20100568 Ver 1_401 Application_20100710

Letter of Transmittal
S&ME, Inc. 9751 Southern Pine Blvd. *S&ME
Charlotte, NC 28273
[phone]
[phone] fax
N.C. Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina, 27604-2260
WE ARE SENDING YOU
? Shop drawings
? Copy of letter
® Attached
? Prints
® Report
DATE: July 15, 2010 I JOB NO: 1357-10-024
ATTENTION: Ms. Cyndi Karoly
RE: Enclave Pond Project
2 0 1 0 0 5 6 8 PAID
? Under separate cover via the following items:
? Plans ? Draft ? Specifications
COPIES DATE NO DESCRIPTION
5 7.15.2010 1 Nationwide Permit No. 3 Application Package, Jurisdictional Determination
1 7.9.2010 2 $240 Check for Processing Fee
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For approval ® For your record
? As requested ? For review and comment ?
? FORBIDS DUE: _I_I_ ? PRINTS RETURNED AFTER LOAN TO US
REMARKS: Attached please find the above. Please let Isaac Hinson or myself know if you have questions. Thank you.
- Dave Homans
SIGN:
tin

COPY TO: File C:
..?

c?
N
I
?p
J
??? 1 D4

G!2~ 2
?y
S
IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE.
This Letter of Transmittal and the documents accompanying this Letter of Transmittal contain information from S&ME, Inc., which is confidential and legally
privileged. The information is intended only for use of the individual or entity named on this Letter of Transmittal. If you are not the intended recipient, you
are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on these documents is strictly prohibited.
S&ME SFG-001
(Rev. 04/04)
S&ME
July 15, 2010
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Attention: Ms. Amanda Jones
N.C. Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604-2260
Attention: Mr. Ian McMillan
Reference: Pre-Construction Notification (Nationwide Permit No. 3)
Enclave Pond Rehabilitation
Charlotte, North Carolina
S&ME Project No. 1357-10-024
Dear Ms. Jones and Mr. McMillan:
CM

_o
N I

On behalf of Charlotte-Mecklenburg Stormwater Services (CSWS), S&ME, Inc. (S&ME)
is submitting this application for impacts to waters of the U.S. in accordance with
Department of the Army Nationwide Permit (NWP) No. 3 (Maintenance Activities), and
General Water Quality Certification No. 3687. This Pre-Construction Notification (PCN)
is being submitted for maintenance activities associated with the existing Enclave Pond.
The project area is located southwest of Brotherly Lane and Arrival Drive off Steele
Creek Road in Charlotte, North Carolina. In support of this application, please find
enclosed the following:
• Figures: Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2), 2005,
2007, and 2010 Aerial Photographs (Figure 3A, 313, and 3C); Approximate
Waters of the U.S. Map (Figure 4), Project Impacts Map (Figure 5);
• Appendix I: Pre-Construction Notification (PCN);
• Appendix II: Site Photographs;
• Appendix III: U.S. Army Corps of Engineers (USACE) Routine Wetland and
Upland Data Forms, USACE Stream Quality Assessment Worksheets and N.C.
Division of Water Quality (DWQ) Stream Identification Forms, and;
• Appendix IV: CSWS Preliminary Construction Plans; and
• A check for North Carolina Division of Water Quality (NCDWQ) Processing Fee.
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com
Pre-Construction Notification (NWP No. 3) SWE Project No. 1357-10-024
Enclave Pond Rehabilitation Project, Charlotte N.C. July 15 2010
GENERAL PROJECT INFORMATION
The general project area consists of the immediate vicinity of Enclave Pond, which is
maintained by the City of Charlotte (the City). The project area is centered on
Mecklenburg County Tax Parcel No. 21912599, located at the southwest corner of
Brotherly Lane and Arrival Drive in Charlotte, North Carolina (35.0925°N, -80.9948°W).
The location of the subject property is depicted by the Site Vicinity Map (Figure 1), the
appropriate portion of the 1996 Lake Wylie, N.C. and Fort Mill S.C. USGS Topographic
Map (Figure 2), 2005, 2007, and 2010 Aerial Photographs (Figures 3A, 313, and 3C), an
Approximate Waters of the U.S. Map (Figure 4), and a Project Impacts Map (Figure 5).
Based on information provided by the City, Enclave Pond was historically a rural farm
pond that was breached in December 2008 in order to allow development of adjacent lots
and the installation of an adjacent sanitary sewer line. The City proposes to reestablish
the recently breached pond by reconstructing the breached dam and selectively grading
within the old pond footprint. Due to recent fill and development within the historical
pond footprint, the City will only be able to reestablish a portion of the pre-breach pond
footprint. In addition, the City plans to upgrade an undersized driveway culvert located
downstream of the pond.
CURRENT FIELD CONDITIONS
The pre-breach Enclave Pond occupied approximately 1.77 acres (estimated based on
2005 aerial photographs and existing contours), with a normal water surface elevation of
approximately 628 feet. Grading and filling of approximately 0.34 acres within the
original pond footprint was conducted as part of a previously authorized residential
construction activity associated with the pond breaching in December 2008. Field
review identified significant sedimentation within the pond area, which apparently has
occurred as a consequence of recent adjacent development.
Even though impacts will be based on the pre-breach (less than 2 years ago) site
conditions (See figures 3A and 313), the current field conditions were evaluated and
documented below. S&ME visited the site on June 9, 2010, and delineated the
jurisdictional boundaries within the project area. Wetland boundaries within the
breached pond and vicinity were located with a Trimble GeoXH GPS unit capable of
sub-meter accuracy, and mapped on the Approximate Waters of the U.S. Map (Figure 4).
Routine Upland/Wetland Data Forms, NCDWQ Stream Classification Form and USACE
Stream Quality Assessment Worksheet, are included in Appendix 111. The City of
Charlotte is not requesting verification of these current conditions.
A brief summary of the streams and wetlands observed during S&ME's assessment are
described below:
Tributary A (Photos 2 and 3): This stream enters the Enclave Pond area from the west.
Tributary A scored 30.0 on the DWQ Stream Classification Form, indicating perennial
flow. The stream channel has been heavily impacted by recent sedimentation, which has
Pre-Construction Notification (NWP No. 3) SWE Project No. 1357-10-024
Enclave Pond Rehabilitation Project, Charlotte, N.C. July 15 2010
filled the lower portion of the channel and converted it into a linear wetland feature.
Additionally, the channel appears to have been straightened in the past.
Tributary B (Photo 4): This stream enters the Enclave Pond area from the south.
Tributary B scored 40.5 on the DWQ Stream Classification Form, indicating perennial
flow. The stream channel has also been heavily impacted by recent sediment deposition
associated with adjacent residential development. During the field visit, a riprap
equipment crossing associated with recent sewer line installation was observed along the
channel (Photo 5).
Tributary C (Photo 6): This tributary is the outlet stream from Enclave pond. Tributary
C scored 41.5 on the DWQ Stream Classification Form, indicating perennial flow.
Immediately upstream and downstream of Brotherly Lane, the channel has been
riprapped. Downstream of the gravel drive, the channel is deeply incised and actively
undercutting the banks, resulting in the culvert being perched over the channel bed by
approximately 3 feet.
Enclave Pond: Enclave Pond was breached in December 2008 and has since developed
scrub/shrub and herbaceous wetland characteristics. The scrub/shrub area is
predominantly black willow (Salix nigra) and sapling bald cypress (Taxodium distichum),
and the herbaceous area contains common rush (Juncus effusus), shallow sedge (Carex
lurida), softstem bulrush (Scirpus validus), and cattails (Typha latifolia). Soils within the
pond demonstrate hydric indicators (sulfidic odor and low-chroma colors). However, the
soil has been disturbed by the recent deposition of sediments, apparently a consequence
of adjacent construction.
Representative data forms are included in Appendix III.
DESCRIPTION OF WORK AND PROPOSED IMPACTS
In order to allow for passage of the 100 year storm event (to allow for emergency vehicle
access to multiple houses) and limit downstream erosion on Tributary C, the current 42
linear feet (If) of 42-inch diameter culvert under the gravel drive will be replaced with 52.
If of 9-foot x 6-foot box culvert buried to one foot depth. In addition to the 10 if of new
cunverted impacts, 85 if of Tributary C (combined total upstream and downstream of the
culvert) will be re-graded and the banks will be stabilized.
In order to re-establish Enclave Pond in a manner that provides similar capacity to the
pre-breach conditions and limits flooding concerns, the pond banks will be re-graded and
excavated to a bottom depth of 618 feet. A stamped concrete headwall / weir will be
installed in the location of the original pond breach in order to establish the proposed
pond elevation at project completion of 623 feet. Draw down from the original pond
elevation of 628 feet will result in the loss of approximately 0.44 acres of jurisdictional
open waters. In accordance with current pond safety and design standards, a proposed 15
foot wide safety bench starting approximately 10 feet inland of the permanent pool
elevation will be established to protect adjacent properties.
Pre-Construction Notification (NWP No. 3) SWE Project No. 1357-10-024
Enclave Pond Rehabilitation Proiect Charlotte N.C. July 15 2010
Work associated with Tributaries A and B will involve natural channel rock cross vane
tributary tie-ins. The proposed grade control structures are necessary to match the
channel elevations to the new pond bottom elevation. As these tie-ins will be placed
within the footprint of the original pond area, no additional impacts are associated with
the tie-ins on Tributary A and B.
A copy of CSWS' Preliminary Construction Plans is included in Appendix IV.
Protected Species
To comply with applicable sections of the Endangered Species Act (ESA) of 1973 (16
USC 1531-1543), S&ME conducted a review of the U.S. Fish & Wildlife Service
(USFWS) list of federally protected species (updated June 23, 2010) documented within
Mecklenburg County, North Carolina. This review identified four protected species:
three plants and one animal. Listed flora and fauna and their federal status are identified
in Table 1.
Table 1: Federally Protected Flora and Fauna Summary
Species Federal Rank` County Status Habitat Present
Echinacea laevigata

Smooth coneflower E Current No
Helianthus schweinitzii

Schweinitz's sunflower E Current No
Rhus michauxii
Michaux's sumac E Historical No
Lasmigona decorata

Carolina heelsplitter
+ r _ E Historical No
E - Endangered
In addition to the USFWS database review, S&ME also consulted the North Carolina
Natural Heritage Program (NCNHP) Geographic Information Systems (GIS) database
Virtual Workroom and Element Occurrence (EO) Database for a listing of EOs of
endangered or threatened species within or near the project area. The EO Database
identified two federally protected plant species within a two-mile radius of the project
area, viz. the Smooth coneflower and Schweinitz's sunflower. However, the project area
does not contain suitable habitat for these species.
The Carolina heelsplitter is identified due to its extinct range. The proposed project will
not impact streams that drain to known populations of Carolina heelsplitter or its
designated Critical Habitat. No documented occurrences of Carolina heelsplitter are
known for Walker Branch or its tributaries in which the project area is located.
The Michaux's sumac is identified due to its historical range. Similarly, the project area
does not contain suitable habitat for Michaux's sumac. Accordingly, the proposed
project is not anticipated to impact these protected species or their designated Critical
Habitat.
Cultural Resources
S&ME reviewed listings on the Charlotte Historic Commission GIS layer. This effort
revealed that there are no historic properties within 0.5-mile of the project area.
4
Pre-Construction Notification (NWP No. 3) SWE Project No. 1357-10-024
Enclave Pond Rehabilitation Project Charlotte N.C. July 15 2010
Accordingly, it is not anticipated that the proposed project will adversely affect historic
properties or cultural resources.
A copy of this NWP No. 3 application will be provided to the North Carolina State
Historic Preservation Office (SHPO) requesting their review of additional records
regarding cultural, archaeological, or historical resources in or near the project area.
AVOIDANCE AND MINIMIZATION
The proposed project has limited permanent stream impacts to less than 1501f. Impacts
are associated with bank stabilization and adjusting the channel invert in the vicinity of
the culvert to accommodate the newly buried culvert condition. Permanent impacts to
Enclave Pond (0.44 acre) are unavoidable as re-establishing pre-breach pond elevations
would result in increased flooding risk for adjacent residences. Additionally, impacts to
Tributaries A and B were minimized by redesigning the tie-ins to the pond from the
originally proposed gabion structures to rock cross vanes, which are in compliance with
natural channel design principles. Work areas have been minimized to the extent
practicable and have been limited to what is necessary to facilitate the proposed work.
Following construction, disturbed areas within the work site will be restored to original
grade and elevation, and excess material will be removed to a high ground disposal area.
Appropriate erosion and sediment control practices will be implemented to meet water
quality turbidity standards. Best Management Practices (BMPs) employed for the project
will be in compliance with the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual," and the local governing authority.
Impacts have been avoided and minimized, and appropriate measures will be taken
during construction to allow flow and circulation patterns of waters of the U.S. to remain
unaffected.
The proposed project will not result in additional impervious surface.
MITIGATION
Because the project has limited stream impacts to less than 150 If and the pond is being
reestablished to its pre-existing condition to the maximum extent practicable, we
anticipate that appropriate mitigation for the proposed project has been satisfied by the
avoidance and minimization procedures of the project design and by the planned erosion
control measures.
5
Pre-Construction Notification (NWP No. 3) SWE Project No. 1357-10-024
Enclave Pond Rehabilitation Proiect Charlotte N.C July 15 2010
CLOSING
By copy of this correspondence and completed PCN, we are requesting your written
concurrence with this NWP No. 3 permit application. If you have questions or require
additional information, please feel free to contact us.
Sincerely,
__? ap*'C' ) 4y??'
Isaac Hinson, P.W.S.
Wetland Specialist
Charlotte Storm Water Services
/K??
David Homans
Staff Professional
S&ME
l?
Peer Review by Michael Wolfe, CSE
Senior Review by Julie Bennett Hudel
S&ME
cc: Charlotte Storm Water Services
U.S. Fish and Wildlife Service, Asheville Field Office
State Historic Preservation Office
6
_ ,
r 1 ??t ?F on
Farn'Ra? fl Steele 3 o
py f ?1
/ < hae? Rd y a t
V
1 I NO - ( ?dr `
t { ?? emQa ate Gem.?.h' A II q 1?.
C d h h ?L ?? ?.- I 1\e
U >?, 1 I ?`e? 1 5
G1 63
aft-Ct a"
to
l?_ a G reyb?? WEI,
Ikergranch\ro y f -r
3 1_- • Sit l
l K--
P
AL
tYa? • -____ r ! _ l r1 / T
?Asheford Wodds,L'n r: J ?/ ?J 'I, \ I• ?} '
?/ y F Slade-C3" '
?d / i a?jr DI r i
°.Ratha°0 4 ! I .`
Ln m % therly.Ln ? ¦t
r \\ y:..i Arrival Dr Q Balbh tti? 5
iOJ '.' 4 t {)
ro5. ro aro ? ro t
s r? l _ rfN t °tough'Ctf2. e
t". /1??1?
`G r!A f I ?' al
i amb?y? io `.r ? ??f ? r ;'?? ? ? ? ;? __: ?i ??", ?. T aho?•O?/ `e? J??
( .,? h hP 'r 'i ? iro ?y o l?othe.N°?? r? " -..``? ?/ •?`?l /jr,'
J
/46 f ro r
Bath-Abbey CY t y L'' ':4 ?o^ x//99 r ro'
v ?arh ?( +
tlir g =Dr-m
r 1 pt, c' Lake:F cu r r
O ensalGree° ?eoo i r?e`Ln? ?? z l ?l
l a y
4 ` ??? I + • Ham?iltoniRtlX ?
4-1
_ i,
o'a
Q Project Area
".' ?co-Wingetl Tpal:R_ + i ro /
REFERENCE: USGS 1996 LAKE WYLIE AND FORT MILL [NC, SC] QUAD SHEETS c G\egreen=Dr
THE ABOVE INFORMATION WAS OBTAINED FROM THE MECKLENBURG COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) - - ?ctt
DEPARTMENT WEB SITE. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR 0 500 1;000 61;500 1
DESIGN, LEGAL, ORANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO _ ?e
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Feet-
SCALE: AS SHOWN' FIGURE
DATE: 7.2.2010 USGS TOPOGRAPHIC MAP NO.
Enclave Pond
BRAWN BY. DDH S&ME _-= Charlotte, North Carolina
;NECKED BY: MW PROJECT NO:
1357-10-024
47 0!
7 1 _ Til, I , I
per' t? m..+,' r J I V
r
A 1
t
" f? J a``bS n y r?• ' rt 1 A tix At7A Ay?y'/s^6 y?? ^'? b Y • 'Z ,y ! Y? a ,pq 'f ?'? ..IS '?' nr?1? y??,,ya' T ?I. f*?R' ? p ?. W TIr. r
r
MJr '?? {.s`?t J $, m' : J't. + y'. ?.?. r +p d• MM
? ?ry?? a ? 1?1"?' ?,VB? 'r..?r :$;?? s. ?k J Q '?...*`? ,,y,•, a• ? i x?, u "•? r`:.Ei,'A?f,?f ter..
"C 'A
?fjj
+1011 q
7
` s t , •; 'Cl ."p +^7_'' •it s ii71.
for '" ?A •• 1 Y r •&
'tt,
21
G.E. r° '?, +" «+
w
w ,a
1Y
?i i ? ?"? ', .?? # ? ? ,fie ? ? ? ?„ !?) f?"????.aF'??3 k : <• ?... ? ',,?
r {'
- f
f x '
t?x? "!r .,.? ?r .' a f? ?, { ? ?"i?. ?«,'! y?. ` ??.? ?t +S .R .c ? '?°
r
12
.
, ?t ,?s? Fa a l . Y
to
° ' a r
iI Pre-breach Enclave Pond Area = ; ,J?a, r•
REFERENCE: ` .n
THE ABOVE 2005AERIAL PHOTOGRAPH WAS OBTAINED FROM THE MECKLENBURG COUNTY GIS DEPARTMENT. PLEASE r y;
NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES t
THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION0. 4 .'SU 100 ti ISO
MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. ,F et
SCALE: V = 100` FIGURE
DATE: 7.2.2010 2005 AERIAL PHOTOGRAPH No. Enclave Pond
DRAWN BY: DDH S&ME Charlotte, North Carolina
CHECKED BY: MW PROJECT NO:
1357-10-024
J,
NOTE: THE FLY-OVER FOR THIS AERIAL PHOTOGRAPH LIKELY OCCURED
DURING AN ATYPICAL HIGH WATER EVENTAS EVIDENCED BY THE N 4
SUSPENDED SEDIMENT APPARENT IN THE LAKEAND THE FLOODING OF THE `.a
FORESTED AREA TO THE SOUTH. ACCORDINGLY, PRE-BREACH POND AREA ti
HAS BEEN BASED OFF OF THE 2005 AERIAL PHOTOGRAPH (FIGURE 3B).
$ w ,
'Nit
Yy
fi ? u?h yam. ? m1 #? R?L
r f
4 1
„
a?
A 01,
`7e
lmN
;Ott
IBM
X14 ? ?` ,^,. •a , `". $ r? w'yi`°??. ? ?, ?'' . ? ? ".
1M
0
444-
wit - ell
l?. k^ :?• rr_ '`. ;ice. , _ ?'?' "+''`T.
„
1
" t
.. ! i ,
Pre-breach Enclave Pond Area (Based on 2005 Aerial Photograph
REFERENCE:
THE ABOVE 2007 AERIAL PHOTOGRAPH WAS OBTAINED FROM THE MECKLENBURG COUNTY GIS DEPARTMENT. PLEASE k5
NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES O. 5O . 100 1 5O
THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION
MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Feet
'CALE: 1" = 100'
2007 AERIAL PHOTOGRAPH FIGURE
IATE ]-2.2010 O.
Enclave Pond
IRAWN BY: DDH S&ME
Charlotte, North Carolina
HECKED BY: MW PROJECT NO:
1357-10-024 /

,,?? +,.?axis ?^' ???9 t????! ari?"'.? ,? .fi' ,,
y
,
ON 'e§r / .?. R .? T, P t'lydR' (4`Y !g
d t mob d' F
j, 4"-
p.
1
r7?7
,.? ,,.. ?p8 to -.'" !? w- 4' ?'yr^'kxa?...rt?
v ?? tux p' =•s ? ? ` ? ?^"'• ,?-?. .? 1 Y
Arrival-D
x r
v
,,a.4 ,? 8`•,r .!? ?M?,?.. Rte" ?Y '" +Sv 4,?p, Y, ??+ .?`, •? ' #?.w .
v
t I
CA-_ A
'its r
+? t 'r ?/ "'? I v R` .. ? AAA 11f °R9? "i ? a t1 x n.
t
4"10 ?V
'j, z
ypj
R w t
LJ Project Work Area
Melia
Rf' w y''?I •..
Existing Contours
REFERENCE:
,A t
THE ABOVE APRIL 2010 AERIAL PHOTOGRAPH WAS OBTAINED FROM GOGGLE EARTH. PLEASE NOTE THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO O 5O 1 ?? 5O
GUARANTEES ABOUT ITS ACCURACY. SBME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY
ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Feet
SCALE: 1" = 100' FIGURE
DATE: 7-2-2010 2010 AERIAL PHOTOGRAPH No. DRAwN BY: DDH S&ME
Enclave Pond
Charlotte, North Carolina
CHECKED BY: MW PROJECT NO:
1357-10-024
MW AS a3NO3HO eu11OJe0 4PON `9110IJe4O \
puOd anepu3 Z
H00 VZO-0 6-L5E L rr' w
.l9 NMdad :ON 103roUd ? cc
3W'RS* dVW msmn 3H1 JO
060Z-9-L :31'dd 3lb'0S SH31VM 3.LVWIXOHddd
,
V?. CL
v
, ? ? Y?. i.. + k t .. as - ry ' ? ?'• ,4& r
J*t
41A
N_
;9<
l '
v CL ip .0
F >
a. r„P, `` ? .??f + .L a°'U ;? O; ,w41kQ
F y" N ' 14
g`x O O_ N " "0 O
JL.JL
• J
Ave"On
-k - § e+_ • (?
-J"c ?" R, s. O W C U
7R
ilk EV a)
-C X
q a a v) U O Of W Q_'
.
AW,
K
K
r+. ,
As,
74,
UAW
ys°
tit? lat. / fir, " •
r
,., a ?- Ar • , , # dA,*?" '•? i?r 1 1 a? 1 '? . J F K, a? k 'O "
p
Z r. ' •M, J _ ;? . 1
till
LLJ
Ilk
Atm'
1 mK t A
?Fa€-.ti •? a,,' •A nee ?; LU
4y7.
-471 U,
Its
° r
+ 'fr
low
Q.Ienwy
`
,
f N?
?• ?? +r%; ? ? tip'
II
Zr Wo 0 z
;.° Qm w
?
?> Owl
,
1\ ...._ (VWQpd Q?§
z>?
W0ww oL
coo 6 O
OH?? z
Cf)
\\\ /?.. L JZ?wtn x U x
.1 1:. ZpWpQ O Q F-
a !b Zw?aU ? F O
LO LL 0 6 m?
'I \ ?1f /??'' WvniJa o
t : a
d 1z , < p
r. ir., ".. .6mmUOQ . w
1. 0wp? =z?
w
() ` ......... r. wWOp } Z00m
of^
loans= -W 0 I'D <n Z,, Z.
;?, /s ? ? ? .<.. ?? •aa Z??FOu.
= O? = W z
U . q ( o?cn0-Oj X,O
?UpHaz 'au a
(0 - Z w w w
ZQWF-WF,m d U) z
m W X W m
a •t +ya,5_._ 4 U + .. pWmwQO QUwp
W 2w < 02 C)
L7 w O
Wa?Q Z M
- to O z 2
0 L) 0= wo
0z wl w -j
?y g
paWZ?O ??Jz
Z Q W U U ? C7 ? J .
3n 2?4 3 > .. ?dl ". > ? , r k ? ? 2 L) ° m
t tIR ". t ?*Y - §f4 ?„ ^ '!}p_ ? », t '!4F Z O Z . a w a
'( w
r V`` Y'x Yk ? - U Z W fn 2 ?J
#s a ;s #
41, W r• e? ,Z` J .. e WW Q U Q W p t w
?s i i w. • a y .., , t '" ui a w j v?
F- 0- 2 LL >1
a ,^` ;,?` • .?,'. O .6 W (n> W w z w
t _
°
I* Z C/5 U) W m
Q
+
+ r i
y ,
2 0 1 0 0 5 6 8
Vd A 7
Q? ?G
??-;auk
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification C Form
A. Applicant Information AL 11 ]a
1. Processing
1a. Type(s) of approval sought from the

Corps:
®Section 404 Permit E] Section 10 Permit

11
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Enclave Pond Project
2b. County: Mecklenburg
2c. Nearest municipality / town: Charlotte
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: Reunion Homeowners Association
3b. Deed Book and Page No. 25229-55
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Municipality
4b. Name: Isaac Hinson, PWS
4c. Business name
(if applicable): Charlotte-Mecklenburg Storm Water Services
4d. Street address: 600 East Fourth Street
4e. City, state, zip: Charlotte, NC 28202
4f. Telephone no.: 704.336.4495
4g. Fax no.: 704.336.6586
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: David Homans
5b. Business name
(if applicable): S&ME, Inc.
5c. Street address: 9751 Southern Pine Blvd.
5d. City, state, zip: Charlotte, NC 28273
5e. Telephone no.: 704.523.4726
5f. Fax no.: 704.525.3953
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 21912599
1 b. Site coordinates (in decimal degrees): Latitude: 35.0925 Longitude: - 80.9948
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: - 1.8 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Walker Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: Class C
2c. River basin: Catawba River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Enclave Pond, the general project area, is located centrally in tax parcel 21912599. The proposed work will involve re-
establishing the pond and the outflow channel adjacent to the dam. Land use in the vicinity is primarily residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Enclave Pond = 1.8; wetlands outside of the original Enclave Pond area: 0.2
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Tributary A (Perennial) = 100 linear feet (If), Tributary B (Perennial) = 100 If, Tributary C (Perennial) = 100 If
3d. Explain the purpose of the proposed project:
Based on information provided by the City, Enclave Pond was historically a rural farm pond that was breached in
December 2008 in order to allow development of adjacent lots and the installation of an adjacent sanitary sewer line. The
City proposes to reestablish the recently breached pond by reconstructing the breached dam and selectively grading
within the old pond footprint. Due to recent fill and development within the historical pond footprint, the City will only be
able to reestablish a portion of the pre-breach pond footprint. In addition, the City plans to upgrade an undersized
driveway culvert located downstream of the pond.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed work will involve replacement of the existing 42-inch diameter culvert under the gravel drive with 52 If of 9-
foot x 6-foot box culvert buried to one foot depth. In addition to the 10 If of new culverted impacts, 85 If of Tributary C
(combined total upstream and downstream of the culvert) will be re-graded and the banks will be stabilized. In order to
re-establish Enclave Pond in a manner that provides similar capacity to the pre-breach conditions and limits flooding
concerns, the pond banks will be re-graded and excavated to a bottom depth of 618 feet. A stamped concrete headwall !
weir will be installed in the location of the original pond breach in order to establish the proposed pond elevation at project
completion of 623 feet. In accordance with current pond safety and design standards, a proposed 15 foot wide safety
bench starting approximately 10 feet inland of the permanent pool elevation will be established to protect adjacent
properties. Work associated with Tributaries A and B will involve natural channel rock cross vane tributary tie-ins.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes ? No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ? No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
® Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Culvert extension Tributary C ® PER
? INT ® Corps
® DWQ 5 10

S2 ? P ® T stream re-grading
and bank
Tributary C
®PER
®Corps
5
85
stabilization ? INT ® DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 95
3i. Comments: 10 If of impacts will be due to new culverted impacts, and 85 If of impacts will be due to channel re-grading and
bank stabilization with rip-rap up-stream and downstream of the culvert.
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ? P ®T Enclave Pond De-watering Pond 0.44
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts 0.44
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
B1 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact I Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts are associated with bank stabilization and adjusting the channel invert in the vicinity of the culvert to accommodate
the newly buried culvert condition. Permanent impacts to Enclave Pond (0.44 acre) are unavoidable as re-establishing pre-
breach pond elevations would result in increased flooding risk for adjacent residences.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Work areas have been minimized to the extent practicable and have been limited to what is necessary to facilitate the
proposed work.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a . Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? N/A %
2b . Does this project require a Stormwater Management Plan? ? Yes ® No
2c . If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed project is a municipal
maintenance project.
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Charlotte
? Phase II
3b . Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached.
4. DWQ Stormwater Program Review
? Coastal counties

4a.
Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is not considered a "growth-inducing" project in that only repair activities are proposed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proposed project will not generate wastewater.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS will be copied on this PCN. The project area and vicinity are not located in a Designated Critical Habitat.
Review of Element Occurrences on the North Carolina Natural Heritage Program Geographic Information Systems (GIS)
Virtual Workroom identified two federally protected plant species within a two-mile radius of the project area, viz. the
Smooth coneflower and Schweinitz's sunflower. However, the project area does not contain suitable habitat for these
species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The SHPO will be copied on this PCN. Historic resources are not mapped within or directly adjacent to the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? _7 EJ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The proposed project will be constructed outside of the
100-year FEMA floodplain. http:Npolaris.mecklenburgcountync.gov
C
Isaac Hinson, PWS ? 7-15-2010
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
View of the wetland area within Enclave Pond from
View looking downstream along Tributary A where it
transitions into a linear wetland feature.
New sewer line crossing associated with recent
development at the northern end of Tributary B.
I View looking downstream along Tributary B, south of
4-1, A
U1c FV"IJ aica.
?
A
I`
^"?, Y?
?µ '
?
'
D
f ?
? ?

'4
'
"
-
? ?:?
r? •:. r :rte
'
?
?
?
.r?
? ?r }
Y?
\ ?.?
A

T ) .

6 View of the scour along Tributary C resulting from the
culvert under the gravel drive.
Taken by: DDH SITE PHOTOGRAPHS
Enclave Pond Rehabilitation
Checked by: MW Charlotte, North Carolina
Date Taken: 6.9.2010
Project No 1357-10-024 Photo Page 1
z view ioorcrng upstream along i noutary H.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 USACE Wetlands Determination Manual)
Project Site: Enclave Pond Date: 6/9/2010
Applicant/Owner: City of Charlotte County: Mecklenburg
Investigator: S&ME (D. David Homans) State: NC

Do normal circumstances exist on the site? Yes® No[-] Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes® No? Transect ID:
Is the area a potential problem area? Yes® No?
(if needed, explain on reverse) Plot ID: A
Lat:35.09382°N Lon: 80.99328°W
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I • Salix niera S/S OBL 9.
2. Carex lurida g BL 10.
3. Scirnus validus H OBL 11.
4. Tvnha latifolia H OBL 12.
5. Juneus effusus H FACW+ 13.
6. Taxodium disdchum T 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC: (except FAC-): 6 / 6 = 100
Remarks:Hydrophytic vegetation is dominant.
HYDROLOGY
? Recorded Data (Describe in Remarks)
? Stream, Lake or Tide Gauge
? Aerial Photograph
? Other
No Recorded Data Available Wetland Hydrology Indicators:
PRIMARY
® Inundated
® Saturated in Upper 12 Inches
® Water Marks
® Drift Lines
Field Observations: ® Sediment Deposits
f Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.) SECONDARY
? Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 0 (in.) [y? Water-Stained Leaves
? Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology is evident.
SOUS
Map Unit Name Water Drainage Class:
Series and Phase):
Field Observations El Li
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors (Munsell Moist) Texture. Concretions.
Inches Horizon (Munsell Moist) and Abundance / Contrast Rhizospheres, etc.
1-6 7.5YR 6/6 none silcla loam
6-9 7.5YR 4/3 none fine sand loam
9-12+ 7.5YR 4/2 7.5YR 5/6, many distinct fine sand loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
® Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Soil has areas of hydric indicators. Soil has been significantly disturbed by the recent
deposition of sediments asociated with adjacent construction.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes® No? Wetland Hydrology Present? Yes?X No?
Hydric Soils Present? Yes@ No? Is this Sampling Point Within a Wetland? Yes® No?
Remarks: Soil indicators were inconsistent due to the transitional nature of the pond draining and the recent input of upland
sediment due to adjacent construction.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 USACE Wetlands Determination Manual)
Project Site: Enclave Pond Date: 6/9/2010
Applicant/Owner: City of Charlotte County: Mecklenburg
Investigator: S&ME (D• David Homans) State: NC

Do normal circumstances exist on the site? Yes® No[-] Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? Yes? No El Transect ID:
Is the area a potential problem area? Yes[] No®
(if needed, explain on reverse) Plot ID: A
Lat:35.09217°N Lon: 80.993860W
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I • JuniQerus vireiniana T FACU- 9.
2• Pinus taeda T F 10.
3. Toxicodendron radicans H FAC H.
4. Carya Wabra T FACU 12.
5. Prunus serodna T FACU 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC: (except FAC-): 2 / 5 = 40
Remarks:Hydrophytic vegetation is not dominant.
HYDROLOGY
? Recorded Data (Describe in Remarks)
? Stream, Lake or Tide Gauge
? Aerial Photograph
? Other
No Recorded Data Available Wetland Hydrology Indicators:
PRIMARY
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift Lines
Field Observations: ? Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) SECONDARY
? Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: 12+ (in.) ? Water-Stained Leaves
E] Local Soil Survey Data
Depth to Saturated Soil: (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology is absent.
SOILS
Map Unit Name Pacolet sandy loam, 15 to 25 percent slopes Drainage Class: Well drained
Series and Phase):
Field Observations
Taxonomy (Subgroup): Typic Kanhapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors (Munsell Moist) Texture. Concretions.
Inches Horizon (Munsell Moist) and Abundance / Contrast Rhizospheres, etc.
0-10 0 7.5YR 4/4 none fine sand loam
10-12+ 0 7.5YR 4/4 none sand clay
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Soil is not hydric.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes? No®
Hydric Soils Present? Yes? No® Wetland Hydrology Present? Yes[:] No?X
Is this Sampling Point Within a Wetland? Yes? No®
Remarks:
USACOE Aid # DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Charlotte 2. Evaluator's name: S&ME (D. David Homans)
3. Date of Evaluation: 6/9/2010 4. Time of Evaluation:02:32:14pm
5. Name of stream: Tributary A 6. River basin: Lower Catawba
7. Approximate drainage area: 54 acres 8. Stream order: 1 °
9. Length of reach evaluated: 100 feet 10. County: Mecklenburg
11.Site coordinate(if known): prefer in decimal degrees 11. Subdivision name (if any):
Latitude (ex. - 34.872312) 35.09349°N Longitude (ex. - 77.55661) 80.99471°W
Method location determined ? GPS ?Topo Sheet ?Ortho (Aerial Photo/GIS) ? Other GIS Other
13. Location of reach under evaluation (note the nearby roads and landmarks and attach a map identifying stream's location):
See map.
14. Proposed channel work (if any)
15. Recent weather conditions: Clear
16. Site conditions at time of visit: Clear
17. Identify any special waterway classification known: Section 10 Tidal Waters Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation reach? NO If yes, estimate the water surface area:
19. Does the channel appear on a USGS quad map? NO 20. Does channel appear on USDA Soil Survey: No
80 % Residential 0 % Commercial 0 % Industrial 0 % Agricultural
21. Estimated watershed land use: 20 % Forested 0 % Cleared/Logged 0 % Other
22. Bankfull width: 5 23. Bankfull height (from bed to top of bank): 1
24. Channel slope down center of stream: Flat (0-2%) X Gentle (2-4%) Moderate (4-10%) Steep (>10%)
25. Channel sinuosity: X Straight Occasional bends Frequent meander Very sinuous Braided channel
Instruction for completion of worksheet (located on page 2):
Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the
same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under
review (e.g., the stream flows from the pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to
evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 33 Comments: Channel has been heavily impacted by recent sedimentation
and appears to have been straightened in the past.
Evaluators Signature. G P Date: 6/9/2010
This channel evaluation form is Intended to be used only as a guide to assist landowners and environmental professionals In gathering
the data required by the United States Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not Imply a particular mitigation ratio or requirement.
Form subject to change - version 06/03. To comment, please call 919-876-8441 x 26
1
STREAM QUALITY ASSESSMENT WORKSHEET
ECORE GION POIN T RANGE
SCORE
# CHARACTERISTICS
Coastal Piedmont Mountain
1 Presence of flow / persistent pools in stream 0-5 0-4 0-5 2
no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0-6 0-5 0-5 1
extensive alteration = 0; no alteration = max points)

3 Riparian zone
0-6
0-4
0-5
1
(no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1
extensive discharges = 0; no discharges = max points)
5 Groundwater discharge 0-3 0-4 0-4 3
no discharge = 0; springs, seeps, wetlands, etc. = max points)
U
* 6 Presence of adjacent floodplain 0-4 0-4 0-2 1
(no flood lain = 0; extensive flood lain = max points)
a Entrenchment / floodplain access 0-5 04 0-2 1
(deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands
j 0-6 0-4 0-2 2
acent wetlands = max points)
no wetlands = 0; large ad
9 Channel sinuosity 0-5 04 0-3 0
extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 04 0-4 1
extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0-4 0-5 1
fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0-5 04 0-5 2
>+ (deeply incised = 0; stable bed & banks = max points)

13 Presence of major bank failures 0-5 0-5 0-5 2
(severe erosion = 0; no erosion, stable banks = max points)
14 Root depth and density on banks 0-3 0-4 0-5 2
no visible roots = 0; dense roots throughout = max points)
F impact by agriculture, livestock, or timber production
0-5
0-4
0-5
2
15 substantial impact =0; no evidence = max points)
16 Presence of riffle-poolMpple-pool complexes 0-3 0-5 0-6 1
no riffles/ripples or pools = 0; well-developed = max points
E* 17 Habitat complexity 0-6 0-6 0-6 1
little or no habitat = 0; frequent, varied habitats = max points)
F
?-i
18 Canopy coverage over streambed
0-5
0-5
0-5
3
p? no shading vegetation = 0; continuous canopy = max points)
TQ, 19 Substrate embeddedness NA* 04 0-4 1
(deeply embedded = 0; loose structure = max
20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1
no evidence = 0; common, numerous types = max points)
21 Presence of amphibians 0-4 04 0-4 2
no evidence = 0; common, numerous types = max points)
G 22 Presence of fish 0-4 0-4 0-4 0
no evidence = 0; common, numerous types = max points)
O
23 Evidence of wildlife use
0-6
0-5
0-5
2
no evidence = 0; abundant evidence = max points)

Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 33
*These characteristics are not assessed in coastal streams
USACOE Aid # DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Charlotte 2. Evaluator's name: SBME (D. David Homans)
3. Date of Evaluation: 6/9/2010 4. Time of Evaluation: 03:57:11 pm
5. Name of stream: Tributary B 6. River basin: Lower Catawba
7. Approximate drainage area: 60 acres 8. Stream order: 1 °
9. Length of reach evaluated: 100 feet 10. County: Mecklenburg
11.Site coordinate(if known): prefer in decimal degrees 11. Subdivision name (if any):
Latitude (ex. - 34.872312) 35.09203°N Longitude (ex. - 77.55661) 80.99383°W
Method location determined ? GPS ? Topo Sheet ? Ortho (Aerial Photo/GIS) ? Other GIS Other
13. Location of reach under evaluation (note the nearby roads and landmarks and attach a map identifying stream's location):
See map.
14. Proposed channel work (if any)
15. Recent weather conditions: Clear
16. Site conditions at time of visit: Clear
17. Identify any special waterway classification known: Section 10 Tidal Waters Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation reach? NO If yes, estimate the water surface area:
19. Does the channel appear on a USGS quad map? NO 20. Does channel appear on USDA Soil Survey: No
70 % Residential 0 % Commercial 0 % Industrial 0 % Agricultural
21. Estimated watershed land use: 10 % Forested 20 % Cleared/Logged 0 % Other
22. Bankfull width: 4 23. Bankfull height (from bed to top of bank): 2
24. Channel slope down center of stream: Flat (0-2%) X Gentle (24%) Moderate (4-10%) Steep (>10%)
25. Channel sinuosity: Straight X Occasional bends Frequent meander Very sinuous Braided channe
Instruction for completion of worksheet (located on page 2):
Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the
same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under
review (e.g., the stream flows from the pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to
evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 4$ Comments: Channel has been impacted by recent sedimentation.
Evaluators Signature: Date: 6/9/2010
This channel evaluation form is Intended to be used only as a guide to assist landowners and environmental professionals In gathering
the data required by the United States Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form Is subject to USACE approval and does not imply a particular mitigation ratio or requirement.
Form subject to change - version 06/03. To comment, please call 919-876-8441 x 26
1
STREAM QUALITY ASSESSMENT WORKSHEET
ECORE GION POINT RANGE SCORE
# CHARACTERISTICS
Coastal Piedmont Mountain
1 Presence of flow / persistent pools in stream 0-5 04 0-5 3
no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0-6 0-5 0-5 1
extensive alteration = 0; no alteration = max points)

3 Riparian zone
0-6
0-4
0-5
2
no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0-5 04 0-4 2
extensive discharges = 0; no discharges = max points)
5 Groundwater discharge 0-3 0-4 0-4 3
no discharge = 0; springs, seeps, wetlands, etc. = max points)
6 Presence of adjacent floodplain 0-4 0-4 0-2 3
no flood lain = 0; extensive flood lain = max points)
x 7 Entrenchment / floodplain access 0-5 04 0-2 4
04 (deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands
j 0-6 04 0-2 3
acent wetlands = max points)
no wetlands = 0; laze ad
9 Channel sinuosity 0-5 04 0-3 3
extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 0-4 0-4 0
extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0-4 0-5 1
fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0-5 0-4 0-5 2
>, dee 1 incised = 0; stable bed & banks = max points)
E'
13 Presence of major bank failures
0-5
0-5
0-5
3
0.4 severe erosion = 0; no erosion, stable banks = max points)
go 14 Root depth and density on banks 0-3 0-4 0-5 2
E*
no visible roots = 0; dense roots throughout = max points)
rA
15 Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
2
substantial impact =0; no evidence = max points)
16 Presence of riffle-pooltripple-pool complexes 0-3 0-5 0-6 1
(no riffles/ripples or pools = 0; well-developed = max points)
F* 17 Habitat complexity 0-6 0-6 0-6 1
little or no habitat = 0; frequent, varied habitats = max points)
H
18 Canopy coverage over streambed
0-5
0-5
0-5
4
no shading vegetation = 0; continuous canopy = max points)
x
19 Substrate embeddedness
NA*
0-4
0-4
0
(deeply embedded = 0; loose structure = max
20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1
no evidence = 0; common, numerous types = max points)
21 Presence of amphibians 0-4 0-4 0-4 1
? no evidence = 0; common, numerous types = max points)
0 22 Presence of fish 0-4 0-4 0-4 0
04 no evidence = 0; common, numerous types = max points)
O

23 Evidence of wildlife use
0-6
0-5
0-5
1
no evidence = 0; abundant evidence = max points)

Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 43
*These characteristics are not assessed in coastal streams
USACOE Aid # DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: City of Charlotte 2. Evaluator's name: S&ME (D. David Homans)
3. Date of Evaluation: 6/9/2010 4. Time of Evaluation:05:00:56pm
5. Name of stream: Tributary C 6. River basin: Lower Catawba
7. Approximate drainage area: 140 acres 8. Stream order: 2-
9. Length of reach evaluated: 100 feet 10. County: Mecklenburg
11.Site coordinate(if known): prefer in decimal degrees 11. Subdivision name (if any):
Latitude (ex. - 34.872312) 35.09464°N Longitude (ex. - 77.55661) 80.99281°W
Method location determined ? GPS ?Topo Sheet ?Ortho (Aerial Photo/GIS) ? Other GIS Other
13. Location of reach under evaluation (note the nearby roads and landmarks and attach a map identifying stream's location):
See map.
14. Proposed channel work (if any)
15. Recent weather conditions: Clear
16. Site conditions at time of visit: Clear
17.Identify any special waterway classification known: Section 10 Tidal Waters Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation reach? NO If yes, estimate the water surface area:
19. Does the channel appear on a USGS quad map? YES 20. Does channel appear on USDA Soil Survey: Yes
80 % Residential 0 % Commercial 0 % Industrial 0 % Agricultural
21. Estimated watershed land use: 10 % Forested 10 % Cleared/Logged 0 % Other
22. Bankfull width: 10 23. Bankfull height (from bed to top of bank): 7
24. Channel slope down center of stream: Flat (0-2%) X Gentle (2-4%) Moderate (4-10%) Steep (>10%)
25. Channel sinuosity: X Straight Occasional bends Frequent meander Very sinuous Braided channe
Instruction for completion of worksheet (located on page 2):
Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the
same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under
review (e.g., the stream flows from the pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to
evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): 33 Comments: Channel is deeply incised.
Evaluators Signature: i? Date: 6/9/2010
This channel evaluation form Is Intended to be used only as a guide to assist landowners and environmental professionals in gathering
the data required by the United States Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not Imply a particular mitigation ratio or requirement.
Form subject to change - version 06/03. To comment, please call 919-876-8441 x 26
1
STREAM QUALITY ASSESSMENT WORKSHEET
ECORE GION POINT RANGE
SCORE
# CHARACTERISTICS
Coastal Piedmont Mountain
1 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3
no flow or saturation = 0; strong flow = max oints
2 Evidence of past human alteration 0-6 0-5 0-5 1
extensive alteration = 0; no alteration = max points)

3 Riparian zone
0-6
0-4
0-5
3
(no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0-5 04 0-4 2
extensive discharges = 0; no discharges = max points)
5 Groundwater discharge 0-3 04 04 3
no discharge = 0; springs, seeps, wetlands, etc. = max points)

6 Presence of adjacent floodplain
0-4
04
0-2
2
(no flood lain = 0; extensive flood lain = max points)
7 Entrenchment / floodplain access 0-5 0-4 0-2 0
a (deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands
j 0-6 04 0-2 0
acent wetlands = max points)
(no wetlands = 0; large ad
9 Channel sinuosity 0-5 0-4 0-3 1
extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 0-4 0-4 1
extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0-4 0-5 1
fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0-5 04 0-5 0
>0 (deeply incised = 0; stable bed & banks = max points)

13 Presence of major bank failures 0-5 0-5 0-5 0
(severe erosion = 0; no erosion, stable banks = max points)
14 Root depth and density on banks 0-3 0-4 0-5 2
no visible roots = 0; dense roots throughout = max points)
rA Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
2
15 substantial impact =0; no evidence = max points)
16 Presence of riffle-pooltripple-pool complexes 0-3 0-5 0-6 2
(no riffles/ripples or pools = 0; well-developed = max points)
FO 17 Habitat complexity 0-6 0-6 0-6 2
little or no habitat = 0; frequent, varied habitats = max points)
H
18 Canopy coverage over streambed
0-s
0-5
0-5
3
(no shading vegetation = 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0-4 0-4 2
(deeply embedded = 0; loose structure = max
20 Presence of stream invertebrates (see page 4) 04 0-5 0-5 1
no evidence = 0; common, numerous types = max points)
21 Presence of amphibians 0-4 04 04 1
no evidence = 0; common, numerous types = max points)
O 22 Presence of fish 0-4 0-4 0-4 Q
_ no evidence = 0; common, numerous types = max points)
O
pq 23 Evidence of wildlife use 0-6 0-5 0-5 1
no evidence = 0; abundant evidence = max points)

Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 33
*These characteristics are not assessed in coastal streams
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/9/2010 Project Enclave Pond Latitude: 35.09349°N
Evaluator: S&ME (D. David Homans) Site: Tributary A Longitude: 80.99471-W
Total Points 30
Stream is at least intermittent
if t 19 or perennial if t 30 County: Mecklenburg Other

e.g. Quad Name:
A. Geomorphology (Subtotal = 13.5) Absent Weak Moderate Strong
1 a. Continuous bed and bank 3
2. Sinuosity 0
3. In-channel structure: riffle-pool sequence
Soil texture or stream sub strate sorting 2
Active/relic oo p aln 2
Depositional bars or benches
Braided channel 0
Recent alluvial deposits 2
a. Natural levees 0
10. Head cuts
11. Grade con ro s 0
12. Natural valley or drainageway 1.5
13. econ or greater order on existing
USGS or NRCS map or other documented
evidence.
No = 0
a. man-mane oncnes are not raiea; see aiscussions in manual
B. Hvdroloav (Subtotal = 10.5 )
14. Groundwater flow/discharge 3
15. Water in channel and > 48 hours since rain or
Water in channel -- dry or growing season 3
16. Leaflitter 1
17. Sediment on plants or debris 1.5
18. Organic debris Ines Or pl eS raC Ines 0.5
19. y ric soils re oxlmorp is features) presen . Yes = 1.5
C. Bloloav (Subtotal = F )
20b. Fibrous roots in channel 2
21 b. Rooted plants in channel 3
22. Crayfish 0
23. Bivalves 0
24. Fish 0
25. Amphibians 0
26. Macrobenthos (note diversity and abundance) 0.5
27. Filamentous algae; periphyton 0
28. Iron bacteria/fun us o.e
29b. Wetland plants in streambed None = 0
v. I-- - unu <. .vwa V.I uia prcaence ur upranu plants. item za focuses on ine presence of aquatic or wetland plants
Notes: (use back side of this form for additional notes) Sketch:
-Channel has been heavily impacted by recent sedimentation
and appears to have been straightened in the past
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/9/2010 Project Enclave Pond Latitude: 35.09203°N
Evaluator: S&ME (D. David Homans) Site: Tributary B Longitude: 80.99383°W
Total Points 40 5
Stream is at least intermittent
if 2:19 or perennial if z 30 County: Mecklenburg Other

e.g. Quad Name.
A. Geomorphology (Subtotal = 23 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 3
2. Sinuosity 3
3. In-channel structure: riffle-pool sequence 2
Soil texture or stream substrate sorting 3
Active/relic oo pain 3
Depositional bars or benches 3
Braided channel 0
Recent alluvial deposits 3
a. Natural levees 0
10. Head cuts
11. Grade controls 0.5
12. Natural valley or drainageway 1.5
13. Second or greater order on existing
USGS or NRCS map or other documented
evidence.
No = 0
a. man-made ditches are not rated: see discussions in manual
B. Hvdrologv (Subtotal= 10.5 )
14. Groundwater flow/discharge 3
15. Water in channel and > 48 hours since rain or
Water in channel -- dry or growing season 3
16. Leaflitter 1.5
17. Sediment on plants or debris
18. Organic debris lines or piles (Wrack lines) 0.5
19. y ric soils re oximorp is ea ureS present'? Yes = 1.5
C. Bioloov (Subtotal = 7 )
20b. Fibrous roots in channel 3
21 b. Rooted lants in channel 3
22. Crayfish 0
23. Bivalves 0
24. Fish 0
25. Amphibians 0
26. Macrobenthos (note diversity and abundance) 0.5
27. Filamentous algae; periphyton 0
28. Iron bacteria/fun us 0.5
29b. Wetland plants in streambed None = 0
D. items zu ano 21 focus on the presence of upland plants. Item 29 focuses on the presence of aquatic or wetland plants
Notes: (use back side of this form for additional notes) Sketch:
Channel has been impacted by recent sedimentation.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 6/9/2010 Project Enclave Pond Latitude: 35.09464'N
Evaluator: S&ME (D. David Homans) Site: Tributary C Longitude: 80.99281°W
Total Points 41 5
Stream is at least intermittent
if t 19 or perennial if t 30 County: Mecklenburg Other

e.g. Quad Name:
A. Geomorphology (Subtotal = 20 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 3
2. Sinuosity 1
3. In-channel structure: riffle-pool sequence 2
4. Soil texture or stream substrate sorting 3
Active/relic oo p aln 2
epos) Iona bars or benches
Braided channel 0
ecent a uvla deposits 2
a. aura evees 0
10. Head cuts 0
11. Grade con ro s 1.5
12. Natural valley or drainageway 1.5
13. Second or greater or er on existing
USGS or NRCS map or other documented
evidence.
Yes = 3
a. Klan-mane ancnes are not ratea: see aiscussions in manual
B. Hvdroloov (Subtotal= 10 5
14. Groundwater flow/discharge 3
15. Water in channel and > 48 hours since rain or
Water in channel -- dry or growing season 3
16. Leaflitter 1.5
17. Sediment on plants or debris 1
18. rganlc a rls Ines or pI es rac Ines 0.5
19. y rlc soils re oxlmorp Ic ea ures present . Yes =1.5
C. Bloloav (Subtotal = 11 1
20b. Fibrous roots in channel 3
21 b. Rooted plants in channel 3
22. Crayfish 0.5
23. Bivalves 0
24. Fish 0
25. Amphibians 0.5
26. Macrobenthos (note diversity and abundance) 1
27. Filamentous algae; periphyton 3
28. Iron bacteria/fun us 0
29b. Wetland plants in streambed None = 0
norrra any ?. rUw, Ur, ure presence or uplana plants. Item Y`9 rocuses on the presence of aquatic or wetland plants
Notes: (use back side of this form for additional notes) Sketch:
Channel is deeply incised.
suvId %OL
too
z
z
0
H
z
w
O
U
L00-OKL9 'ONI PA-Id SID 133101d uoijujiliqugag puod 9ABIMI

' I

I
1

! I
I
1 1
i I I I °

I I I I

I

j71 U

' !I
III
? I
? 11
i l l ?
11111
?
I
I 1

3
a

E
° E
E
fi o c
-
c
- s
° ? rr
'
'
a

i d
C C
E
c
W W
m ? ? F E
O

= -
-
W m o a
_
!c!?
c, O G C ° - -
.`, ?? c
L

'
U -
C >
E t E
E .d _
d E
„ ?
°
4 c 5 3 9
A i `
`
v
f' 9 G
.E '-n ?
G ?
5 a - c _
,`v, _ ? y w W ? c ? ? •„ u " A
" ? °° •` C
C ° °

° s j .
•
° = L• 00 n o
e
i r
-,
E .7 C r`?° q

r o

m E E
r o m a
>> - fi E a °' .t r °' r
4 v` ?' e
l' D S T° °

'? a
A
w E
•O ` F
? C ? W y ?• :a
9 A 3 ° „ m °
N V ? ? N ? L
0 ° N
? N .O F ? „ c h ° vN F °' fa7 " U 00 ..7
I..? N '° N .O F
W ,Q U •O ? 9
? u ,O (? 9 Q
9 U
.
° 'O Q 9 U a
9 9 9 9
y
y w c o
-`
'H •_ - A
M w o n
e n E i E
C O S O _ c c_ c ° _

_
•_ .„, M N -

_ .c-, c d m

c r
'M H L H ?
m
- m m H e m „ e „ -
t; t
L, °a c a °a 6 0
- ._ ... ` ._ •_ K - - L
OD
_ T a o o
- O v •- •_ j u Q

°a I+ °a
-
°

a c o. o
W ? W CL o`. ti N F v, y W W W W W W W W W 4 W W W W W 4 W 4 W 4 W 4 W 4 W o`. W V 4 W 4 W a` Q F ?
4 H 4 4 4 4 G.
N
bO

L
w A

a ? u
a

CO
O
O
CV
w
F
.?I s

•N.d
U
? ° op o
w CC O
O Z O •-?
a w rn
LLJ
O C'
Z Q Q. y
w C Z
a
LL,
Z O 6?
C7 V ?" "?
LU 7?. ry„ o
O
U ?
0
W
U
W
y u

W

O °

z A 'O a s A=
9 Q
?v
O ? a A

° L
°
N zz O U y O O ?
m?., u u d

o .% ? n o 0
U V 4 W 4` a w t+l rn
N
F
w
S
.d
a
O
F
0

L^ W
E" 01

a
A
=
za w
wa

Z
a

U ?
w 0.
Q
z
0
?U
< I I t '? z
r I , \• \1 II 9
I I
I ???$? // I I 7 ? ! Q
?.t ` I i I e
/ I I I U
at_-=t:__ i I II I
aa to , I , Ii , \ , I
f?3 ?'. l I , I I I , I
n L ' ' / I
[ 1 ' t I ' II W
O yB•'=t•I I ,1 I 1
I
d O ? 1°°EI I ? ? I ', 11 r `
L U -? i ; I , I 1 Fv'i
N ? to 1 rl \\ ; `I ? I ?...
O , ? i , I I 1
v O a \i ?? , I i• i i 7
- ? _ - I I I I
lilt, G I al P tr i ' I i r ' 11 11
V r l
y > ax=?
•? V CC tQe / ' I 1 I \
on r
E I I
Y J y [?
,9 ?pS?f / ;/ i'I/ €490'•1 f \-\\•..r
? ?? I l I `? Yt°i „? I
p, r l r -- --TTY --
i
'+ ill - $??? • I I V 1 I , I y??
11+ 111\ I , I I `g??? I °`?t? PY
<\ ! E I
? r -
?\\t I
?' y? I I II^ III I
,/ I I i ii I t]I?3 II I I I
i??? i ?1o IIII
" ? ? /? I 11\ ?9 III I
/ VII
_?_ IIII
r i y I r`
II 11,
/ I ? 9 I OF
= - ? - J / ??t°? I e I I I II 11 11 I ?-! 1
`I i I 1 i_ II° ull I
1------- \` \ \-
--- ----------------------
-. --- rev Ta ` _ _ _
-----------------------------
_ I?\ ; • 1
ll, \ I I Zc
t a / C.
I II
1 I`
I 11 I 0.
I III
11 II' ,? rn . ?..
Ra? V 1
ttttttttttt- a
F
Q
A
0
c ? E CJ
w ?
E ? O O ? E
n U U U n
0
? e
a c; n
a 2 > U
e
ci
a
U
N
z
0
Q
U_
a G=
a
Fi
z
Q
0
0
N
V^
?W m
Z ? v
'? aom
w ac mrn°
0
' n V o 1
Z N rpO
F o .'
I M? O x
?
li
9991-0 :# a6.a ?.j 3111, '1'111 I'ddl
?j 1? ??7 ro£ed0-ez9->0L :.^a sas+e?9g o sL s S.-rivigQ QNV X
sa-szs V :)N auoyd S3.LON gvHaNaD
U a1140 xe 43V]310 ,1903aK1, lld
lO a9
L£L xO8 '0'd NUM *r 10
wonalnog au?d w 41^^S l-l£L6 Nov
IV aIMd 3nine3
,y,Du710(id
hAa)? 9u0,LjSWAW •omo IsuoO avOV Pood Y od ?onnw.aa-zzoso\ I`J
s Pa OOla 6Lnqua?gaawaUo?zag9 3,Yh NQNOd ?Ad ?N I IIIL
"oudla?n3a xe .v.va ON
Z
_ p
Q ?
a a
• 12 t- 01
6U Z o o '? a i
-NI
*{
4g Zr 1Z3J WW?< $ g V1 m _
j r V r 2? Z < ?7 } Z m0 4j < < ?yp? 4
4I- ?rj ; 111=$?S NY Il ?j r1?,Y yOj ¢ ?.H (((a<??? F ri1 F
08
Mz z F r F F ti, rn o d g g
a W° W
il: iil " ; zap
k='i i iii E i E •`E F
1111
y?: ei 1 i r' CID
togaaarc$dvib)blbc??F???3s3?s.`,i
r~
g?1 !Y b ? ? d $
IS Q it
N
Cc,
WIN! aglifiU4,61bli I
}iS?3ifi3i3 EHi?i: Q
° a
.:' ?iilEE3i°ii 13 ?is<vl 3 ?2 & S
!illiii.E(iii!i i
3:Eii: o$Q
z?&( Qtj 6 i-
:iE?i°i?i;e!°ii3iilii:iiiE O<
° ?r •m 8Z3 •131 i t erg ;,j i r? 3 i j i :?O Z
€1 0 5?b
jq? S ? r O 1 W O? ?pml !y#?ji Z
?. {4i0' yyp?1 S 1.FK? l? Z ° m? ? I z SW u W
]2
2 Y?7 ?p y? {yO2- Z O
v Z_??N a(7€(S ?? ~< O Fr F=? fU?? YB< ?gr = Ya V?
VUUIii ? ? g? s?PS? ?L>
Og.g
m 6 r, .0
TOPWm W, d, g Use 8 _I
.8 m
{5 W m O ? G7
n`om` NMI gp-$ ? 69 _ 26 <<???r
W YY < ?g1 9?j < q4? r< ?j W< zOr o m< JR ; Z. Ot
j a Hog a ff sa g s ?? ? =WR ?R a
6p 50 Y ° j W y
??99 < g Pis 11.3i °sgA ? 6z
r it Y Y
W _ a aW s sss ?1g ?<?8 H=g ge
g goy ?b 9>- m 2 g tig < ? ay ? ;R $
_ F` F F 3f AN <cF,g Z Z 1xEi i D-, Ip$6 ; T ? F $3 b8
On E o. ?y't? rc ?2y l-< i I INJ{4zm p' d?c?f ^n ??i ? (ley a{?" °§cy! ? °?ro fji<b ? <
m m ? ? yl ?i ?V' Cln?p ?i 2< I ,.,K 1 ? R r m jy$ < ,n Yl %?? H ?WzO
C) IV
L °88 ppt (ffih ? 16r Z 4h jdmmla py ?Z ?{rlu R Q?{$_ € €? 777 m 1 y?p?
z O WN> f/l 9 V N 3° n H° VII ZO? WU i "ry [)3 ?^ VI?tVpSm b
31 4F his ?nWZ? ?i b ?g+_11CC ?ri? zR $+vlO
-j A HE 8 R 53n I. 1. §01
P J36= wN 91
ust ??yj 8 y FggSS W W?2S d8 ffW imp ":3$ " y°?yJ Y ?u°?$ N$?;?aS`y?V$ 5??' 3$$ ?o€#
H ?s G oP ??IC? ??? ?1•ZS? ,. r? F ?i6?? 3?'n
W i-? yam F?
>-_ yy???S Mee
OQ ?l <? ?1<-'?fj ^ N F`- 0 m U x U A 4`° x
VsrS a WFb =W ?' F< # vlg?<m Gr N2SW m <?r r= W OR M
< iit 9xz?8 "SSp'? 7 =<a YmF eN J?8Qq h !h°? ?aZ
_ 3 ?' G6
r
Yg ff??0F 0?
N e oU?! g m x301 6 N
zz d O @ ?9 IWO b<'m?vz xv''???? L zr PP-6 w .=,?? s?
z &i OR ;I
g?Z p ?j+IgW c ? p Z ? iy M LLJ
Q ` Q "? $ 98 < v ZZ? 3WO _ ? $ ?_ ?; p DSO i b z ? w w 4 s 3? OS 5? Sp z mho o?
L7 W s W p zf z g 3rZ3 Q r &ma F<
OZ w
E W.
U ps. N b ?n$y ? 5` V) CO s U LLI ? D drib ?1Egi d o g N ?o ?°
LL,
?2 119 91i I ova rS? IF ?-? yg
Wm q? o. Ln
r Z0 N <?Z?g?N _ r?
d 1v > Y7 1 W 23 S$ Z ??a Zvi of Z? If 6?f0 _ fn ? 2
_ u ?5 5Z?8¢s w b gQRf 7?_
W b?K?4 _ a o ?+VYlp Q > LLI ?rYl? Q oc)
x .3 1Z 8 1 ?d Q ? z
F-- 9 ILL, 112, 6 3g 3I rr S " WIF Q WC i5 Q
89
i5w of
f9991-0 4 --!j .. 31va ABa9e0BddY MOM
LOTl?dH? 660 - 6ZS - bOL :xoj saslefa,? s
?,I
SbtO-6ZS-60L auo4d o ri '1ONINOD NOISOH3
16Z9Z ON al1-11-40 AS a3N331i] 10031IV.131Id X
? zcL xoe o d tir aaor QNd S3 LON L?3fOiid u
' p11n1l11g au,d u? 41^05 l 1f L6
H.IYd3, 11 OY] n
Jh LLO,GJ 5141.1, NVOLLS s6Mp IsuoO OrOV Puod 311d uo lnionaa-ZZ06o\ 1jaroud
a N??s-la 6?nqualB?aW aAopeU? 3,1 ON N0LLVJLY ? 11ffV J Z9
Naiidiu:n3a Ae 3t.va oN

W
F
O
z
a
O
a
F
z
O
U
F
z
w
A
W
ca
z
z
O
O
a
w
w
F
O
z
F
U
w
O
a
Al
E G1 ,W? -' r €P
°b? 96 6 zs
P 1,06
_ `l y
205 !l
A POP
15.
N; R
w UP
? FN € ~? W a?' ` t a?W Z y r ??P? a6
25
aX6, Eaj pq{rya or opF af s N?? 'q? OARW ap€2? aG a 1 o =$
`` UW F Z? N F q? GJ> OO¦ S? V t
mg gww, bo = 333 01 W? 0 L9y?8? < {r gF ??8P: OR L'xS y$p !Y WVI ?oS- Ei- I?
la! 0 ? 05; 110< 1 O @ V F LL <m ?9 , C
t;5 r ?{ °i a < ?&?s r? {yy ?dq ¢?s yrsy?? 7f f o s
ci b W bl GXO 2Z? _ ??}} bz= + ¢ p7j{a¢6 iy5 ?` LT ?O OW 9 pt lit yGS? ?Y C
W /l T ZF ?0i?` ?O # 2F Q?OWT? > ; HW~g V_O? 205& J ?? ya5 E1A1? ab°
25
yV?y 0= v1 cz .p
4?lJ' pz{e? V 6F? eg a G "? Q a v Ya, § {$
ONE I ~,> <FW VF ? ? ? Rl< ? IRA gP -6
1=i ? Ai ? I
Up fill ?•
eJ ri .i ri m r; d o d `? '? (n 8 8 5 4 t3 S B .a £
WpZ
g
a ?? Q g
1? (??(??""Z 1? ZW> yy}! o ??F
o ?2 ?WFZ m 00 = O ~ ?O
b;
flz
89 >r- 50 na
0 0
W == y? ?C{
mV aZ?? ¢W /Z1 21 . €~ plV ???j?
1E
F g€? ?K ?8 ?CO ???<
F ?6 O
0
{y_ 0:z
ER9
OS Y1 d W 0
AN`
M ff ? F aj;p p12 F?
691 lp
L -am cm
pi. 1E
LL §h 9 126X T c
IVN5
Cl. 0 25
aa? .? XF : ?sX ba ri? r xa?< ag X
_
999I-0 'W asuao.1
3, va
4,1 a:lno,trldr -
f690-6ZS >OG d 1 5397A18$
?? o- JZ t
?O lQ
n? >oL 011.440
s.f - X
V
VZOZ
I9ZBZ DN a1OIi
1
au, W
keaavrlu
oa ,I ,1 J
AHANfIS ONIISIXI

a ' 0 d
9ZfL 0B
0'd
P.ona1108 --!d -400S l-IfL6

010 N3180N5

Hr

-.y ko

yr

\'
I l"
H

dJY

II1 a\'
l Ill
' 'lldj.h B1LO.L]S"U.l,lJ?-
S310N 'A3a/aaV
iHr
spy
KNOLLS .
.
.
S6.0 l5uo0 ovov P11od a,od uo„n,0naa-ZZOBO\
??•71 O(ld
'
• :X
a30 ai
su. 6mqualY?alV-aAol?eq? n4?s „„a,l,. NOLLd.
IIgVH?2I
d
a N
Id Nou.nla:n.aa ad av IG MW QNOd aAdrIDN3 .1.7111;
} i
V AfiYY ;a; Lr 9i, 1 1 , I? 'fit n 1_ l?l b
I C3366d C` IE _?: ,A. g ' '1
s. ; I
W F- I XIO _ O , 111 G/ ?'_ •'1
e I ??eae? e1n ??•'; li ,,, /? ?? ? .0 II ,? ? i O 1 U
Y Y , ' / 11
.?9 ?a'R$@4 1 II Y I II 1
i
Ila
I
(71 I \ I
__ I I I I I
; Sy \\\ 1 ^ 1 Y I ,
I ? T11 ? ? 'I/ //? - _ III 1 11 I
I '1 1
I -i Cl? I ?' y\ I Y I I I 11
I ?I ? i g p? ,pY I ,(` 11 ,
I- _ - ?8
a
,
? I_ I .- P I
C{{p "'333 p e
' h 4? 1 1137 I i/ ?' " ./ I 1 I
I y: § 1 I 1 I ( ? 1 1
Y 3 ? FT I O1w19 r
I 3 IS i ? II, .\ / Q
I
I
1 "
/ I
C4,,. * ? ?. ? 1 I I 1 I a
I ;iae? g9v `? Ti I a I; ,ICI 1
I
I
I r
I { I?/ 7
,/ n II 1p
/^ ?, ?? •?:
r
T'i
y
I
r
I FS
i1--z' 41\? "a^e? RI I r 'I _ V i I I ? ? 9"?'
IA S ?4 4 g8 ? r? ? ? ? II ? I I y T ? ??£
la? °u \ -.. ..-- III, ,Il ?I :' / I /al e? y III a I x?I?I aae.
" "388. a
0
'?- __- _ _ _ -, - - - --- ----1
091
a.••?-.--?..?.I F ?a 3a101
e il:a ° n n
IIJ ?
, 41"
{I' J r e? t , p eA
' r
' o? 11
I ? ? it I
- -----------
'C
^?? y:o /? i, ?aBr 1I 1 3i, g uq,? I i?U, ?' II 111 ,.?low<
.1E..°w..,
- i.- a 77II /I y y@ I
JT88? I I _ + euR? igl i1r g.?i ig? IY?
/ I \ \ ?. I Fa $ IL II rrun
_ J !a I I ,F?a I r? I II ?
yI 7- lj?.J " Y \\ D,-
- ---- - ---- --
----------------------
1-7 , ---, ,- ---- -go- -
-?_ ----- :---
C vn rldP o? yr - =r T ==7 r * ' - y
,
?C)? I II ,W\ ^W/
yv -- -----------------------
----------------------------------------------------
1 1 \d
p 1 ? 11,1 1 ? \ ? a\
tl ? Y IIII 11 I ?.
I 1, /I„ I 11
"u? ? I III 1. ? ZI IL I I I
r
9S8t-7 .N asua??? _
f6o0-6LS-e0L :xod T__
SOf0-6ZS-90L auo4d AB OinGHJJV
°T.L,LOTHVM s Nvld ONIUVED X
`i
19ZBZ ON 'alloVO47 AOOlVJ7113 ,190lllVJilIJ Q?SOdO2Id
9 ZfL •aB O d 1M' ?v (LIS IU
p+onalnog au!d wa41no5 l-IfL6
H.I Y,I ill I OY:I vd
'lla)? BLLO.Lj SLU.,I.p+'
IOUs s6..0 IsuOO GVDV cuOd a+od uo!Inpe°d-ZZ0a0\ IDdll:4 (°O(1 c
L
• 6inqualA?aW aUol?eg9 31) Y NOLLVLI'IIgVHa2I
NOIJd INOS"i0 AB 71.Y0 ON ONB(X
I.1'JII
e PJ a d SNBId ?wao QNOd 3AV IDN9
I i I , I ?I I I I I 1 1 I -? I "?' /!/ I I I I
F,ry"? r--j ;? I l i l l &? I I II . I II y A ?- ' I ? Q
° °' ¢ s9. I d4 I I I 1 m? I I I .el I I I ;/: a s "/°e'. n?° - / ?I ? I ' / Z
\
- - t _ os \? , r /it °I , s'? \ , ?'V A `, III 1 1 ? ?11 I? \? 1
N' r
a
cc)
----__ T/ s '\ s`i , / ?y$ r I l roezj I II 1 I I II
? A ??R I? I I I I /3 I ??`'S ??? I ' I %? ?u I yI II I? ? o
A?YiB??°
g
4,8
/5 I
I I ? I I I 0 0
\ ??•_r--_ _ _-?g x :R' ... 55-" o , I ,.../' / n I' I I I ? ? I I I' `W
I \
I I 1 I I I I ? I i ?
_ E I I 1 1 \ 1\ III
_ bM1? `''O O ` 1 1 1 1\ I I i
w I I I° ?/ ? i ?/ 1 1 1 1 Ii 111
7 m ? I I III ? ",? - ' l l 1 `I 1 \ 1? ? V I I I
.. S?: om?U'<---II 11 r? I / lr,.\ I - - ,? " / r ,FO I 1 ? 1 I 1 ? / I? I III I
I nmN ? rl lI \ l I i i l? , I I I
_rc'?m yg (I/II r?IPi?I/ll / _ -I/l ? '" I 1 ??I 'II ?I?
i3 8 / r Ill I(°I?
???
?A ! I I __ ? ? 1 I I I I I,.
!^ I I $? I 1 1 1
< I g s, r , I I ?1 << g I I I I 1
G
A
?f Qiegar ^ _O N_-9t9 Iry 1 1 II II II IIII
R
I a ? ? ° ? II I ' I I ' ' ' 1 / r ? r ? - , - 1 ' , ? , 2 , R m ? ? m ? ? I I 1 II 1 I , ? I I I 1 ? I I
LY 11
I I
TiSm?o ? ?' I I lu I YWZ 1 1 I { -? ??? _ < d? I, I I I II I II I I I I II II I
n?ae° Ili j '?? I ? I I?\ "?'?-.- I I ? Y4 ? - - ? ?a `? 18 I I 1 II 1 II I III III I
w
II II IA
III I I I I ?^ \ m I I Y ?!, I 1 I 1 I I
. _ < :? III 11? ? ?y V I ? ? ?V 1 I rpll III III ?:
?_ \ I I I I I I I \ I S I I I "b \ i ' I ? I -F` 11 1 I I I
- i- i ? \IIi I I ? 1 n I I, r I /' I ? ,? I ? I ? l i l V I I I '
ag 1 1 IsJ'? \/ \m °I O \
J /
-ear 'm ? yv 1 1' ?` ? i I `v `I I
I V/
? a I\ ?? / f b ki I I? i
a 1
W
°
©OI
r \ `Ilil?ll 7? ?rl ? I i/, r ? d? \ r8 W? I ? t°,?a? ?1 /
? n 4 III I I I I ;, l- w$ $ 'O 4:s I I I' ,' 4
_ ---? - 1 ?'I II I?I II I I I l I I d? ?' ,?„o ?'&J' I I I I I II? , 13
?_ >A?---? ?I III I ?,l I I ?/ Nm° X? o ?'n I I ' I III I
qe -_--,--? o ''/ /?I I I I I I !? / I I 3$ ? ?? I II I f? I I I , I A
p a - I I I/ I I I I\ ? ?/ I I .<71 I 1 1 '
r ,
7 1111/ II, , ?( I I'I / __- ?? 1 I 1 \
r01 vI v Iv
"¢°::a6? -T r/" l l l Imo/ ? -C 60 1 \
..m I I A I I I A ,
?lit O
Wa - /W I
$ s T_ 1 1 oe b \305
e
<
r2
0
628-'..629- -
I ,, i /// I m 1 0 0 8]O -628 "
-__ - _. a: ?? I l rl l'/ / Q ¢< 3 -T- 3 o oc ?zr<--tee' 3 ?o ,o
? §E 111111 ? III __ _ _. _ / I
u '? " I I I I I I I I ,' - ?--
<
?"ems me bI IIIII?II II IeI '^ ? 7 / _ _.-..
?o°°W W /WO IIII I? II $ - -
I I I / ? = 1 /? I' ? I ° ?
$i° asGni IIII?I III I,I rl , m?r$ r / , °I , I / w I ? <
- 8$ Sou S$ o II _.11? \ I ° ?v'0 \ / >x/ II <a?l aim=° ?? <?
???? $?o ?$?? / "III •I ? 'r Iji I wgam ``>?I ~?o°m I
ol I 55?
a v^
Ce?
?Lo 5? ss / gel
? a I I
?`WZ I
5 ors-----,?
,zr??L - _3'?L?"?a?AVM_d?-.LH:11 ?I'IflHd?.OS) 9c° -
Y \\ ?a aY /i ss ?NV1 I 3HL02$fl ?:^
\ , ? 5 ss
G 3/ ss ss ss ss
?? M y
?l
y,5 ` z a
d '&
I ?_ I °. ° ! s1 I! n I I ? ? I
9691-? :N J9ui0i? _ 311. IN 03A0114JY
'?i?i f690-6Z5 90C x01 `°-?" S33lA/;3S __J\ O7=7c
S9f0- 6Z5-90L' o7I,1 ?iOd Td (IN V Tt7 F7?f N d 7 V
?O 1QVn? . ?? 190,N)31 L] In a,NV:I'INJ • ?77 1 A
l9Z9Z ON , I aOIJ04u04d 10
9ZfL *09 '0 d NUM
lH' pdDY i ?,7 p Old d
amd wa41"S ,-IC16 NIY.13,11 my .LDA Odd
•") EL 'lLa]C
BiLOA]SUAAy cif .: 1 .? ^ s6.0 Isu00 0tl0tl Plod 4"d 11!11I0"lM-ZZO9O\ NOI.?v 1,I'IIHVH'JH b
6?nquagoaW1•aUulie49 3,1' UN NOI
:9 ?.7!?
• P33 NOI3.d IN'rii0 Ad '7J.V0 ON lL? GNIOd ?A Y'7 13N3
0 L) o o u)
r N N ? 0
LO O (0 tD LD ID
O In
O O
LID In

i
8 I
L3dVdVd ALIM X735 ON3
03tl IM t:Z %,6 'dONd 99'CLII NM 'AN'
I
j I ?
?1
7
I1

y,
?xl ] AW

n
'
N FBI
?'am ?
l PO \ '?° T 1
SIB ? / \ II
I
o ? I ?
r I
I `/ W

13dYtlYd NLW. N U03S 0143 g `-I II Vl Z
0311 IN L l 9%,6 'dOtld eepm? s• SC'Z 19-1r10 'ANI
-1 - I six
T ^ 3B - ? W
r ?

I

j

I L I
I (
O

0J
Ln
Lo
O

O

O
ID
O
O
0

O
O
LD
0
Lf)
0
iD
?t
4.w I
v?
\iw
I
I
I
Y
is
1
j
I M au?W
I I Y
;?
?d n
It
r
I $? Ij' <?SP I
I L <__ -

L c ow ? A
I. W M
""
1
?
? I,
' f
rr $ B r
l
W
II

I
li
I
I,i
j

I
?
$ l

li

"YY I

? r ?°I
M
R'

I

o n O v] o
V r''l O Ll
1) n
N N ? O
0 LO o t0 0 LD l0 ID
0
? O
+
O
+
O
O
O
O
0
L7
O
I
Ln
0
o O
N
Ic
O ?
" W
II
h
W lu
? V
h
O Z O U
N
0
x
O y
N
I I
a I
I
I
I
I F
- -. ,... I
I
I
I
I W
I --- II :I illl I ? $?e'

'

I
i
°W
__ I I III IIII --?
- ?- l I ?ma"
"
r l l l ? ml
.I•?
\
?.. .
h?..\ II I: III
\i
??
_ " _ . II I ?I
? I •' ? ?\ EBB
?

-
- " yll I I I A. s
3 Y I l i l I I
? ?].
A
I I ` „ ?? ,III I v

Y , ? I
j?d
,J I 11
;
r J U
I 1 I I?W? I\ I I ?
? I I
I,
I

, SSE
s
ss
-ss ss ss ?
u ,
Q U' I r I $m ss
?-l
r8; I ? II - I ss.1
aW
SE

I
I r I
I o:
? l l =
,
i

1 =
°o
N
a
I
0
0
0
t
O
+
O
0
O
+
O
0
O O
O
t0
$ z J L.. I >I I 1 I o
? I I ryp? °
y
? II I I ? I " ? "? ?p_ -
I ;I
V-
F -' -I -
r of
o e
r
- _- I_..rl -F 11?' II a?Nn°?neC I
___ -_ I I I I ,7 I i "mu 3 I
r I I? - - _-
1 I , I I° Lam- - I -_ T
J I
? l? I ry mr SS- k
r- i CELEBRATION ROAD
i I? v V Q 0' PUBLIC RIGHT-OF-WAY)
i I I - _
999t-0 # asua?,l - _ ,n 3.Lrcl 19 CAAW14d" I Hd?1{. I
•.7LLsLO l(l rl7? f6b0-6ZS-90L xod _
n4d S O ?SdH - Y' d X
r ...?? 589lAIn _ 4 r7 `i T. NTOD N T [? ?i r?
19Z9Z :)N ?N a1loV OyO ??? - {901N],IU 1901NVd"?IIIJ
Sb£0-6ZS 10QOISOH9
9Z£L znB 0'd
yr Od1Y dU
VAi
'? pionainog avid wa41no5 l IfC6
(? H.I YA 7,1.1 (11'1
'7'zL 'llr7>)? RtOA]SULA',' -6.x0 7-70 OYOY 9uod ,Pod uo!1 --8-ZZ090\ -I-??I`02Id jD3
Ad _P._1 MO ,j scald 6inqu?p?aVOLLS W-apuPe49 3„ n ON III>f NOI.LV LI I?I..gZdHTd
NOI.LAItl:ri.{0 A9 iJ.VO ON .OC•,l 110E0 (INIOd'JA V'IDNH 1.1'11ii
i W I I 1 s, ( z I
? ?'-I I I I I I f I I I II 1 1 11 I I I i - / / I I II
Fa,> tl I I I I I I? 1 I l i I I Z
„o,Fd'y,a €;: I ?' 1 I I / 1 I I II II 1 ?a- I d l / " /i..ca ew -11
o- L / I I r x- ???ttt ?
/
v
t
Y3 ? ----J i r I \ ? ? ? \ \ \ 1 \ I I Q?
b =_O cn-¢ov c y a
F _ ??Q?Q I y i ov
c ?? aigC. e6 ?sirr 1 O? i((? Pf7 ??/ ?? +I
Q
S '"Nam ¢9 I /? - I /? I / 1
li
8
L - 3 --J
U b ?? 3v°ffi/ / t y I
------------
Z
$
CS= E IW.I / I / 1 I a I.
W 1xq{ Ise ------_
Ld_ b o ???? Eg 1 ?i?/ - o: i/ I? - v..I \1111 11\ V © ?' II
? ? ?? ?¦ ?? ? ? ? d "om ??? _?? I'i /IIII,/ ?; ? I ---- - _. _.__ / F ^ ;., 11? 1 1 ', /..'W . III.
C - N 4 < d d ,.
ly __ _. Il ? I I'? l II
?W??? d. II II l K
??? I °o / II I I 1 1 / I //P -- - i r I . 11 I 1 ? I'
II I ?I I III I ?v l\ V i dr
_o-???
12 i 1111/ 1 1I/I I v ?,? -- ?o- _ _ / I 11
r3? \ / T-
? ? ? < ? 1 ` / ; N LU l l l l l °' II \ I I ? , '4 I I
I a ? ro' I I 1 \ I I I I I I
? yl ,?d ? I ? / / / I III v ? !? 1 I I III I
? am,u
I \
"l /?, / ?E 1 I I I I
? ?? YI?? rv¢ n a° I I I F71 III I ' 1 / ? / I: I I I I
I
pp ry "
?y? ? 18 ? ?n ??yl i°n:' ! I I H/ ? ?' r I i/ ' e 11 I 1 ? III I II I
?? 883 3 - - ' \ \ S / I; I 1
b{ dl I I
F6 yp
?
2 d d _e\I N? FBI I I i q ICI / I ?
a el ? \ I / / r I I/ ? \ 1 I p„?x I
S? 4 i nim? I ?I " 1N I I , \ o,l \
s 3 u i < ,m?a ,p '.\\1' I I I ? ^ \ I II ' r'°1 I I
/
6 ? ? I I' 11 ??? V 1 I .o A I I I I I I.
?y ,. I I sny.eo I
r \ .I '. 1311 h ?nl I 1 ? l \ I ? :'I I1 / /.
Z NF A i? d d d? 2 I- \ IIiI; I I''l''I I I / / ?? / \ I 1' I I I
s ,
I
I EI A I,?II. II I I I / ? A I I I?/ 3
/ y; I I I I I I I l i / \\ I I 't I I I \
-_?_ _ oX /. r l I I I I I ! I I I I I o I I
/xr
E / I I I I / I I it 1
"? r I r l ? ?1-I I,I 1 I I ? I I I I I ,?
gi?uy I S' / I I1 ? I i '/ ? I ?i \I I 1 \\
0a I J/„/ ' I I / v 1 w°- 1
y I I ?
^?h ¢rc°, ? T? l 1 1 M, l II I I 1 / / I I' i IIo, 'I \
I ..E6 I E°, I I I ?,/ l I?' l ' / l I I ' 31 I I A v
I
Ti L e e
/
0.0.U
/ B29 6A9
/ I //? / ?oryq¢ tiN
p n / lvl / l - / = .? / As i M "9-
I x / / '/ / il" ry?mam°m OZH X O / I. 9z4 ez9 ..
w/ / W
III - '- I II / / E n L
L" DWZ(=O J 1 \ ,,,I ` :.o:
I-
ql I / OUWQWIIII 1 III '" I WOO'2 /? -_ - _- - - .I
II I_. ,n ?WQ?Q a
r ?/ I OF?R V1HQ u ?S ?O
? m I I I I g _. _ _-
pl? -?n.? ?WV III 3 aac?i?y?
IIII 1 nm as J_ryU jll I I III. I ' DO: v, {Z n? // r r ._
I 1 V?
_ `7 I Q?0 h U
om? r a }
x ?/ 71111 p ; ? ti W 2 // .I I/ ? J
?1 c
m xx gg
\\1 III I I' QUO ?? ?? DO / x, g.. -____ n- ?•?>
II;I I hW?0.aZ ?., ti I 1 r ?: n? ..mue?
'I I II'I. ba z I
\VA'm- I'll?l? vI 3? jl dgl l?W(n _j (A `?-'`z-"'?' _`om?o
Q. ?s Vp\.. ?? I r.ll ?c?.z... 3vwi W/' P,r, IIII L?? IfnQQ:I
55 n
LLJ
W \ i I N
\` f _ 1 a
rJ \ \\ ;?\/ \ Sze.. / ' I I I J I
z F=
VA'V' ?s° vvv? aoY? /j 111V1. I?? _ a
w
\l1\\ Sr ??\\\. .r ?'f?'ly?_a 3 - t{??J?f. x??` ^L? -- ? ? ~ w ? a
PE A
\\\ e: \\ ?r,? -- _ 30-LHJI21 011H1¢',OS - --- -
1I213HLOA31 o? o
F ssss ss N
In w
n
I
\ '-
w
"- a 1- Z
LJ
x%rq-asp 2
9SBL-7 'N asuaoi? Ulu Au a-moeddv
-7.?,LO]M f640-6Z9 bOL of
1 `HHD _ ?asrnJag oL V
? SbfO-6ZS-bOL auo4d c II1SdHd - Nt?ld
x
LVZBZ ON allot,-4D A003N,13101003ll V.latll
9ZU _8 B 0 d NUM OV T ?l NO?I \TOI['?O\TH !7 1L1
rT 1 QQ ? 1?L J d
Pwonalnog au!d una41no5 l AW
NVOLIS N.I.Y.I 3311 (I\' )
.7 tL `tLa)? B1.LO,l]SU.I' .6x.0 I.u.O (ItlOV P-d J,.d u0llnl0^ay-ZZ080\ JD3f0Hd
• : g pa-z- x aITd suuid 6/nqualk?aWaUoPe4? 3„ n ON N,)!. I?iOLLd.'IIg' HJ-d ZD3
NOIJ.AIWSM A8 31.V0 ON ,OZ-.L ,ww (INOd 3A17 y IDN9 -I.l1"1
_ _`,ryeY EA I Eq I I' , 1 I a JI() y +w _ al 11?
°? a wl¢ws a?,?. ?1
N - - _ - - - 1- 5 4 1 ' ySl 111
Z sn _ _? -¢ U"O U 55 a 3a 1 I,I I I
Wf I l ;° 1 11 I I 1
Z' oc
U M'
w d ?ZW? = a ? orr I I I I I I I S Ps, ' p 1 1'
ko 1 / // ? / I II I ^ I I
F ? fS /
I
r L l '1 1 1 1 P I
Ll ? N ti s d d ? d ----__ ? E ? 0vv ? ? ?_ / ? / 11 111 ?'? II I 11 I ?;II
?.I III,I / /A ?. ?, 'Jl___ / l / 11 1' 1 ?, 1 7o I IIII
E6; ? ?--? ' 1111 I ??;I? ? I f _ // • / / / w?l \I 1 11 1 1 / / r ?^l' III I
yl "Eg` -Z'-Rc 1 lit
Ii I, P/ l U _ / I /, m I 1 1 1 / 11
? 3W ? ? ? ap' m 1 /1/III,? / / lrw, I 1 1 I 1 /. I III
q ? ? ? ?°o /I ''11111 I / ° Il' I I ? 11 1 1 '. 1 I IIII
S --_ ? I' //I l r II?III l l? l l __ ___ l\ _-_ _ ?11 I I ? I I I- 1 Idl'I
YI `off --? r IIII lll? Ir l I Fl / I 1 I I I I I I III
- np 11 I i, 1 1 1 l? ,,?, , - I I I I I I I I I
I I- 1
n 3? < 3 ? ?I.„ I ? B. I/N /,I I I I? .. o, I . '< 2?v _ _ _ gal 1 I I
Lu C ? _ „1 ' I I
- ? ? $ ? ? bl ?? ??? -??C? I ?'?' ,' i I?? ? / ? ? ?I 11 I / •I' ? ? Is?,? II , 11 ? I ,
y? ? aim°al ',II`? II'?I 1 I ??r g1
11' n' n I1 I r ' ?.: 1 1 II I'
??o°p I ?I I I I I I I ?, I I I I I 1 ?•? \ I 1 I A' 1 1 IIII, I I i
[[nn ? ? ill
W S ? ry i - IIII??I?, 1 I I I L ?W ? 1 ? 1 1 1 I II. '.II
p m?d d _ a .L ?? I 11
?Qf 6 s Q ?---- - s ?', I 1 II / I & I I? :I I I 11
Q Y? >tt § I - r- 1+ I-/, l l I
w I , '^ 1 I I I p I I / 1' v I'
ild ----- r , T ty e
i n??? 1 ` 111\1 ?IPo, / 3' ? I /- I I' I I / ?, \ 1 I I I.?I L.°? I I I
?Qaj , p ?a?qq 111 yx? I I I I \ 1 I I log I I
O? ? ??? AhaM1'? 1 1'11111 ????3 I I I / /?/ / ?, V A 1 I I I I I I I I
$$% ? ? ? ? ? ? ??. "dab `? 1'111 vw v 1 v I X - / `? ? I I I I I 'I I I
="66 i ? ?v 111 I?111? `? I I? ? / /' w `V I I 1 ..,;..ol I I I I I I
i In 1 r I "I ??I I I
zy f . r A ,I Iy1 h? I / ??/ / / ,? - .n A k3 1 I ! /
.: v1 N
z A ./ d
? 11 1 1 1 i i t I I I I 1 1 l \ \ l e II I I. I
e= I o41 ' 11 IIII I I I - - II I I / l l l 1 1 ? 1 I I ?, /
I `
I I I I / / I m I I I I I I IIII I
_?? v ,/, - I I I I I I I// I I I? I I I I ..d I I 1 1 A
? L7 Y?1 I I I I I? ° ?I I 1
II I I /
I ------?-?-? ?r1111?111'Ili=11,1 /..°
Il I ll
? I IIII 1/ ?
1 \
°??W I SlI?,?I I 1 I III ? ? -- _ I \
?oh?m a„ ? ar I / I ? III I I ? ? I 1 'w.° 1
17.
--- ---- v
/
r?- R•/,
?W / o I E
T p' 1/ E E E E ?/
3 3
111 - -- -- _ _ _ - - -?-- -1 I / /, I soE 1 1 4 ,. I . v..d e
I I
-I-
?'II,I'_ LL _/
J Ill
1 ??•m o??¢ IIIIIIIi Il Iii i $o l.. - ?_ _..
4 11 __ "§- ?i° to UQOU pIIII III I I 3? II •? j
\ I
\\\s N 1 III 1 1 I p Q ag - ?' ?°
vJ?? ? O I. 1? I 1>,. ? c? -?I?Itn?vl - ;@OI ?g?'m "m
\ U'
?\\ § L1 ?? I 1 \ µ H !\ s ?// 01 ?rQ? i I ?eih I rya
'F n1 ¢ UOU as I s°
?jNW I
/
\\\ ?? \\\ SE S / St / I .n i
?-
O? _ /?/ / I I II mae
\ ti ?? v
\\\eM\`\ -30-.LHDI2S 01'Iflfl?/.OS)
AaZtaHlo?R
ss ss ss
h
,a.x ?fI
II
I Z
W N 8
0
w
b
J W ? 7 ? S
tY ?
a
Z
O
ss (n
0
L
w
w
?- W
Z
LL)
0
9991-0 :# asua olj 31VU AU MOUddY
f6o0-629-bOL. xo! ..??
SuatAlag
6ZS-b0L 0 c
auo4d
SbfO- NvId x
lbZBZ ON a11a1A 040 AU0 4.JIHD 1.0
.IU O?UVdiUd (1.LN0D NOISO Cl .7 10
pvo..alnoB au. aZfo x0e O'd w
OdIY d uA 41n 5
hLa Buo LasIUAW u c? H1r,13 ll(r'
)!5 ??77 ff??O?Id
'7 <L
CI
KVOJS $6.0 IsuoO OVOV Puod Mood uollnlonay-ZZOBO\ .1.3.71 r?3
9 Po1u old suuld 6?nqua??aaW-auclt14? nl r uN xln. NOI.LV.LI'IIHVHAN L
N()11d1UJS:10 Atl UVO ON .? 1 Iww (INTO d U A VrTDN3 I1111.N
CJC
/ -t - ?.ldM-dO-.LH?12i ?I1kil1¢ as
\ s/-ss ss 701 A12{3HLObIfl
H / ,/ ..9 ,' e a? e?/ ??;\ I I I I?Q ? .- I $^ ° I ICI II
?' ti? / ?. ?! v ,. I I I la; I I $nrm I I I III
\ I g6s m I I
'ri _ // ?// '?" ,/ ? //s ? _ ? Il I I P 11111111 1 ?\ I ?36 ? h?timW I I il_ Gl
- W \ , / V I I? / I / 1 1 1 11? 1 ?v 4 mO°o II'- O
W / / / I 1 1 1 I I 11'. z
-- ,I I I w
N?
nU. •m i ?? - ???? 3 ?? I ?\IIII ? ' I I ' ?I ?: I e IlQao Ia II I I ,I U;_m- 'a.O ?-'?? ?/?? ? /? /?/ e?? ? ? I I I I ' ? v I I $?? Is ""ao I I I?1,1
\_ LG a°%a? ?I \ ra M1emm? i?aW.
H _ _
111 A a x pi's Wr '? I: y? Y?
E-> E -?E.
Io
I \ \
I I b py / '''? -.. %.IIII ?1 9 I \ \ I I i?P I I'
a" N 13 ?I
i... I
_ _ _
I
_- ?? _ - 1 1 I I I I
W
' \ 1
y
??vl
o _ / I
-1 L
I I I
I o
1 1 I / I !!IIII ? / _...a. - m _
? ll l A 1 /
/I I

VIII IIiI,P
I Il
(IIII Ihil)
tl ?
C p
Z <
W
X m
J
J bl ? i In S
0 god
z IL K
ob
U
Z
0
W
QJ H
w
Z
I I
R I I
?? I I
a
I
0
0
1
F
S
a
:J I I
m II I I
i II II I ?, I
II'I I I\
N III I I ? ,
.III I rl
t'I Ill;
?I I I'
I II
I I qI /
=T
\ I
I
I
\ I I \ 1 1 1 1 1 1 1 / ' /?L
a 1 1 1 1 1 1 1/\
\ 1 1 I I I I III I OUIQ I y
vl
- 1\\ 1 1 1 1 111
V I I ? I I I I I ! I I I I I 1" ? /?? -
! I ll! I I I I W
W W(n`j(n 1 1 1 1 1 II
O (-) uj f I 1 1! 1 1 1 1 1 1 I I U)
?QZUhU
F- 0] ¢ ti ?¢ I I I I V I I I l IOU /
U
Z
O
U
<Y
< 0
WO? ?? ? LL W
LLLQQQ555 ? ? c?33j 3 ? ?
<?
ym0 ? Sd ?<
" d CO
Yrc 9<
Z1y< A G
?1 m m<
21
2, Z ?1 r ri
I L I
I I
9581-0 :b a uaoil 31Va A11
£6 oJnotl.aly ?i !7
?O^??? b0-6Z5 t s 'o! SJalkfay' Ol CZ S S'HV,L3a
V
1 Sb£0-6ZS-90L auoyd TOvT iT.Ll?lOD I? l?lolsolda A
19Z8Z ON 'allolio40 Au Ol4.J'IHJ AO OiaVdINJ '1 (1 J 1J c1.7
plonalnog avid waylnoS•,B I 0 6 ' Od Y I(1
' h H.I Y,I I I I .1 (Iv, iDal !7r000
'7'LL 'lL a?J Bil.O.LJS`Ud.l?' s6.0 Isuo7 OtlOV puod ?iod uoilnlonaa-ZZO80\ J.
8 P lu J1d sunld 6mqua?gaa{y-aAalLa4? ,,,:,, UNIa,,. N0l LV,LI'll9VHJW
NoU.AIN'n':10 AU IJ,VO 'ON ,pS?,l lWBO UNO f J A V'll 1 H I.l"111;
o ?a
?Y
Ell
e '41 8 Y o o w o
?e Q a g z
4? tl .? J OW a a a z to
>r >F bra ? w ?
aaiJlue?iz
$ae Y kYy? Q o N J a w u O
'NiW .of r? ?GYF V) a z m w O U
i bde Z z Z v o>
_ rv ? I C] U ? NU Q N
rv W ? O ? x
T W
IILLml-1 w vl m w 4 ? Qi
O W
-1Lm? U °z S$ m w j o Z
-?1T? W O o p° _ Q p w 3 F-
p> 3¢ Q W o U
ID F- ° S m a
? ?gz a H IBID1 >
: a w Q m O W
_Ri-R a IY U F ?i C.)
-lLLmi11m1L? 2 m W O a N
LLl N S mmw z W
__ID?l d G a m J z W ?
D G 2 ?- WO Q Q o0 Q HW E-<
ID? aD z z
?? zo m Z CQ
z I,
-m? Y§° Y 8 W f- N m m m z m [n I-7
-jj} Y $ r r U wzwo eIs
L $ h g F d G W
w W ~wJ1 J? m
8N 10 m
4e, G QD < N n a N F-
?- a b "s F a m u Q
e m ?g0 3 U
m-I
sM1 ? W ; E3" k ?? = tlp w
j ? 8 "?8a g g"
iN.
.o-.z yy Y Y
_ z
_ rv ., r e rv m
s
g 8 i33ais Jnene U o Q
AMC(
A"Gly d Q d _
Zw
z (Y O
F-
u ?
??
e I
m Oz
t
r ? Z=
Z
z z
(( ?_' a Y)
??? E 6 0 3 ? $ $ O
g? ae' p ? 0 ` ? E D
d '?wp?'u Y ? @p y [[ L a 1?1
*
71.1 ^I = a v J Q
Q F-
m =„ g (n
Z ?z a Of _ F- 8 w
Q
93h 0 W
k = a-
a
m = sa Wo
o 1' $ s S V ivy
a S T U Yz €¢
11, 1Z
eY $ E ka? d b os <b
nR w ?? 88 ? Y. X S. ?" ? 'g 'F 5 a g? ?? a •'u? i?
nq?$ F q e Ye4pe o 4 L a$g gQ m e3
`S S b-` ? Y ° U g? ? 00
Qo
a 8$map ?a gJ`a8 ?`'?' 8 h pgs x
u p aa Ys £ E Y Y. b Y£ $ ` Nn' ' b a io o?
°w ?z` aF 5 ?s5 b? a g¢` -S
ou ua a k <o?
w ° ? ?Y s X u?i qq l Y Y £ ?y m8 E ??? ° o< ?F
F.?-.ia 3666 btl BY ??Y by ig
a 'E Yq a h hh a? rN3 E >o
0
N ? oo r ,- o - o ? ?o
o w N ? °a
w m°N??v ryW ? ? =„weo?
? J ? °` ? Wp o WxM <?
z w o z rF?
z w F
z w °iw° S ado 3
U a u o? w oo
ry ? ? ?£ ` i?< Y goo >N
<E` ? ?o < ?`s< 8<
9691-J :k ---l IN WIWWdl
?¦ rlJ ?? SJ:1P.8l ,' T 0 PL S J 1
-625 90L "od ?"`?? 1? i?Q
y01?¦? S9f6>0 f ZS-sOL :auoyd IT S
x
1
19ZOZ8Z 7N •illolJoy:) Afl Oi VD'lll.l Afl Oi NVJ"I IIJ
M X08 '0'd I•. lM OdOY I?1
' P?ona?noB au?d u? 41no5 l lfL6 Cff H.I rJ gill al•i :7 V
'll2 9U0AjnltA d uo
ah?U(1 1Q
llnjonia-ZZOao\ .LD
?i ---0 ?sua0 OV'JV Puo
NV: a 6mqual?'?aWaAol?eq? ,,,-„ ON floc. I?IOLLd.LIrIIffVH32I
I.I ?IL?
NOI1AIa:ASia AN 7J.Va ON 03LON SV MW QNIO(1 7 H A `J?TDNA
.7L1 1Jl??l
cic
?Ql
Ln o '? z
m
r p c
? p W N
J W
$ Q d
0 3 a
0
dw3 „eo Q O
151X3
doaa =O Q
W
• Q W
u z Y j II
W O\ z
I Z ? ? w
dwo .EL g J o ^ w
> Six3 d.O •L` p v7
d0ad
I _
M p N p r- p
era
.a?.s? o n ao,
f
J
Q
3
L
R- 3
IL W .
?- W
U
W
(n ?
:ice
L?
J g?
I I J
LLJ
j N n b - 3
„o <
m
U,vi hoi n 'v o z
o
Lf)
Oz O? O W O p Q
rv o ? < -' H W
Q o u og? b ph - N
zC
I-I
L U o
D
• .0-.B I .Li
n3
tj a
p ?
9991-0 4 asuaoi? _
"MOTHM
- -ZS6ZS 90L40L 'll
SOf6o06
fO auoyd
I VZ13Z ON a1101?040
9ZU .09 0'd
a
P, onalnog au,d w 41n0S I-ttL6
Buo,asWAt-
•
: 8P3
31.Ya A9UAAO9JJY
53OtlA3u' ?I 0 vt S
UM A Tgl11) .19 a'19V,1'19J
W OdOY
Nvols HI.Y,1 iii 1 a1'1
s6x,0 1suo0 OVOV Puod Ymd uo!lnlonay-ZZ090\ 311 9"
N011Aro'ri1o AU .Uva. ON
minu Gv 110E0
J
O
w I
m ?
J
W

z
Z

Q
z
U
Q O Q
O
N D 0
to m O1 -:
ttl
10

w
N J
x
0z
xO

' Y X

0 N O
cr-
a
m
OC IZ
Nja
O
S
N W n a' W

°
O O Z
U°w,, <¢ F-
O D
O?mOU

a 0.0
Q
V)- w O
O M Z I W
Q Z U

W
O I U] `'.
N
wV?Q
Q
W
4 S
?
=
p Q Z F >'O

0
N
o W
ao LL)
O
Q
o Q h W
l
W m z

c
a0
e f
^
u
il
<c O

p w
3
U Q w Q W
J X > w N
w- K H w Z
3 vl a o
? Jo OJ oz
o O O 0
a ° a a
p W

Y Z
W
a z
W p
Z
Q Z
Q
m O O

W
a p
I- w
a O
m
O
m
m
y
z
Q
m
} W
W =
Y ~
00
? Z

a

z p
U
O 1--
Q

z
Z ?Ll d
} Y
U
L
O= v O
a U I- 0'
W '?
Ua Y
U J
<
w O O n

N
S Of
Y
a
w

w
O
w
a O
W
m0 J
O
,_..........,
.-.. F-
w Q w
m
. , > J W
W Q w
0U
0
U ° Y
w

0
. 0
a
IL w
Z

aww
Q Qw°
03 ?
Owo
Z m m
Q
J
m
S lI V iX a x
I(1
i??roxa zQ
?iOI.L?,LI'IIg`?H?2I
(INO 7 H A ?jrTDN21 I.l'llli

m
Q
_m
O
m
W
\z
VN)
L_L
U
v
u
NO
LL Z
3c?

U z
o m
0
U w WZ d JU
mQ

wLJ Q QO
Z!n Wm 00 2m
Z
Ow O-? LO
Qa QJ2
?
Z Q
0

0
'
W W
In
Y = Q H =
w a°
N W Q
w a

>> U O Q
a~ stn ?? C)
N
= w n
J ° ° po mw uwa o
Q
U
-
w w w Z z aw _
W° Q Y Q (/)
Lr) w
wm
J J W
w U
G- z w

w °
> Q U U w w w

O
Yj 'Ya
S
x
Q 0 U
Q
~
w
j
O
O m ?
(
QUO 2
Q
cz) Ln
x
0
0'
W wa a WO' [n J W p
O,
?=
= ?-w w
o
Z S Q Z Z
Z
~O Q
I
-
o~cr ww O
°~}Q
m
v ` O z o Q? °=
00 W Q
In ?-
w O N U Z w Q
ZQZ S
NU W
w0 aW
WWZ w
W
3 2 M I)N WmU0ln a
w
ra p 0 O
0
Q °-o wmw¢c?il Wz W Z w
0°00u
\ 1- W 0 ? = w ? O
<
w~p m2l-Z> tn COW Q w FA Q
w
l-
a
Q
- Q °
~ m
U> m a,: cf
O
O
Z
m Z O
N
W
g= wQ J n =w
z ? p
W U
3 n wo n
itz ~w
x0~ 3a~p
"
n ozzXw

w U I
f w
x° W E° Q W
m
L
l Q - w _0
°> H -?
'O

0'
0 0
w2
u0
?-I
W (V a oW°w U Q Q-
w wNQ -
g Z 3 w a N o
0
W ?.. Q w w aU Z m a?
O
Cna?(n? o J o 0<~
p =QQ
v7
a >
LL Q
zQZww> aN?ww>
p >o z
°
0 W K W y U w m O
? m w
w
p = m O Z
z N
- 60
J
LL cr
Q 0x
ooch Q
-j Fn
m
m
? r-
w U O
°a
wz
.
O x
x
?m a °W maa
(if 0
ON
?0
u) w=
Ly
u,

(?
m J
J
w
x
Q°
N u) 3?aLmjo -
OZ U vm
n d
Q o
m- }r-
,
n
Z (n~ UNO~ 0 U~ J W w o

3 Q m0Z zow[Y J=
> m<°? ? 0 0 of 0 Q W 3 0' c7 Z
co p< O
o
oz 0Qr, w
z nw o zo???wQ
o?zawwwo o mo ?zo>z
aQm x
_
w0 w ?l1Z
0 m- ou
- 0 Jww tr U 0 Ow?ww
m Qm3l??J cn >-S > z 6:2
J(?
: w
=
,
a
QLn
Z ; a Q o V) U O?XO -01 a W w
Y M W W L u Q a L u o Q Q w a
° O
w- w
a 3 c N
U 7~ Q~
0 Qw OwZG_

LLj O Q>
w ? U

0 w

D w xZa o

z x N w O S w
Q W W x
> o
mc? a r-N ?i ?t11 [0 n m _
Y
z
m
N
U< N°
Q
W
J
W