N N coo o~ • o wa .~u•~~' ~ ~ oA~uc W a > o v o ov ,Z W] N W A c- o O` E o L ~ O O U C v0 v O~ ~ .t C <Y- ~ CC~ < W ~ W W v v - - v~ ~ A ~ ~ I C ~ c p0-OVa•- •00 pa ~~OA o ~ Av A (Il G W 3 ~ O < ~ ~ C~" C
W n W~~W f"_ W ZZ~~ W WC9 W~~ WW aF Z •W V JI O p > > O to ~ ~ IZ fA ~ < Z ~ z ~ z ~ 7 0~ o~ o vl< ~ ~ _ m W - O O< N VZ O U~ O V W W Z Z Ill ~ IA Z W - = W Ua W Z - m-1 a W a N w Vl ~ = vl z = F f 'J v Z N < N< pOa>a > ~>v > L+,' - O C~. ~ .f,07 OL <~m W< O W < LpoXv-o0 70vO0A W O A,+'U 0~+''O~ O'er o• Z O< \ W~ o ~ ~ - 7 ~ 7 a» O OLD C C~ C o a Cw. C Lv t > Z f- W v? ~ o. v v C - Vl ~ ~~O 3C C m_~ E- O F ~ F N V1 a _ _ o o c N W W N W h W Fy 00 OO-op~A 1~ O
N W a a_ _o W~ p- Q IA W N W WWNW V V10(~ Z= OI ~ ~ ~ In W ~ ~ ~ v ~ vl _ J ~ sn N O O O~ N »N7 OF- d. l-Z ~N U O - N I ~ k W F" < O O` N Z ~ 3 li Z WW ~ V - 2 ..l U U U O ~ - ~ ~ J o~ NOU(A W v ~ ~ O CW - W ~ ~ ~ v my of A tA~W f D+ ~ C n ~ O Uv L,._ o O m I< W ~ ~ o ~ ~ a ~ > > Z - ~ C v ooNV~ W \ z z z .~-~_v- c c o o a~ av v;~• O kD (U O
W to ~ vl ~ vl cn vl ~ vl J = ar ~ ~ < ~ O ~ ° ° t Z ~ J ~ J ~ ,J,J < ~ fn a < J O W W O J ,J J <00 < m ~ m O V1 < OOJO < a! U n ~ ~'O < F-< ~ W ~'-<W Z W <00< W<m U H O WO ~ Z_ < F' m U H F- UH< < ~ °Y ~ WY W-Z. m a - O V) c O A ~ c ~ o O~ < Z ~ o fA = J o f o f B o a o` er o~ . a v O WIiZ ~<O 7 ~ ~O O~O~OA-AC - pC C Q ~
00 Q ~ - - $ ~V > Z~ V ~ ~ ~ ZZ O< ~ Z O f ~ r0 O O F fL< < ~ a ~ O Z W d Z V O s• a << F- F- =1- • a ~ f s O ~ < Z J Z o a ~ J Z ~ ~ ~ U OOH -p O-a -O..+A•a ~ O O O INN >O ONOUO O?- o> F < ~ v D ~
W O < « -W }F O° <O < JJ}Wy Q = tSW W Z OZ = -lp< ' (n ZZ< O ° m W 00 V ~ I ~ 0w- t- CL~-;+ C+~ O- U J WI I OOU - -SOU HOC ~UO++OC o < C a- a ~ O ~ C a li Z N d E..~ C W LA a0 0• CO ACA AOA D QI LL
F-< d< < dl W <Z H V W -~W ?W W II ZN I W J O <N W W ] ~ o C~ o O OAO < NZ = O Cw O(~-~~ Cw 0~ vow. ~ v = C -m -F ,~U - - v < ma
~ 4 ,F }v vl O Z << ; W H~ F- Z O Z n W Z~ J z ~ W>>z O ~ F U ~ N M ~ ~ J W ~D I~ ~ W Q w 3 A t/1 A
U Z } (~O <ZW- mF ~ ~U O ~ n O n ~ ~v-v-.~ ~ ~ V ~ J F } N Z W V ~ OHd 1- < J } IV H ~ J H
' a ~M~ noo l- a ~ OtIIJ F~pdVWalyl~ Z W~ Z ~MM F HW a a- < Z O< a ~ Z JF<V - < W J WW < ~ ~ to < ZO . .W < < <H O d W p ZZ ~ Z~ ~ Z ~ ~ ~ O 2ZN ~ Z ~ W Z C~~ZZ<~U~vIW~Z_ aWa~ a J W d i0 A ~ W < ~ Z < M
< ~ < a 1- N I 1 I 1 < I I I I 1 i 1 < O ~ < o a ~ ~ I11 ~ I11 ~ a~ o N~ n ~o • O Z W ~ v p O H < < ?
h ~ >b 1 1 1 r- ~ r- ~ ~ z < n0 Z .J < < p I 1 (n I
r Z C~Z O > O < Z Z <Z~ ~ Z~~ Z ~ v < ~ a < < < ZEN < Z~~ z } a W < <
vua ~ z ~ ~ ~ ~ < A Z 'rn
n S Z J
t- ~ a Q U d U a ~
~ b ~ ~ W o U ~ ~ ~ a z
W } ~ ~ ~ Z ~ W A e ~ Co
Y Z U , F- J - -1.,,.y,,-,-~ of W
~ ~ y = a Q _J pq H _ 2 •,.rw..,,,~ 'k Z
3 0
~ z W Z v W I ~ Z Z l"J ~L ~i 4 k ~ 'l. h W a ~;1:~~~ Z ~ J F-
A I A A I W W ~ W a, H Q W W ~4~4.y, . , ; ~ W Z
pq W H 1 A Z ,4 . , :tt ~ t ~4, yr' ~ >.zt ~ j,,_ ~ c )~i ~L~~f: L 7T t ~'-t 0
o Z W ~ r. W
W _ ~ L ~ l7 t3 4. ~ x ~ ~ t ~ W ~ W ~ ~2iclii 'f F--
J ~ Z z ~ ! ~ W ~ f--I ° R t ~ • ` . Z
V x H F" L w f W N1 ~ ~ w J 0
J Q ~ U ~ ~ ~ ~ J W
~ W ~ ~ ~ ? f-- l ~ J ~
~ Y ~ r W < ~ Z -
U W< ~ ~ ~ ~ n J~ _ ~~o
a m f- i ~ d ~ i ~ •s F } n iu } s ~i J 0
0 W ~ p Z z J = r CD
A v H ~ ~ } N a - Wr
a a o A t ~ l'~ 0
~ W Z ~ A= d ~ O v A y
Q " U ~ O d' O J ~ l7 NA y l7 W J V J ~ u ~ N
dW I J ~ `W V ~ ~ ~ ~ ~ > J I W W • d F k
I- > ~ ~ t A F- ~ A V } ~ N 1D W • F" ~ = Z Y f- p s
O O li Z ~ ; ~ O N oc a W W = O• ~ v K n 5 CAF y H ~ O ~~N ~
. y y d dV W a ~ ~ O ~ F- y {q 04 1- Z 3 y 0 _ I-A W ~C t~ N ~ V ~ ~ W ~ N d ~ ~ O v W i.
Z V F tr J 4 Z O F- ~ O U ~ z ~ y..A ~ J d ~ W p J W r.. i d ~"vAaViZ H R i
~ V U ~ A I- F- I Z J d 3> W.. Z VJ O W a O N A t ~ A O N a.d?~ H i t J~aN Y ~ a ~ i Wpd p U A ~ d No O W ~C
J W H ~ Z y y w 1 ~ 1- W I~ ~ W ~ J Z i~ J yW y0 ~ > J ~ F- ~ N ~ 1-WF'+W ~ W ~5 JZAOZ } J
_ d O N t W t O J ~ O > J I J V ~ d W yZ~ O Q OC ~ N ~ tVJ p ~ I J E- t Z W W N NZ~U N ~
V~ O= ~ W VJ F' ; _ Z y O=~W W ~ q W~..VI~Z w N W _ ZN i-p y ~ ~ ~
WOOA 4 F'F-~Z ONW~ Z WOOAZ~ W o y ~ F-h-~20 ~ f- q t H N ~ N~ F" 4 w O ONW~~1. t~ S Z ~ ~z Z A ~ W pW ~
N N A oc > J t t n J a W ~ ~ ~ ~ o A . ~ ~ ~ H . 4. 1 1 1
Z ~ f 3 ~ o ~ W w~ ~ d~ ~ o W • H ~ F ~ NN f m 1
t N ~ ? Y M _ ~ z ~
4 a ~A _ ~ ~ ~ 3 ~
~ ~ ~ ~ N~ ~ ~ ~ Z ~ Z x ~ ~ ~ rW ~ a W n Z ~
o 4 . e n • • a, s - J W • Ww 111 I s~ H ~ ~ ~ W Z J
~ Z . w : ~ ~ (n O W W ~ ~ ~ W ~ N 1- q -
o~ r s 0 1 « • N y W W 0 t U1 W S ~ N
ti . ~ ~ k Y W V
a o ~ ~ ~ R N t = H N u
• ` ~ Z ~ ~ '"'~i Q ~ ~ N ~ Z ` q ~ ~ A Cl)
0 W~ N I 3 ~ Q A Z A H f N t 3
i q jA~ H 44 F- wp 8 a w~
i . r-~---r-~-- ~ v ~ p N ~M- H ~ W J 2 W 3 A H
f,..; j ; J J . ~~a 1- t L A ~.J ~I ~ ^ J ~•1-t p t w~ N J f ~ a am
. J ~'1..r+~• ~ ~ ~ ~ u QQ .J 1~ F ~ H~i F ~t H } ~ F ~ ^ N Wfl! E- HZ W J ~ yW
.r ~ ~ ',ki ~ W ~1 w J W Z N ~ E., H w W ~I W ~ ~ t N N " Ri
t ~ ~,4 ~ ~ ~Ef > N J q qZ ~ ~ N ~ ti ~ I Q ~ F ~ ~ ~ v
r, F- ~ ~ ~ - N • W ~ ~ V C • w ~ W w ~ > ~ ~ t
U z a r ~ ~ R V ~ H} t ~W = . L A > u ~ ~ ~3 ~ ~ ~W ~ ~o ~ ~ a
. -t F- ~ _ ~ ' 4..rw+ Y o f ~ J W pp~ 1~ ~ ` F J ~ J J qq F J QQ
_ N F tM w ~ ~ ~ ~J.- s ~ ~ ~ N N ~ W o N R O ? N N .2 1 ~ } ~N R ~ W
~ ~ ~ ~ : F qq W 14 A pct ~ u ~ ~ ~ ~ ~ J ~ ~t V f' J f ~ A VtZ~' ~
~ ~ Y 1.1 } L1J ~ < s N vs ~
J n ~ Z ~ ~ a ~ ~3 a
- ~ X Y ~ <
W ~ ; s
. o a
X
a o) U.
U
WNW
W O v~ UN c
C ~ 7 1--Z i
J 0 Q. C~ t!) c0 ~ tp a
h ~ a 1C ~ ZJM~
~ a o X _ W - - W 1 0 Q~cy) J
~ N ~ Z ~Z
- ~ u r ~ ~O F~ =Z = LL! CY) o L.Lj L.LJ
J - i J ~ ! ; ¦ J I ~ ~Q ~ W ~ _ •
~ n 1 , ~ a ~ 'l. o ~ _ } ~ Z O
ti ~ i "~c"........~...__._ s ~f 1` V ~ 1 ~ } O _ w Z co O ~ ONO I "L
? h ; ~ ~ ~ 1 { , j t c •w ~ ~ • 0 ; U
} V ' f , ~ ~ 1 s • a Lo X i
O ~ O' ~ a n ~ ~ ~ ~ ~ ~ N p co s_. mto
1 ! ! S f~ f 7 7 I f• ! i j ~f Q
1 1 i ~ _ ` f ' ~ C' W i ~ ~ ~ r•• i-~ i' . w V) LLJ ocy)
~ ~ Z ~ ; t~ ? ~ ~ _ • ~ Q ~
~ ' ~ W ?--i H n, ~ . , r~, f- ~ n, J i ~ 1 t • a)
~ H U ~ ~ = f a F- W a v C ~ /y f L.L .i!
1 d ~ 1 0 p t J ~ 3 r. w ~ ~ ~ v i t
1 J N t ? r ~ O i ~ 1 3 n, ~ W W
~ ._._.r.. ~ ._,._._...w.~ W
VJ r ~ „ • ~ 1~ , O ;
- - ~ ~ i _ p U { LL
n, • W i W i 7
t
C W 0 l 0 (4 0 0
O to ~ ; ~ v f'
N ~ ljl x .r o > ~ 1 A J < ~ - ~ - W A Z W W W
a a a. ~ z ' Z . LLJ i a ~ ~ ~ z ~ o ~ • Y~ N 2 Z h Q W p
~ O ! ~r . N - # ~ z ~ _ - = a L t ~ ~c ~i ~ Z ~ ~ W = s ~ A j s ~ A A V a
~ g nj ,f ..s J } Z g ~ - • ~ Z ~ 1~ ~ c g o
• ~ J ~ # ~ J Z lh~ ~ W p<7 f JOCI i • { w~ W ~ J z ~ w < ~ a< v~ o 0 o ~ w ~ Z z~=
n j Lei i ~Q- ~ ni O ~ ~ o < <Wo <-v C ~j d LIZ < p ~ ~ O < bW1~ H A
f h~ ~ ~ ~ ~ z o U ~
' ~a ~ o ~ ~o~ { t ~ ~r ww~ z W ~ ~ C ~ 'O ~ r ~ o Z u WWI p p C W ~ W~ - ~ < 3 li
~ a; ; ~ ~ ~ V 3 wW~ t t ~ vVZ ; W (n zxo ~ ~WV j W- L /L
t ~ s JZ~ r + i Q N ~ N ~ ~ ~ V ~ z ~ ~ C JZO _ n' W • W Q
# h~ f Q ~ ~ ~ ~ ~ A ! ~ r1 ~ 0 g r~< U ~ z = z J ill.. X o Wza s o i Z < ~ l1J pp~
i I ~ Z 1~ z r ~ G ~ C ~ ~ ~ ~
~ ~ 1 C3 • i--1 . s V! _ ^ ~
h; C'1~ ~ U ^
f S ~ W ~ / f J .
1 ~ . I 1
W { ~ ~ . o` ~ ~ ~ c NoS~
U I U , a ~ S. ci N
O `~F~ - ,O 0 4. DJ o ~ 100 u _
~ = Q try ~ ~ - d o - U cn Q ao z Cf) w = U c f~ w ^ _
n' W W i ~ ~ ~ ~ 3 (of) Iff-
J y e r n v~ , e , ~
a x s~~~ c e ,
zaa.. W . . f RIO, 1.
a v ~ ~ . U
N t H ~ ~ i . . . . . . . . J . ......;o... ~ ~ - x • ......c,~
W JJ F~ W ?Ji ~ . - L. o . A
_ 3 V ~ P4 .
~o I- ~ ~ ra a • (n
z ~ d . (n
W I- ~ A W ~ N 4 ` y N . c~s o ~
10 ~ fY W k . ~ H W Z a ~ ~ _ ~ ~ A •r ~ E . o m
I- y 3 b oc W ~ ~ a 3 Z • • ~ - o ~ f ° ~ E ~
~ x=d ~ ~ oc ¢ c ~ ~ v ~ U
W V W W ~ 4- M ~ r ¢ W ZF + + [ . + + + + + + + ~7
} 'r' o ~ W 3 ~ ~ ~ W f A + i ~ • c W ~ 3 z y ~ + + + + + + + + + + + Q Q
Z a,oE ~ o a W + ~ W ~ (U ~ A • c~ t + + (n ++++++++++++++++t 1 O 0 ~ H
n a ~ V~ r z~ 0i X A/b a < < W l7 l7 + O O ~ z z z g ~ t++++++++++++++++ ; +t+++t+++++++t+++ - ~ H
~ z ~ z ~ a ~ ~ ~ A ~ ~ a3 ~ n + o + V ~ N W -W z V ay H ~ , , X h AW Q
~ h q W Q Z ~ ya a ¢ J a a oc ~ . . . . . X . . . . . V • • • • • • . .
f p¢ A~ ~ W~ ~ ~ _ f N n
a W 4C~L ~a J } a a_ l~/b H~ Z p W r O
of W W A I- r- t- p 3 .~N H o E a AQ Nl % A W l'9 a. H J= \ f9G\ N 1- ~ O O F- ~ AX c ~ . > 0000's 00 1
LI y q ti t3 Y OA ~O m > s W ,D = 9-+ • J W a H~ a m ac 1 of a A U 4-> i. d .•.•.•.•.•.•3... - 01 U
O W z O I 4• f 3 H U1 0, N I W W U _l C5 0 4-> U ......E L 4. ......P...
> Z W U1 L J E: -u r 4c J d 0 -P d ~ VI C5 d C5 c~
4 z 3 W 0ai - Q ac U W o.- L S Lid u LL.. tn 0 (n U LL .
3 LL- to LL- CL e Lr) 0
~ W 31 3 4' 0 a, ~ 3
0(000) d C5 Q O Z
L~ W
y` f ~ y , ~ V 1.~ .L ~ 1 r