HomeMy WebLinkAbout20050834 Ver 3_More Info Received_20081229
NEW JERUSALEM MINIS"TRIES. INC.
BK 831. PO 447
t
VICINITY MAP
N.T.S.
LEGEND
HANSLEY
BK 467, PO 272
t#
l~
8fo'
~~
~
~
~
~~
C:'r:::.'
~
....
~
--
-'-"-,
,'..... '..
-, " ""
,I'_II_I' _"_"-'1,
.........."" "" "'"
...... , f'
.-1'.....' '"'i'''
flll"11_"_II--..
.\......' ""'..
',.
MOORE
BK 417. PO 712
HANSLEY
BK 688. PO 512
MURRILL
BK 941. PO 80
"TRACT 1
DALE
BK 1099. PO 601
"TRACT 1
DALE
BK 1099. PG 601
"TRACT 2
DALE
BK 1412. PG 973
\;Sj
d;;)'
~\~ b,,,:>'O
,?-O ~G
,,~ <.~.
[(:.'I>r' 'J,\'J
-t.'fl~-t.
'~ IMPACT
AREA 2
" IMPACT
AREA B
TABLE 1
WETLAND IMPACTS - TEMPORARY
AREA A
AREA B
AREA C
AREA D
AREA E
AREA F
AREA G
AREA H
AREA J
AREA K
AREA L
TOTAL
1,189 S.F. (0.027 AC.)
2,018 S.F. (0.046 AC.)
404 S.F. (0.009 AC.)
420 S.F. (0.010 AC.)
200 S.F. (0.004 AC.)
230 S.F. (0.005 AC.)
237 S.F. (0.005 AC.)
525 S.F. (0.012 AC.)
361 S.F. (0,008 AC.)
604 S.F. (0.014 AC.)
692 S.F. (0.016 AC.)
6,880 S.F. (0.158 AC.)
TABLE 2
WETLAND IMPACTS - PERMANENT
NOTE:
SITE CONTAINS 17 BUILDINGS OF 24 UNITS PROVIDING
408 RESIDENCES AND 4 GARAGES WITH A TOTAL OF
32 UNITS (ESTIMATED).
_ - - - - - - PROPERlY LINE
-..-..-..-..-..-..-..-..-..- WETLANDS liNE
_______n_n_ RIGHT-OF-WAY
_RT_RT_RT_ RETAINING WALL
TABLE 3
WETLAND IMPACT REDUCTION ANALYSIS
:""1_"'_"1'..'1 ...i......, _.i.... ti_,"~
_'" '.'''' '!"'~'" '.11II\.1 '._..t 'JIIa.! . 'fII'l.'''' ,,,II
I. . . . . . . . . . . . . , . . .: WETLANDS
-
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
TOTAL
PERMANENT
IMPACT
TEMPORARY
IMPACT
WETLAND
IMPACT
AREAS
1 & A
2 & B
3 & C
4, D & E
5*, F & G
6, H & J
7, K & L
TOTAL
PREVIOUS
PERMANENT
IMPACT AREA
3,099 S.F. (0.071 AC.)
3,965 S.F. (0.091 AC.)
597 S.F. (0.014 AC.)
2,930 S.F. (0.067 AC.)
1,940 S.F. (0.044 AC.)
4,455 S.F. (0.102 AC.)
6,255 S.F. (0.144 AC.)
23,241 S.F. (0.534 AC.)
NEW
TEMPORARY
IMPACT AREA
1,189 S.F. (0.027 AC.)
2,018 S.F. (0.046 AC.)
404 S.F. (0.009 AC.)
620 S.F. (0.014 AC.)
467 S.F. (0.011 AC.)
886 S.F. (0.020 AC.)
1,296 S.F. (0.030 AC.)
6.880 S.F. (0.158 AC:)
REVISED
PERMANENT
IMPACT AREA
2,231 S.F. (0.051 AC.)
2,560 S.F. (0.059 AC.)
237 S.F. (0.005 AC.)
1,660 S.F. (0.038 AC.)
1,251 S.F. (0.029 AC.)
2,921 S.F. (0.067 AC.)
4,182 S.F. (0.096 AC.)
15,042 S.F. (0.345 AC.)
SCALE:
I 1
o 100
1" = 1 00'
II I
200 300
*CROSSING RELOCATED
2,231 S.F. (0.051 AC.)
2,560 S.F. (0.059 AC.)
237 S.F. (0.005 AC.)
1,660 S.F. (0.038 AC.)
1,251 S.F. (0.029 AC.)
2,921 S.F. (0.067 AC.)
4,182 S.F. (0.096 AC.)
15,042 S.F. (0.345 AC.)
REDUCTION IN
PERMANENT
IMPACT AREA
868 S.F. (0.020 AC.)
1,405 S.F. (0.032 AC.)
360 S.F. (0.008 AC.)
1,270 S.F. (0.029 AC.)
689 S.F, (0.016 AC.)
1,534 S.F. (0.035 AC.)
2,073 S.F. (0.048 AC.)
8,199 S.F. (0.188 AC.)
(I) ID ID >-
::L ~ ~ ID
..., ....., .....,
,...... ,......
(/) IX) IX)
Q::: 0 0
w I I
(I) IX) IX)
:::iE 0 '"
::> I I
z
0'> I'-
I[) 0 0
l5 '-" '-"
Q::: ~ ~
<(
I- Z Z
W W
~ ~ ~
a.. ~ ~
:::iE 0 0
Cl 0 0
w
(/) (5 (5
~ w W
Q::: CJ) CJ)
lX) IX)
(X) 0 0
0 I I
I 0'> 0'>
'<t 0 N
~ I I
I
N 0) I'-
~ 0 0
-l
N ..... 0
r<) I lID
J a::: a::: ~
CJ)
t-if
~0
~<l:
~fo'
~~
~
.,,,,1""
... li--
z
o
Ii:
a:::
o
CJ)
w
o
-l
-l
~
CJ)
Z
:::> l-
I-
~ Z
CJ) w W
~
z CJ)
0 :::> :E
CJ) ~
Gj (I) :r:
a::: i2
a::: 0
0
z <C
IX)
0 0
0
'"
<g a:
0
z
w
UJW
01-
z<C
<C"
..JJ:
1-1-
wO:
;:~
.C><:)
~
't)
~
!\\
~
~
-\-.
~
~
~
~
~
.uJ
-
~
w
~
o
cl1
>
-:r
cC)
()O
D
I
J)
o
.
o
.
z
""
c
Z
<C
..J
W
...J
p.:;
~
~
~
l? If)
;?; ~
l?QOO
<<~
32i
~ en ^
~::r~5
a: <dOb
w <-'::r::::> z
Z ~ ~ ~~
== OO.....--i
o Z ;;; e:::
....
C'\l
0\
0\
.
0\
0\
l"-
S
....
e;..
....:i
~
~ .
u I"')..q-
Z tOO
fS <0<0
I-f 0'>0'>
I I
" 1"')1"') E
rJ) rJ) ..q-..q- 0
~ 1"')1"') 0
z ..........,...... 01
~ o 0 c
~ ..... ..... Q)
~ 0'>0).....
~ '-"'-"~
z w @
Z Q)
o ~.2
o(j I-f J: ~
0 0.. La..: 0
~ Z .....
~ 0
W~
0 w'"
rJ) a::: ~
8 z li>~
H Wz
~ S ~o
" 0:::1-
<(0
rJ) ~Z
~ ~ N~
rJ) a='
Z 0'>3:
0 0
Z u
08068
DESIGNED BY: JPN
CHECKED BY: JKB
DRAWN BY: JFF
DATE: 06/12/08
W-1
SEGi
DS-OE34- Y.3
USACOE ActIOn IDI: .
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
910.452.2711 (office)' 910.452.2899 (fax)
Transmittal Letter
~[g@~DW[g~
DEe 2 9 2008
Date:
To:
Of:
December 18, 2008
Ian McMillan
DWQ - Raleigh
D9IR . WATEROOALITY
WETlANDS ANI) STORMWAlER BRANCH
Attached vou will find:*
o Proposal
o JD Package
o Sketch(es)
o Report(s)
o PCN
o Plans
o Signed Wetland Map
[g] Information Requested
o Photo(s)
o Other
--------.--- -- - _._--,._-_.,-,._-~ ----....---- --_._--~--- --- - ---------------------'-------- -_._,..__._-_..._---_._._~-----------_.-
Copies Dated Description
1 12/15/08 Response to RFAI for Northgate Multifamily - Leland, Brunswick Co.
*If noted items are NOT attached, please contact our office.
These are being delivered:
o For your Review/Comment
o Corrected and Returned
o Other:
[g] For your Records
o For your Signature
o Returned for Correction(s)
o As Requested
By:
o Hand Delivery
o Fed-Ex
o UPS
[g] Regular Mail
o Fax
Notes:
Signature and (Typed) Name: m)ktheran
Dat{ D~~er 18, 2008
Southern Environmental Group, Inc.
5315 50uth College Road. 5uite L . Wilmington, North Carolina 284-1 2
9 10.4-52.271 I . Fax: 910.4-52.2899 . ofl=ice@segi.us
www.segl.us
December 15, 2008
Hand Delivery
Ms. Kim Garvey
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Re: Northgate Multi-Family Complex
Response to RF AI
Classified: SA W-2006-32034-010
[SEGi Project #05-173.01]
Dear Ms. Garvey,
This correspondence is in response to your letter dated 5 December 2008, where you outlined the
Corps' comments and recommendations surrounding the previously submitted Northgate Multi-
family Pre-Construction Notification and accompanying documents.
Per your letter, the application is considered incomplete based on the following:
1. Based on your application, it does not appear that you avoided and minimized
impacts to waters and wetlands of the US to the maximum extent practicable (NWP
General Condition 20 (a)). Please explain and document why the following
may/may not be practicable:
(a) Impact F appears unnecessary for movement within the development as there
are two proposed access points to these buildings through uplands.
Although the development along the north side of the main arterial road provides two
access points within uplands, this does not allow ingress/egress to those buildings located
furthest west, or even in the middle, should an obstruction occur west of, or at the
intersection where, those two access roads meet. Not providing a third access would
create a liability to the developers, as well as the Town of Leland, should the Town
approve the plan with only the two accesses. With that said, the access at Impact Area 5
is the least environmentally damaging practicable alternative.
(b) Bridging the crossing over wetlands.
Bridging wetlands was considered during preliminary planning. However, the cost
associated with bridging is not an economically feasible alternative for this project.
SEGi
2. The site plan you submitted is unclear. Please address the following issues:
(a) Please provide engineered plan view and cross section drawings of the proposed
boardwalks in wetlands including how you propose to install the pilings without
impacts to wetlands.
To ensure that no permanent impacts to wetlands will occur with the construction of the
elevated walkway, the Applicant proposed to utilize construction matting, which prevents
rutting and protects the rootmat, and a pile driver will be used to erect the pilings. Once
the construction of the structure has been completed, the walkway corridor will naturally
revegetate with wetland species. Maintenance of the walkway corridor will consist of
removing dead, dying and diseased trees, as well as the removal of vegetation that
threatens the integrity of the structure or impedes the use of the structure (i.e., noxious
species, limbs that block the way of passage).
SEGi is not aware of the Corps' policy requiring the submittal of an "engineered" drawing
for elevated walkways through wetlands. If this policy has recently been enacted, please
provide this office with the written policy and we will be happy to accommodate your
request.
(b) Your site plan needs to clearly indicate the locations of all utility lines.
The site plan has been updated to depict all utility line locations (see enclosed revised
Attachment 2).
(c) Please provide this office with a copy of your proposed stormwater plan,
including maps.
As discussed on page 13 of the previously submitted PCN, the Applicant is in the process
of having a storm water management plan designed for the project. In discussions with
the Applicant's engineer, Mr. Phil Norris, of Norris, Kuske, & Tunstall Consulting
Engineers, Inc., it is anticipated that a storm water management plan, which meets DWQ
Coastal Storm water standards, can be designed and implemented without additional
impacts to aquatic resources. This can be accomplished by providing storage under
parking lots, among other innovative techniques.
While SEGi understands the Corps' concerns regarding storm water management, we feel
the Corps' issuance of the requested NWP should not be contingent upon the receipt of
said plan, and respectfully requests that the permit be conditioned to be valid upon
issuance of a state storm water permit.
3. It appears, based on your plans, that you have not disclosed all your impacts. Please
provide a detailed map of all proposed maintained rights-of-way through wetlands
in the project area. Please be aware that mitigation may be required to minimize
adverse effects of the project for permanently maintained corridors (NWP General
Condition 20 (h)). Please include these in your impact assessment.
5EGi
Right-of-ways (ROW) have incorporated into the cross sectional drawings for
clarification (see attached revised Attachment 3). The previously submitted site plans do
illustrate all impacts associated with the development. All temporary impacts will be
returned to their pre-construction condition. Once construction has completed,
maintenance in the ROW will consist of removing dead, dying and diseased trees and
pruning limbs, that may be hazardous to pedestrians and/or motorists. The roads will be
turned over to the Town of Leland and are not required to adhere to DOT standards.
Thus, it is not anticipated that the proposed maintenance plan will have an adverse effect
on the aquatic resource.
A minor revision took place at Impact Area 5. The width of the pavement was
erroneously inserted at 11.0' instead of 10.0'. This has been corrected (see enclosed
revised Attachment 3, page). Subsequently, the change reduced impacts in Area 5 from
0.031 ac. to 0.029 ac., and total impacts associated with this permit from 0.348 ac. to
0.345 ac., and total cumulative impacts from 0.435 ac. to 0.432 (see enclosed revised
Attachment 2 and revised Attachment 1, pages 4 & 5). It is important to note, this
revision does not affect the mitigation component for the project. Thus, revisions to the
mitigation portion of the PCN are not necessary.
4. Your mitigation plan is not accepted. Compensatory mitigation will be required for
the project.
(a) Please explain why Mitigation Banks were not considered.
During the time the application was being prepared, there were no active Mitigation
Banks available in Brunswick County.
(b) This office recommends 2:1 payment to the NC EEP for the proposed impacts,
as well as full preservation of the remaining waters and wetlands onsite.
Further, this office recommends preservation of upland buffers to provide
future protection to these wetlands and enhance their functions.
Payment of 2: 1 to the NC EEP was proposed with the initial submittal of the application
(see previously submitted Attachment 9). In conjunction with the minimization and
avoidance efforts demonstrated, Applicant willingness to make payment of $32,250.00 to
the NC EEP, and the 10:1 ratio (3.55 ac.:0.35 ac.) of wetland preservation, SEGi and the
Applicant maintain the position that the mitigation offered achieves the Corps'
recommended compensatory mitigation requirements and meets the overall objectives of
the Clean Water Act (CWA).
(c) Please explain why preservation of all remaining wetlands on the site is not
proposed, including those areas that are proposed for temporary impacts at road
crossings.
See response to 4(b) above.
With regard to the temporary impacts, all temporary wetland impacts are located within
SEGi
the ROW. Due to the potential for unforeseen circumstances, which may require
disturbance within the ROW, those wetlands have been excluded from the preservation
offer.
It is SEGi's sincere hope that the information provided within and attached to this
correspondence will satisfy the Corps' request for additional information and Department of the
Army authorization will be issued to utilize NWP 29 for the proposed project. Should further
information or clarification be needed, please do not hesitate to contact our office at
910.452.2711 or email medirectlyatdlutheran@segi.us.
Sincerely,
Dana A. Lutheran
Project Manager
cc: Mr. Chad Coburn (DWQ)
Mr. Ian McMillan (401 Oversight/Express Review Permitting Unit)
Enclosures: Attachment 1: Revised PCN Pages 4 & 5
Attachment 2: Revised Wetland Encroachment Plan (12/15/08)
Attachment 3: Revised Wetland Impact Cross Sections (12/15/08)
---~- -
... ".
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.
No future permits to impact wetlands are anticipated with this project.
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 ifan 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:
In order to construct the proposed development, 0.35 acre (15,042.0 SF) of
permanent impacts to 404 jurisdictional wetlands will be required. The purpose of
the fIll is outlined in the following list:
Impact Area 1: Permanent nil of 0.051 acre (2,231.0 SF) is necessary for the
construction of main access road (N orthgate Drive).
Impact Area 2: Permanent fIll of 0.059 acre (2,560.0 SF) is necessary for the
construction of main access road (Northgate Drive).
Impact Area 3: Permanent nil of 0.005 acre (237.0 SF) is necessary for the
construction of the main access road (Northgate Drive).
Impact Area 4: Permanent flU of 0.038 acre (1,660.0 SF) is necessary for the
construction of the main access road, the installation of two
culverts and retaining walls (Northgate Drive).
Impact Area 5: Permanent fIn of 0.029 acre (1,251.0 SF) is necessary for the
construction of connector road, the installation of two culverts and
retaining walls.
Impact Area 6: Permanent nil of 0.067 acre (2,921.0 SF) is necessary for the
construction of the main access road, the installation of two
culverts and retaining walls (North gate Drive).
Impact Area 7: Permanent nil of 0.096 acre (4,182 SF) is necessary for the
construction of the main access road, the installation of two
culverts and retaining walls (Northgate Drive).
Impact Areas A - L ("I" has been intentionally omitted) are anticipated temporary
impacts associated with a 5' construction buffer, put in place in areas where
installation of the main access road and connector roads are proposed. All utilities
will be located under the proposed roadways. Once construction of the roadways
~ isec.:t. Page 4 of 14 Ctt-++o..cJ-J rn eI'I t 1 )
has been completed, these areas will be returned to their natural grade and seeded
with a wetland seed mix (see Attachment 3).
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, separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Type of IOO-year Nearest Impact
Site Number Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
1 Fill Wet flat NO NA 0.051
A Temporary Wet flat NO NA (0.027)
2 Fill Wet flat NO NA 0.059
B Temporary Wet flat NO NA (0.046)
3 Fill Wet flat NO NA 0.005
C Temporary Wet flat NO NA (0.009)
4 Fill Wet flat NO NA 0.038
D Temporary Wet flat NO NA (0.010)
E Temporary Wet flat NO NA (0.004)
5 Fill Wet flat NO NA 0.029
F Temporary Wet flat NO NA (0.005)
G Temporary Wet flat NO NA (0.005)
6 Fill Wet flat NO NA 0.067
H Temporary Wet flat NO NA (0.012)
) Temporary Wet flat NO NA (0.008)
7 Fill Wet flat NO NA 0.096
K Temporary Wet flat NO NA (0.014)
L Temporary Wet flat NO NA (0.016)
Total Permanent Impacts (acres) 0.345
Total Temporary Impacts (acres) (0.16)
Previously Authorized Impacts (acres) 0.087
Total Permanent Impacts (acres) 0.432
*Parenthesis 0 denote temporary impacts
3. List the total acreage (estimated) of all existing wetlands on the property: 15.59 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, multiply length X
width, then divide by 43,560.
No intermittent or perennial stream impacts are anticipated with this project.
~rul~ Page 5 of 14l. At+a..c.n~-\- l)
(~gl?l/2u') 7 -L~~~+b' ~^??!___.
"O"N 'ONV131
<z (\ \-1 cr: 2> G - Sa
IZ66'66L (016) "HI.
WO::)"(>U9P1UO;il';)!JjO
.096-(.( (016) XV,!
(596-(1>( (016) 3NOHd
10.BZ 'IN 'NOWNIN1IM
133~IS 13~!lVN Z06
31V9HIHON
IN3INHOYOt:lON3 SONY'13M
~lJtoS;; ':YN 'NO.L~NIII('Lll\
OVOll S39<1llrVS'l1f
1I3N.l.lIVd ~NJ~WNnV 'v'11I11 NVa
;UVmUlION
"::>NI 'S1I3'3NIDN3 DNU'lOSNO::>
TIV.LSNfll ~ 3')ISO)I'SIIDION
-.:.--"" ZlDl:: ., ?-
i '-\..~ ~
~ I s: ).: ~ .
CD CD j.: " 3:
~ e ~ 8
~ 6 I
~n "'
"
:U3NMO
llVISNn! 'I' 3~sn~ 'SI~~ON BOOl ()
SNOISI^3~
A8 NOlldl~JS30 3IVO 108NAS
8"r (SO-BZ-LO) SIN3NNOJ ':J3S BO-6Z-LO I-~
B"r (BO-BO-60) SIN3NNOJ !:J3S BO-60-60 Z-~
8.' S~38nnN Ii Y]!N lJVdftl Q3SI^3M 9O-..t-Z:1 ,."
,
.
>-
'"
<(
'"
o
u.
:::E
w
f-
u: Lt.: u: u..: t... 1.1.. lI. LL
vivivitriviuiui vi
>-
z
w
z
<(
:::E
a::
w
u.
--.........----...............................
'<i~~~;j~:i~~~';j ';;j
,...tOOlO....I{)If)N(()vW co
N....O......OOO_O__ If')
00000000000
eeBeeS8.eeee S
...................................-................
'<i '<i '<i ';;j ';;j '<i '<i '<i
-QllOCOcn,...l.O U1
II') to 0 P"") N to OJ ....
0000000,.,
BSeSSBe e
t... LL LL 1L. u: lI. La.. u..: La.. La.. u: u..:
viviuiuivluiuiuiuiuitri vi
N
~~
'.1
...J v>
(l) >-
<( U
f- rf.
~
o
z
5
>-
w
30
.... N ,., .... If') t.O ......
~LS~~~~~ ~
~~-a~~~~ e
'1 , (')
W ONO"""'lNl.OOO'l lO
O........NNNIOJ"'ll.O<D lIJ
N u:i
101
...J 1I1
(l) >-
<( U
f- rf.
:::E
n,.... f.'l ...... ('j
,-, w ..) <.lJ 10 ,........ '"
N to N 1.0 N en 0
N N .. N....- Lri
o
z
<(
-'
>-
w
30
~ mUD W LL ~ I , ~
~l5~L51515:5:5~~~ ~
~~~~~~~~~!3i~ g
~~:
a~~
.
,
.
,
,
--------J
I
I
,
,
,
,
~
.,.:
~~
.
r'r
o!<.q~~~e
-----J
I
'"
1)i1~~
iI
I~~
.
t~
Ii
I
;~
o
;;::u..
00
'>
0-'
"'<(
Q.t;
(1)>-
':::<(
Z
::::JI
>-
..;:
N
~~
<(
(I)'"
0<<
zO
gv
50"""':"
CD~8
I'- :;;:
-1I1::;
Vltjt=
Zz (I)
<i:w~
>-0
5~~
",UO:: Z
W ::::J
>-Wro
O'=ON
ZVlvrr)
r~
"
-;
~>
,~
I
,
,
................---................ --:-
'<i<;j~~<j~cJ. ~
~~~
Ow",
_Z
1-<4:1-
U::!:u
:::>Ir",
8lf~
~ .
ONlDO'lu)lf')lX) to
Nf"'")ON~l"). a)
0000000
~~~3!?.88 8
u..: ll... lL. lL. lL. 4- 4-0 LL:
(/1 (/1 vi vi III In III III
u.J v' '>l v'
ID 0 to r-- OJ f"'") r-- OJ
IX) ..t "l N to 1.f') 0
~ -" .No:)
1I1
Ui
>-
-'
<(
z
<(
z
0
"" ;:::
U
::::J
W 0
...J w
(l) '"
<( >-
f- U
<(
U.
~
0
z
5
f-
W
30
~;:<i
OZIr
ww<(
U)Z
~~::;
Irlr",
wa.
Q.;E
-........................,........................... ..........
uuuuuuu u
<( <( <( <( <( <( <( <(
~ C'I l/) to 0'> ..... .a on
l.f1 l.f1 0 ..., N ID (1l v
0000000 "l
3e223se 2
L..... u.: lL. lL. u.: L..... lL." u..:
Vlllllllvllllvllll III
""~~~\I")N~ r;;
N l.f1 N ~ ~ (7l C!.
NN ~-N"'<t.l.f1
..,.
<;i ~ 'i. 'i. ;j 'i. ~ ':i.
r-- ID O"i ..,. ~ 00 to
N.O....~NI")I()
0000000
eeeeeee e
lr~
~~~
wO....
za.u
:>"'
wa.
....'"
lL. lL." LL u..:....... L..... lL.' u.:
viviVlVlviVlvi vi
~~~~~~~~
- N lci
V1Z~
5~~
5<(1-
w;l;u
Irlr",
a.wa.
Q.~
-
'<i <J '<i 'i. ~ 'i. ';i ~
-- - '<t f"'- ..,. N"<t ..,.
,..... 01 -- ID '<t 0 v ''1
00000 I()
8.2.8882.8 e
l..L. LL" lJ.. l..L. u..:
III III Vl al III
00 IJl If'}
~~~:G ~
N ...,.'..D ;:i
u.. u.. u.
U) U) If>
O>Ul'"
0> '" 0>
o 0> Ul
".,,..)
o
~
<(
u
~
'"
CO
Z
in
tf)
o
'"
"
w CO ~ -'
~1-1Il lD .:g .:g '" "!
'<i;:<i <( u u. -'
i~~ .:g .:g .:g 0 I '" <(
- N '" .i ~ .0 ,.: g;
\,
\
\.
',,-
"
"
"
I
\.0
w w !.i ~
Z Z ~
"' ....
J J ~ ~ Z
~ '" I " '" ~~ ~
Ir '" ~ Z " ~
'" g z Z ",Q.
Q. g ",:! ;!
" I ~ :t>-
'" "
0. ~ ir Ir ~
0 I -"-...
z I I ~
W I I I
'-' I
I.., , I I
-' I I I . I
I I . .
I , I I
. . I I I
I I I I
I I I I I
I . - I
~
I~
."
~~
~l Q.
; c(
::i
~ vi
..;
z
Z
0
:>
"
b "
0
.....
II "
"
N
:
...
W "
.....J "
<C
()
(f)
~o/.S.(I'2(
~dol ~d 9 fWwtp?:J+f1f fNS'.I(\TCf
"O"N 'ONV131
tl66-66L (016) '1]1
C;0'8l :IN 'N01ClNIV'l1IM
O~O!J S]ClOnr ~8- l "
!J]Nl!J~d ClNtCl~N~V'l '\IllIH N~O
]1~ClHl!JON
3J. VOHJ.I:.ION
NOI103S SSOI:lO SONV113M
:1:I3NMO
11~ lSNnl ~ 3"Sn" 'SIHHON 900lO>
SNOISI^3!J
8"r
109",5
I-H
l-H
~I
~J
W
.J
<r:
U
UJ
\
\
\
\
,
,
U,>
) .~'1
<5' -"
L)-tc L)
'0<>-
-6~ <t"
-;:.,
'l-.t.. --><
q...t..<5'
+
I
I
\
4
I ...
I ,
I ...
0
0
/'
/'
.,.
.,.
...
.,.
...
WOJ"f,u91>fuoe:)I"O
"096-[t[ (Ol6) X\(3 IOtRZ ";)N 'N01~NI~1IM
r~96-r.r (016) 3NOHd 133!J1S n"H~" l06
':)NI '~'3'3NI9N'3 DNI.L'lOSNO:)
'l'lV.lSNfU 7fl IDIs[i)j'snrnoN
lo\tdr IN3Nlfrnnd
- jQ -5 INIlNI53e-
0::0:'
Ow
I>
00
"00
lfl_~
W
<i II II
U. ,
Ul ~~ ~
0::0:'
Ow
I>
00
" ci ci
lfl__
W
<i II II
u. .
lfl '_ ~
ow
ZO
",.
l;Q5
:'.~I
g ~ ~
~ _l_:?~d.-rt.!. ~~y _c!rt}!. _ -}L
]JNlfm:lnISIO su'cn
l::>Wd I IN]NIiI'f~Jd
JO 11"11 NI038
,OX)
~~
IlGJ WN
U"
g~
lO't'dnl A~\f OdrUi
-35N't'aijnlSIQ - Sln~tl- -.\
g ~ ~
i
J\
Zw
"'0
"'.
x",
wO
o
n
ow
~g
:'../
Lf) ~
N N
_ J3!t!fol.!.. ~~'t' Q~n}!. _ _ _41
3Jf\lV8~mlStC] su~n
lJ't'd IIN3N't'r-tM3d
.m wm NI~38
,OX)
u-
0..
lDN 1<0
~~
,0
Jm
0~
,ox)
&~
~~ WN
~;t
IJ'Vd"1 N3N'f'm13d
- jQ-Sll 1"'''~)]8- -
j:)VdYII !N3N .'tM3d
- jo sTlrti,- N3 - -
J.'IIM ;0 HI 1M
DVdl'tl A~'Y Odt131
o -]3Nv8~nls~ 0 sll~i1- 'i
r0 N ~~
,}I
Zw
"'0
"'.
x",
loll-'
en
OX)
~
'-
~ ~ 8
IP
N
I
;:
c:o ~~I:;
CD
i
C)
Lf)
~s..)
"-
<"""-
a
a
"
a
n
Lf)
z
0
a f-
N U
LLl
(j)
(j)
(J1
0
0:::
U
a
N
o(j
(J1
<(
W
c5 0:::
<(
a
Lf)
o
el-
Lf)
a
"
a
n
a
N
z
o
f-
U
W
(J1
(J1
en
o
0:::
U
a
N
o(j
n
en
<(
w
0:::
a --:r
o
~-JO? ~ b' ~w~ ~/\rj.
":>"N 'ONV131
1l66~66L (Ol6)13J
31V~HU:lON
NOIJ.03S SSOI:lO SONV1J.3M
<;OtBlTN 'N01~NI"'1IM
OVO~ S3~Onr VB~ I I (
~3NJ~Vd ~NI~VNV'" 'VlllH NlfO
31lfClHmON
:Y3NMO
11VlSNnl ;V ]>Isn>l 'SI~HON QOOlO>
SNOISI^]~
,
,
,
_ J...,
~
"
'\
,
, ,~
, "
, \
, ,
, ,
,
,
f-O
U
<(<(
00
"'.
od
NN
. .
~~
,
>>
~?;,
- -
,"
-'
,
,- -' I, W
U
<(<(
I o..W
:2G:::
I I -<(
I ,
- I ,
0
0 ,
,
-
.,.
W \
..J ,
<( I
U ,
(j) \
,
, I
, I
, ,
, ,
,
,
o
o
,
@ ~ \ ,
, , I
, ,
I "
I
,~
,-
.-
,
,
,
,
, I
I I
I ,
I
'"' :...--------
W /,//~~
J v/\
<(
u
(I)
- -" - -'
I I ...\... ,-
... .,. , ,
U~/ \ ... ,
...
-~----~~--------
UJo:)'6u~1~UO~:JII'O
,,095-[t[ (Ol6) xv.:! IOvSZ ';)N 'NOl:JNINlIM
n;95~n( (0'6) 3NOHd B3~JS B"~V'" lO6
- ~
~
Z lD L/.. :8
m "'~.. ;;;
i ~ ~ ~
o ; i; ,
~ n ~
o
"JNI 'S1I33NIDN3 DNI.Ll:OSNOJ
TIV.LSNO.L "il 3')ISO')l'SImION
o
"J
e>w
~~
!!Irs
~o
J'
'tM .:JO lH~I~ ~
-3)~~t~~~... ~~l~I' - i-
,n
Ul
, I
~V~~-\:~~!!.~13~ r
i
-<",
,.~
e><O
ZN
~!L
~~
I~
Ii
-
Olel
~~,"~I
:~
'l!:'
I
I
I
I
I
I
I
I
'"
NJ~_
8~
~~.
~~
.a.,.jl
~ol
~I
'"
Cl. ~ I
u'J
~~ : 1
-~~I
~
~I
-.. ~t r---- ..--- ~
I
I
I
I
....I f---
,0
~'"
0-~-
_~i~
-'- ~-~- ~":
D-~
90
.",
l ~_~_nn f
~"'2 IIN3N'i"~3d I- 1~~r---
o Sll~1I1 ...,:e
~e
'"
O::cr
Ow
I>
'6
l~
z
lJ\I'dt'i1 A>j ijOd"'31 1-
-]3N"'8~iiislo JO sllnli' - ~-
e>~
Zw
1=0
"'.
55
'0"0
.. ci ci
(fl__
W
;;i II II
u. ..
(fl'_'_
YM .:10 J HOI~
o
,...,
Ul
N
o
N
';2
ow
zo
I=C
O::cr
Ow
I>
!!'1\
0 Ul 1:\0 ';2 S'
,..., N N il
'I
IJ d~l ).HYOOdl't ,,-,----
----33N' 8~ms'o -jQ Sl - -
I;
'" Ii
l:>Vd+~1 lN3 YrlH3d ~
..;
- 'o'''T"- - - ~Lr-- ,
g I
OWl I
i~j 1
:r: t~
inN
".., I
~~
",N, I
~' -
I
Z1t I
wl5
~ol
..;~I ~I
go
D- ~ I
,0 U'J
~~ j-- (r ~ I
UN
~;I
ZW ~I
wa.
,,0
~'" ~
a.~ I
20 1
I
" I
i!; -
It''l W
v~ 1
g~ '2,L
1:>Vdt't1 JN3 Vl"4H3d ....I I-- -
---:;'0511 n- -- , ,~
!~ ,;:-
I~
I 'f'dNI MJ'f'OOdN I~ h
--- --33N 8~rUSIO jQ 51 ;;Il-ilh-~
~
e>~
?:h
,,-<
x<r
we>
0 Ul 0 ';2 S'
,..., N N
00
I.ii~~
Ld
;;i II II
ll. .
(fl'_ _
---.- --- -----.._-~-----_. ----_.~~-------
o
o
'"
o
'"
o
z
o
f-
U
W
en
(.f)
(.f)
o
0:::
U
-q-
<(
W
0:::
<(
o
S'
o
Ul
o
'"
o
,...,
0
N
Z
0
f-
U
W
(.f)
S' (f)
(f)
0
0:::
U
L()
--t
W
0:::
0 <(
M
.
~
~:''''
{.,..'"
'....~
~..,
(
S?cJ02 ~d ~-fwwLpVfftl p~.I/"(b2I
":)"N 'ONV131
ll66-66l (016)131
<;OtBlJ'N 'N01:lNIi"l1IM
avo~ S3:lanr VB- II I:
~3Nl~Vd :lNI:lVNV~ 'vlllH NVO
31V:lH1~ON
3J. VE>HJ.I::ION
NOIJ.03S SSO~O SONV'J.3M
:Y3NMO
ll'o'lSNnl ~ 3)tsn>f 'SI~~ON BOOlO)
SNOISI^]~
108~AS
, -<!
l-~
I r
, I
f ' -'
o 801>/ I
Ol-~ ~.\.9 , I I I
I I
I
I ~
I ,
I ,
I I \
I
, -f' ~
I f ,
"/S; I
~ -'10 I f---:J ,
I ~\ U<( ,
I~ \ <(W I
" 0..0::: I
,
o
o
....
....
I
-------.'
,
lLl
...J
<(
U
en
,
,
,
....
,
....
-..,
....
,
WO::d)UilP1UOa:)IHO
'l>09(}-ft[ (Ol6) )(V;i IOtgZ ',:)N 'NOIONI~lIM
\:<;96-l:t[ (0'6) ]NOHd 13]~lS B>~i"l lO6
-- ~
~
Cl)~~~~
CD 5-
i ~" -
o Iii ;
":)NI 'S'H33NI9N3 9NI.L'10SNO:)
TIV~SNO~ 'f/ tDISO)J'SImlON
-.
00
"00
(/)~~
w
~ II II
bS :.. '~
0:' .
offi
I>
'0'0
"00
(/)~~
w
;;;! II II
bS'~ '..
z~
U) 0 In~fS 0
, I , I , ..\ ,,'
AVM j IHOIM :\
1 dnl AijYWdn il,~t----- --
-----33ti 8M,)! SID JO sl
\ ~
i!? \~
l:>Vdnl iN iVt'Uf3d
--jOSll 11--- ~L_ -- -- -,
I
DWI I
~~~ I
"
in'" I
"'''
u~
gt " I
~ -
I
~~f I
~'^ I
.'-~I ~I
~O ..
~I
D..~
~~ t--- ~gl
;::;-~ '<01:11
",N
z11 ~I
we; II
~'^
Q.~ I
~e
I
. I
& ,-
1ICZ) w I
g; 1 I
'" -- - -
lJ'Ydnl IN] \'NM3d ;L
.:K) 511 n 0
'- \~
8
\~
1 V<;tl"ll A~VOOd~ J
-----33t~ 8H.uSIO JO S ~I'---~-- --
~
"'\
Zw
"0
",..
AVM j IH"JI~ i:j~
U) 0 U') S'
''J N - U)
U)
N
<ow
zo
o If) 05 0
N .- ~~\ ~
AVM J IHOI~ iJ,
1 d~1 AijVOOd" <I
-----33N" 8MrUsKi-.iiSJ-"---r-- --
\ 0
'i
\ ~
l::>Vd~1 iN VrtM3d
--30511 n---
i!?
'"
'i
~
-
r----I--~
OWl
.j~;~
;'"
inf.S
I
I
I
,
I
I
I
I
I
I
wi
gl
~ ~l
.~: I
~;I
jl
~
""'
u~
0";
m~ ~
r--
ZW
~~.
~~'
,-IS
'~ol
'0
:5~-
i~
'Ii;7.
o..~
,?ol
I
I
I
I
I
-I-
I
I
~L __
~
~4
~~
~t3
D::D::
Ow
I>
"
~(.-
~;~f-I
l:JVdi"l1 iN] ~Vrn:l]d ~
~_josll 11- - -- ~
~
. - -"t::.,r'::'~ ",-
I---
HM
IH9lij
U)
N
o
N
U')
o
~
I
~
,-)
o
...
o
'"
0
N
Z
0
f-
U
W
Ul
0 Ul
Ul
0
cr:
u
(()
<(
w
_.0::
0 <(
U')
..0__
U')
- ~
-- g
0
N
Z
0
f--
U
W
Ul
S' Ul
Ul
0
0::::
U
r....
:(
LLl
_.0::
0 <(
U)