20060332 Ver 1_Complete File_20060301

\o~o~ Y.I ` c9pG
`~ ~
J
O ~ 'C
,~ , . ~u ,ter, .o,~,~.
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Divis(on of Water Quality
March 21, 2006
Wayne County
TIP R-1030AA
DWQ No. 060332
APPROVAL of 401 Water Quality Certification and Neuse Buffer Rule Authorization
Dr. Gregory J. Thotpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with the attached conditions and those listed below, for the following:
Stream Impacts in the Neuse River Basin
Site Permanent Fill in Perennial
Stream (linear ft) Restoration
Perennial Stream
(linear ft)
East Parcel 1,500 2,475
West Parcel 600 957
Total 2,100 3,432
Neuse Riparian Buffer Impacts
Site Zone 1 Impact
(s . ft.) Zone 2 Impact Zone 1
(s . ft.) Restoration (s . ft.) Zone 2
Restoration (s . ft.)
East Parcel 90,000 60,000 128,400 85,600
West Parcel 36,000 24,000 60,000 40,000
Totals 126 000 84,000 188 400 125 600
Wetland Impacts in the Neuse River Basin
Site Non-Riverine Restoration
(ac) Riverine Restoration
(ac) Enhancement
(ac) Preservation (ac)
East Parcel 26.44 2.3 0 1.41
West Parcel 1.42 0.8 0.95 10.71
Total 27.86 3.1 0.95 12.12
The project shall be constructed in accordance with the application dated February 28, 2006 (received March 1,
2006) for the purpose of restoring a UT to Little Creek using natural channel design, restoring the protected riparian
buffers to the UT to Little Creek and restoring the hydrology to the potential wetlands on the site. This approval is
valid only for the restoration activities proposed and is not an approval for the culvert replacement proposed at
Salem Church Road.
Noy` hCarvlina
Transportation Permining Unit ,/Vaturlllllf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]! Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10 /° Post Consumer Paper

After reviewing your application, we have decided that these impacts are covered by General Water Quality
Certification Number 3495. This certification corresponds to the Nationwide Permit 27 issued by the Corps of
Engineers. In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. This approval will expire with the accompanying 404 permit, unless otherwise specified in the Water
Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1.) Upon completion of the project, the permittee shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
2.) The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act)
and any other appropriate requirements of State and Federal law. If DWQ determines that such standards or
laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law
is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification.
3.) A copy of this Water Quality Certitication shall be posted on the construction site at all times. In addition, the
Water Quali[y Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on-site project manager.
4.) It is our understanding that the permittee is seeking mitigation credits for the stream restoration, 1,000 linear
feet of which will be applied to the R-1030AA project. The balance of the stream restoration and successful
wetland preservation and restoration credits at the Jeffery's Warehouse Mitigation Site may be available for use
for other projects within the same cataloging unit. The compensation ratios will be determined by NC Division
of Water Quality during the 401 permit application process.
5.) If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged
to surface waters due to the potential for elevated pEI and possible aquatic life and tish kills.
6.) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
7.) All work in or adjacent to stream waters shall be conducted in a dry work area. Approved $MP measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock
berms, cofferdams and other diversion structures shall be used to prevent excavation in tlowing water.
8.) Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
9.) All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic tluids, or other toxic materials.

10.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
11.) The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored [o natural geomorphic conditions.
12.) There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or
stream, compensatory mitigation will be required since it is a direct impact from road construction activities.
13.) Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
h. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Serlin~ent and Erosion Control Manual. 'The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
14.) All sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved
by this Certification.
15.) For the wetland mitigation sites located in the East and West Parcels of the Jeffery's Warehouse Mitigation Site,
the permittee shall plant 680 stems/acre. Vegetation success shall be measured by survivability over a 5-year
monitoring period. Survivability will be based on 320 stems/acre after three (3) years and 260 stems after five
(5) years. A survey of vegetation during the growing season shall be conducted annually over the five-year
monitoring period and submitted to the NC Division of Water Quality. If the surviving vegetation densities are
below the required thresholds after the five-year monitoring period, the site may still be declared successful at
the discretion of and with written approval from the NC Division of Water Quality.
16.) For the wetland mitigation sites located in the East and West Parcels of the Jeffery's Warehouse Mitigation Site,
hydrologic success of the sites will be attained by restoration of a hydrologic regime that results in inundation or
saturation of the soils within 12 inches of the ground surface for at least 12.5 percent of the growing season.
The hydrologic monitoring shall persist for a total of five (5) years. After the five-year monitoring period, if the
monitoring requirements are not met, the site may still be declared successful at the discretion of and with
written approval from the NC Division of Water Quality.
l7.) In accordance with ISA NCAC 02B .0242(9), riparian vegetation reestablishment shall include a minimum of at
least 2 native hardwood tree species planted at a density sufficient to provide 320 trees per acre at maturity. In
addition, an annual report will be submitted for a period of 5 years showing that the trees and vegetation have
survived and that diffuse flow through the riparian buffer has been maintained.

18.) The permittee shall monitor the relocated stream channel annually. Physical monitoring should include an
evaluation of stream bank stability as well as stream morphology. The geomorphology of the stream should be
assessed using Rosgen or similar classification system. The report should include permanent cross sections of
riffles and pools, longitudinal profiles and pebble counts. Riparian area success shall.be determined by
conducting stem counts to ensure a tree survival rate of 320 stems/acre. All of the above monitoring should be
recorded in an annual report. The monitoring period should be at least 5 years and a report shall be submitted to
DWQ in the 151, 3`d and final year.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms
to Chapter ISOB of the North Carolina General Statutes to the Oftice of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please contact Nicole Thomson at 919-715-3415.
S~ rely,
^ lan W. Klimek, P.E.
Attachment
cc: Mr. William Wescott, US Army Corps of Engineers, Washington Field Office
Mr. Chris Militscher, US EPA
Mr. Gary Jordan, USFWS, Raleigh
Mr. Travis Wilson, NCWRC
Mr. Richard E. Greene, Jr., Division 4 Engineer, PO Box 3165, Wilson, NC 27895
Division 4 Environmental Officer, PO Box 3165, Wilson, NC 27895
Garcy Ward, NCDWQ Washington Regional Office
File Copy
C:\Correspondence\2006 Other Permits\llWQ060332\jeffreyswarehousemit.doc

f ~ ~~ ~ ~ L,~I.~ 3 I,E'
- a. ~ a..srwr~ ._.. n
/ Ao~ , ~tr
~~ltirt 1 70~i
~ - __ I-rt,K L
.tIlfti:,;~ Jd,'i) i (ii i;.;~~!,~,)(1(frZ:,i:Cf1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
February 28, 2006
US Army Corps of Engineers
Washington Regulatory Field Office .
Post Office Box 1000
Washington, NC 27889-1000 ~~ ~~ ,
ATTN: William Wescott
NCDOT Coordinator
Subject: Request for Nationwide Permit 27, Section 404 and 401 for the
Jeffrey's Warehouse Mitigation Site in Wayne County for
TIP No. R-1030AA, Federal Aid No. DRP-0073(002)
State Project 8.1330502, $475.00 to Work Order
WBS Element 34363.4.1
Dear Sir:
NCDOT purchased the Jeffrey's Warehouse property as part of the Right-of--Way
acquistion for R-1030AA near Goldsboro in Wayne County. The property is bisected by
the future US 117 corridor with the Little River forming the western boundary and Salem
Church Road forming the eastern boundary. An unnamed tributary to Little River runs
generally east to west across the property from a arch pipe under Salem Church Road,
through a box culvert under the US 117 comdor, to its confluence with Little River.
The NCDOT proposes to restore approximately 3140 feet of the UT to Little
River as described in the Jeffrey's Warehouse Conceptual Mitigation Plan dated
September 17, 2004. This mitigation plan and site construction plans have been
previously provided to regulatory personnel. The mitigation plan consists of
reestablishing the natural dimension, pattern, and profile of the UT to Little River. As
shown in the construction plans, cross vanes will be installed in the channel as needed for
grade control. Log vanes will be placed in pool areas to improve aquatic habitat, as
available onsite. The channel will be stabilized with matting and live stakes will be
placed along the banks during the dormant season. The floodplain will be graded and
- ---planted-with an appropriate mixofwoody species:-The existing 78 inch arch pipe under
Salem Church Road will be replaced. The culvert will be buried 1 foot below the stream
bed. A cross vane will be installed at the downstream outlet of the culvert to stabilize the
channel and prevent perching of the culvert in the future. A copy of the culvert report,
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BLDG.
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS RALEIGH NC
NATURAL ENVIRONMENT UNIT WEBSITE: ~1NVW.DOH.DOT.STATE.NC.US
159$ MAIL SERVICE CENTER
RALEIGH NC 27699-1598
~_
C
J
r' fi
r` ~
~;~
1~..~.J

being prepared by NCDOT's Hydraulics Unit, will be provided to agency personnel when
completed.
All above work will be done in the dry utilizing a pump around as shown in the
Jeffrey's Warehouse construction plans.
Regulatory Approvals
Application is hereby made for a Department of the Army Nationwide Permit 27
and a 401 Water Quality Certification, as well as Neuse River Riparian Certification from
the Division of Water Quality. In compliance with Section 143-215.3D(e) of the NCAC
we will provide $475 to act as payment for processing the Section 401 permit application
previously noted in this application (see Subject line).
We are providing seven copies of this application to the North Carolina
Department of Environment and Natural Resources, Division of Water Quality; for their
review.
Thank you for your assistance with this project. If you have any questions, please
contact LeiLani Paugh at [phone].
Sincerely,
~~
Gregory J ~ h rp Ph.D., En ~ ironmental Management Director
Project D~ elop ent and En ironmental Analysis Branch
CC: Ms. Nicole Thomson, NCDWQ
Mr. Gary Jordon, USFWS
Mr. Travis Wilson, NCWRC
Mr. Chris Militscher, USEPA
Ms. Kathy Matthews, USEPA
Mr. Byron Moore, NCDOT NEU
Mr. Tim Little, NCDOT Division 4

~ ~ ~ ~~ ~ -~ iH ;~I
~ li A. jtI ~y ~ (
1 , ~ I 1', ~ ~~j 1 1 1~
•~ ~ ''.. `'~~~ 1. ' :` _- % r ~ •• ,~ :~ ;,~ ~ , ~:4~` ~ ~~
~ , ~ ~ l; • , ~ _ s,,,,
~. I
~`~~ . l +'`~4 ~ J~ FYI 1 `•y ~5 .~ !'' ~. .~ ~S~b~lnl,bl.:.:(7
J - r~ } 117,
•Wayn©County~ r.=:- E'-, '- I? ~J' {^,~ i• % ~ ~ 1 0- t
•~GoW1sboro ~ .T"~~ \ ~~~ ~1 ~ ~ ~r~.~ r'~: ` nV ~ ~' S •+~r ~.
- ;~~r~• - I , fl.i'• f ' - I ~1 ~{~`fp ! `, ... ...`: ~ ,,,~.~, s ;1r?f-."--; `- +^~ : rJ r~ rl -(
~~- 7 it;1 ., .~~ `~ '\ r .i ) r~4 •~.- l` w~f, P1~ , •~ ~•~ ~'1~13Ci~ ~(~.-~, 7w L.~ i, `~ C
• ~~1~, i t t ~+ +~ f f (r ~ crw~ ~: 'f~ ~~(-.'-loL.. jl q0.) • ~'~!
~~ ~; ,~~ r; ~;~pE~ ~ `=~-s~~ , t; 1P~ FY,,y~~ ~ _. :.~. ': {~".! IArlar i C . r
•M,1P C' ~+ .~i , ~'. ~~~Jr ~l ;! S~ ~;~I~IlU1~ ~1 If~-~~ ~~~- ~. •l Frfi
'.~"`r ~ r f;~e~s~{'~ • ~~ Site Boundary -..~'~`~t_.~ ~;• ' ~~~ ' 1~ `t: o ~ 1,~~ ..
•" ~ ~ . / 1 - ''~. - ,~-> rug i~'• 1 ~~~~`~ ~:: ..,,' .• 01 G..~ ~
-y { r~ 1 .
"d°~~ ~'`-`-~ ~ ~~ 7 ~ ~'~,~ -"`~ ~~~~ J t Salem Church Rd i
-~~ r ~ ~ f -~ ...
• . , ~ -.' y.~ i~~ ~ ~4.7 t~c 4 ~.~-~`4",^ •~ i !)~)/ ~~7 sib'' Iy` ~' i r• ~,~~~A. . ~ ~. t!; 1
• "~ ~~~(~r~rr~~ ( Ey •~' I r At\``.C'ti ti..,. 1,'! ~~~ ~. 1 ~`- E' T ' %~~ • (( '~
~ may. ! .l _'..4 ~~'~~` ;Tsh=.~ i;, ~ '~. ~~'I- ,Y '~~ Site Access •r,S,- • a lf~r ;
_ ~ •.I : py YM ~. ~_. f _ • ' ~~Ij~ffY"": 'C. 'llppj ~ '7 , +,1- r _'t ~r i~ , rf7r -
~~, .~ r• ~~+i,,,r_`'~ l"!`Plant `:!,, M~ `: • " $j~~~[.', ~,=~fJ~n ~~.X. ~ / 1.
r t•7 ., :big"`-""=.~F` dd: 0"SC ~c ~ / •~•• ~~'~O ~~ ~~` `~,^~i ~- , `. •t TTT ~ ~ ~! ~ F '~
r' .~~ : ~~~ ~•' `:"'j.. , I_ ~ N Florida St
.~ .r a.• 6
', - ~ Parke ~;~_ -111, _ ~~ ~. A-i~,'.
'~~; ~_ W Grantham St ~~
=-,~"t F r,t t? tvn.~~Y, ~ -' •` ' f,~ 't~` . '~-.:(~ ~ ~ i r ~ , •~ r . i .. ~~,. r .
. Vii..) f`~3; it site,'';; / % ...• - ,'• R~ f~ -4~Q -, i• ~ Y ~~.:``S ,K , `;~
i t ~`, ~ •~ ' ~,. ~, is ; '~~,~` 'st 1~.•'~-~ ~;,
^~. /'~~ 4 ='P.,'~-` ~ ~: ~' eotr.rcwi ~~~.~. ~ -.` { S.~'k-i' !r yt~ ~ ~~rT -~
~Ctlf~}2RY h0>~tA. ~ ` i~"'}~'"~i~~:4~'i~t F~ ~Y r ,~ ' ~ '' ~~.
` ~ ~ l~l .?`rj;.. - ~ ~ , J N 1•~ ~ 1 r ~}^.~'~~~ ~.~ l) ~ ~ 1111.E ,i •.~;' i
it ~,. ~ /v,~ J ~ t,YC. ,•.,.~ . r""a,~ ,l' ,
f i °' ~ ~~=` _=~Fg'+'ll C7~n wc^'~~ "'~;17 f ~ ,r~T',++.-r gl 1.
+ 6~ ~jev9g y rte, ,! , ~. tva'~ if i~'lf~c5 "•• _ •~r ~
• I,: S:~~T~... ~ • 1 C,T~OSD~ ~ jecwrry , F~t ~ ~ r ~ a~ }~. 4~ j f .¢
_ 1 • inch equals 2,00~'f~e~7 ~'~~. ~.•~ s '~~,~ j .~~~ ~ ~ • ~ ,.
~ ~~ ~ T, ~ ~i A Yr~ ~ ~,F ~ i
~~ ,~=.~, ' ~~- :`t -' ~ ~~~; •,~ :: ~..'~~l .s Figure 1
~, ~t,._- ~ Y .~
__ - ^ ~~~ r Fe,~et~sc ;• ' - - u ••°~•r1 ' Jeffreys Warehouse Mitigation Site
~.'as;-' ~'"~; ` ` ~~T' ;~ Vicinity Map
0 2,000.j~~ sSSr,,4;.000~ „- -. r,~eYTp, r ~ .~ „

W O
W
_ ~ ~ Z
Z
~ Z~~o
~ z z
0 2
Z ee =
< ~ ~ O
`~,

b_~

r~
~~
W j
o Wz ~ ~
~ j U
~ W ~ O
~ \
~ ~ ~ ~ W
~ ~ 8 i
~~~ Tc
rO
• l
O
A
O
0
M
~o ~
O
U ~
O ~
N ~
O
'1
f~ j :,.'
t` . ,~ - 1I
rJ ~~' ,
~~ ~~
~ ~ ~ 1
., ~,
~"7 ,
~,1 ``~
.ti
$ ~.ti`
~~ ~~_~ -

__^" \
c v_ ~.- /
~~ `~ wv, vl //
`~ /
\ /
~ /
~+
\\/
\\
a \
~ \
,~ ~.
;~ ~ _
~ 11I7 ~^~
0
° ~
o
N
U
H =
o
y ~~
U ~~
a Y
J ~
O ob
¢] ~
V1 ~ ~ ~ ~ p
~ ti ~ ~ ~ ~ ~ ~
W W p ~ ~ N ~ ~ W
~ ~
ti
W ti U ti ~ ~ ~ ~ W U
~ U ~ ~~
W ~ A ,
N r~ ~ ~ , 2P/X
a ~ ~ ti =
~ ~ ~ ~ ti
Q N ~ P W W ~c
/~
/ ~
/ \
/ \
/ \
/ `
/ ,~ ~~' ~ - 'ITT,' Ii~
..
/ ~ \ v~ _ ~' I~~ II
5p_r~ ~ ~'~~~~ ` ~'1 VIII
/ t. ~ ~ ;' 1
w ~i
~ ~ a ,~_ ~~ _ - ~~~ it I
`\ to ~~ '. 111, ~ ~ `i ~ _ II.~II
\~ ice ri \ ~~I I
~ I ~i ~ ,i I o / I~~
~ f.i U W
` I ' ;'air:, ~L7 ~ - '. I /
,
'Ili' ~ ~J ~
/ I
~~ '^ ~
i
`
~
~ ~ - i
j
'~1
1;
~ ~ ~~
~
I
;1!
~1 ,
~
' ,
~
ce:
'
'
~ I
I
-~+ -
' i ~
~
la ~
~ ~
_

iS
4R33
~~ I V I! // ___, ~ _ I ~ I ~
~ ~`

,-

It
~a
. I
~~ i
I `

.r - - ._ .~
~ I
LL~ ~', ~, 1''
I~
_ ~,.
J _ I ~ ,
I ~ ~'~~ 1

l ~_~
=~
oC
OI qqqqq
Ji~
LLI~
ia..i~ JQ
~IW
~ I `ni Ola

~ l
W
~~
~o
i 0.

31,
~I~
J
J I D a
~ i
3 o
' :
• ....~.
.. Np ~.... ~! .
d. t
;'
o ~ ~ ~J~ Q~i i
Y
3I
<<
;
~: ~
'u'W NN

~.
~ ..... '
4I
y
1
W I
~\
, .~
~~
~
~
A :
I
i~
~\,~
3~Y N

m
.: o n
~ tr) ~ O
~
~ ~ ~ F ~
N
c~
~
A
~a>i '~+
~ c
0., ~ ~ ° ~
"
~~,,

0.; ~ Q W U y
a ~
~ ~ W ~
• y v w O
H C ~ Z
~ ~ ° o o
aW O
~
~
~ J Al
~~ ~~~~~ A

to
ry b
,~„ b
~ d
"~
Mo "1 ~° a
o °`
a

W
O ~
O

"11
~ 0
~
O
C "1
O
W
(ry/
O Crw1
_~!
.I. q z ~ ~ e
w
~

~ ~

~
r ~

~ ~

r~ ~

W r
__
_J
~~I`i ~~ °~ ' - I \ ,
V

h ~ u O I

t U C I _ `~.

W
~
Ill ! i~ - ~ ~ ~ 2 h I
I ` ~ 1, 1 I
~1
y
I ~
'
r - ~ Z I- --1 /

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 2 0 6 0 3 3 2
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J. Thorpe, Ph.D., Environmental Management Director
Mailing Address: North Carolina Department of Transportation
1548 Mail Service Center Raleigh, NC 27699-1548
Telephone Number: 919-733-3141 Fax Number: 919-733-9794
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Numb__e_r:
E-mail Address:
Fax Number:
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Jeffreys Warehouse Onsite Mitigation Project
2. T.I.P. Project Number (NCDOT Only): R-1030 AA
3. Property Identification Number (Tax PIN):
4. Location
County: Wayne Nearest Town: Goldsboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):Hwy 70 East to Goldsboro, Florida
Street to Salem Church Road, Site runs from Salem Church Road west across future US 117
to the Little River.
5. Site coordinates, if available (UTM or Lat/Long)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Fallow agricultural fields on both sides of future US 117 (currently under construction) and
a narrow wooded riparian buffer along Little River
7. Property size (acres): approximately 88 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Ut to Little River and Little River
9. River Basin: Neuse HUC # 03020201
- -- - _ - Note -= this must be one of-North Carolina's seventeen desi - -
g-ated-major aver basins The - -
River Basin map is available at httn://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12

10. Describe the purpose of the proposed work: To Restore approximately 3140 feet (1030.5
meters) of the UT to Little River to the proper dimension, profile, and pattern, along with its
floodplain and riparian buffer
11. List the type of equipment to be used to construct the project:
Heav~v construction equipment
12. Describe the land use in the vicinity of this project: Urban, residential, open field, and
fraa-nented forested areas.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Wetlands on the site were delineated in 2001 and verified by Mike Bell of the USACE on
November 6, 2001. The total wetland acreage on the site is 12.11 acres. The future US 117 TIP
R-1030 AA, that crosses the stream restoration project, is currently under construction.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
-- ----delineation-maps whether-or-not impacts are' proposedto these systems: Wetland-and-stream-"
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 12

mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), orFEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 12.11
Total area of wetland impact proposed: none
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Restoration 2100 UT to Little River 15 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
__proposcd, plans and profiles showing the linear footprint for both the original and relocated streams must be includcd,____.__.
- - __
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available t}trough the USGS at 1-800-358-9616, or online at
www.us~;ov. Several interne[ sites also allow direct download and printing of USGS maps (e.g., www.t~~no-rone.com,
www.marguest.ccmi, etc.).
Page 6 of 12

Cumulative impacts (linear distance in feet) to all streams on site: 2100 Feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
T e of Im act*
~ p Area of
Im act
a res
Name of Waterbody
(if applicable) Type of Waterbody
lake and estu
( ~ba ,ocean, etc) und,
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, cte.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
N/A
Page 7 of 12

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The Jeffreys Warehouse Conceptual Mitigation Plan dated September 17, 2004 and the
Jeffreys Warehouse Construction Plans dated February 7, 2006 describe the stream
miti atg ion plan in detail. Both documents have been previously provided to agency
personnel.
In general, the plan consists of reestablishing the natural, stable dimension, pattern and
profile of the UT to Little River within the site. The floodplain of the stream will be
established through rfi ading and replanted with appropriate wood~pecies.
As_discussed at the field review meeting on November 30, 2005, the existing 78 inch arch
pipe under Salem Church Road will be replaced. The culvert will be buried 1 foot below the
stream bed. A cross vane will be installed at the downstream outlet of the culvert to stabilize
-- ------
the channel and prevent perching of the culvert in the future. A cony of the culvert report,
being prepared by NCDOT's Hydraulics Unit, will be provided to agency_personnel when
completed.
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at beep://1,20.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
WiII-the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Meuse River Buffers)?
Yes ® No ^ If you answered "yes"; provide the following information:
Pale 9 of 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 126,000 3
2 84,000 1.5
Total 210,000
Zone 1 extends out 30 tcet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer impact is exempt and mitigation is not required per 15A NCAC 02B. 0233. Forested
buffer of 314,000 ft2 will be established.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
NCDOT BMP's will be utilized during_project construction.
XII. Sewage Disposal (DWQ Only)
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.
N/A
XIII. Violations (DWQ Only)
Is-this-site in_violation of-DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?- -- - -- -
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
Page 10 of 12

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
~~, U
Applicant/ s S'gnature Date
(Agent's si ature s valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Page 11 of 12

i~
l
7

l
7
Executive Summary
I~,.
~_ ~ :;
7.005
'~;c~'~ ~~ ` ' rt c ~! 1LITY
Ji_ ~ I i •I~r.
... ,I .iZ L~vu.~~t~
The North Carolina Department of Transportation (NCDOT) is constructing a 23-mile
section of US 117 from south of NC 581 in Goldsboro to the US 264 Bypass in Wilson. The
proposed project will be a four-lane freeway on new location. The 2.6-mile section from south
of NC 581 to north of US 70 in Goldsboro is designated R-1030AA. The 4041401 Certification
permit requires 1,000 feet of stream restoration for R-1030AA. The Jeffreys Warehouse
Mitigation Site is being proposed to deliver the stream restoration requirements of the
project, which is in the Coastal Plain area of the Neuse River Basin 03020201 cataloging
unit. Stream and wetland mitigation that is achieved on the site in excess of the permit
requirements will be used for other projects in the cataloging unit.
There are two parcels associated with this mitigation plan. The new alignment of US 117
will divide the site into east and west parcels. The west parcel (approximately 50.2 acres) is
bounded on the northwest by the Little River and on the southeast by the US 117 right-of-
way. The east parcel (approximately 37.5 acres} is bounded on the northwest by the US 117
right-of--way, on the northeast by a Wayne County Board of Education school bus
maintenance shop, and on the east and southeast by private property.
An unnamed tributary to the Little River that flows west across both parcels to its
confluence with the Little River is proposed for restoration. It enters the site on the
southeastern side of the east parcel and flows generally northwest for approximately 1,550
feet, then turns southwest for approximately 600 feet, and then turns northwest again for
approximately 700 feet before exiting the cleared area and entering the forested area. It
flows through the forested area for approximately 1,000 feet before reaching the Little River.
The Rosgen natural channel design process was used for the proposed onsite stream
channel restoration. A watershed analysis and existing conditions survey was conducted,
and a coastal plain reference reach was surveyed to provide dimensionless ratios for
channel design. Draft hydraulic geometry relationships developed by the North Carolina
Stream Restoration Institute (NCSRI) for the coastal plain were also used as guidance for the
design process. In order to best recreate the low-gradient, highly sinuous streams typical of
the coastal plain, a meandering E-type channel with a relatively high width:depth ratio is
proposed. The restoration channel will branch off of the existing disturbed channel
approximately 350 feet after entering the site. From there it will flow through an old
agricultural field, underneath the highway through a box culvert, and through another old
agricultural field before reconnecting with the existing channel downstream of the alignment.
Immediately downstream from this point, the stream enters the forested area and continues
to the Little River.
The entire site lies within a protected water supply watershed and most of the site (-92%)
lies within a critical water supply watershed. The intake for the Goldsboro Water Purification
Plant is approximately 2,500 feet downstream of the site on the Little River. The Little River's
confluence with the Neuse River is approximately 2.5 miles downstream of the site.
Non-riverine wetlands will be restored and enhanced on the site by plugging existing
ditches. Riverine wetlands will be restored by excavating a bankfull bench adjacent to the
restored stream channel. Non-riverine wetland areas will be planted with species following
the Nonriverine Wet Hardwood Forest community described by Schafale and Weakley
(1990). Riverine wetland areas will be planted with native species following the Coastal Plain
Small Stream Swamp (Blackwater Subtype) and the Coastal Plain Bottomland Hardwoods

0
0
(Blackwater Subtype) as described by Shafale and Weakley (1990}• Net project mitigation
totals for stream channel, wetland, and buffer restoration and/or creation are summarized in
the following table. It is projected in this table that 50% of the Potential Riverine Wetland
Restoration Area (Figure 2) will successfully achieve wetland mitigation vegetation and
a hydrology criteria during the monitoring process, for planning purposes. If a greater or
smaller area than 50% is successful, then the mitigation records for NCDOT will be adjusted
accordingly in the future.
Summa of Potential Stream, Wetland and Ri avian Buffer Miti ation Quantities
Stream
East Parcel I West Parcel I TOTALS
Ros en Priori II Restoration 2,475 957 3,432
_ ..
J _ --_ _ - - Wetland
East Parcel ac West Parcel ac
Potentia! Non-Riverine Restoration Total
Area; (26.44) (9.42) (27.86) ,'
Assumed 50% Success of Non-Riverine
Restoration Total Area 13.22 0.71 13.93
Riverine Restoration 2.3 0.80 3.1
Enhancement 0.95 0.95
Preservation 1.41 10.71 12.12
a
Ri avia n Buffer
East Parcel ac West Parcel ac
Existin Alon Stream 0 0.8 0.8
Restoration 5.7 2.2
Net Buffer Restored 5.7 1.4 7.1
Preservation Along Little River
(south side onl '" 2.5 2.5
"At this time an estimate of 50% of the Potential Non-Riverine Restoration i oral Areas ror cne Cast ana
West Parcels are projected to meet hydrologic and vegetative success criteria for planning purposes,
as computed and presented in the next row of the table.
"*The existing buffer along the south side of the Little River is 200-300+ feet wide for approximately
1600 feet along the river (9 acres).
0
ii

I]
°'~?
i~ I
Table of Contents
Page
Executive Summary i
1. Introduction 1
2. Existing Conditions 1
2.1 Stream 1
2.1.1 Riparian Buffer 4
2.2 Agricultural and Forested Areas 4
- 2.2.1 Plant Communities 4
2.2.2 Hydrology 5
2.2.3
2.2.4 Soils
National Wetlands Inventory and Delineated Wetlands 6
9
2.2.5 Threatened and Endangered Species 9
2.2.6 Cultural Resources and Archaeology 13
2.2.7 Hazardous Waste/Phase 1 Information 13
2.2.8 Land Use and Potential Land Use 13
3. Stream Mitigation Site Assessment 16
3.1 Stream Channel Existing Conditions and Rosgen Classification 16
3.2 Hydrology 17
3.2.1 Drainage Area and Discharge 17
3.2.2 Flood Frequency and Water Surface Elevations 17
3.3 Hydraulics 18
3.3.1 Shear Stress and Entrainment 18
3.3.2 Stream Power 18
3.3.3 HEC-RAS 18
4. Wetland Mitigation Site Assessment 19
4.1 Potential Wetland Restoration Area Mapping and Verification 19
4.2 Current Hydrology, Drainage Ditches and Water Budget 19
5. Riparian Buffer Mitigation Site Assessment 19
(~ 6. Mitigation Plan 20
~J 6.1 Stream Restoration Plan 20
6.1.1 Reference Reach 20
~j 6.1.2 Rosgen Classification of Design Channel 20
U 6.1.3 Restoration reach 21
6.1.4 Stream Power/Sediment Transport 21
6.1.5 Grade Control Structures and Bank Stabilization Measures 22
6.1.6 Salem Church Road Culvert Outfall Stabilization 22
6.2 Wetlands 22
6.2.2 Proposed conditions 22
6.3 Riparian Buffer 23
7. Stream and Wetland Mitigation Summary 24
iii

I
0
~e

$. Monitoring Plan 25
8.1 Stream 25
8.2 Wetlands 25
9. Final Dispensation of Property 25
10. References 25
List of Figures
Figure 1. Jeffreys Warehouse Mitigation Site Vicinity Map 2
Figure 2. Jeffreys Warehouse Site Map 3
Figure 3. Jeffreys Warehouse Soils Map 7
Figure 4. Jeffreys Warehouse NWI Map 10
Figure 5. Threatened and Endangered Species Occurrence Map 12
Figure 6. Hazardous Waste Site Map 14
Figure 7. Land Use/Land Cover Map 15
List of Tables
Table 1. Soil Map Unit Descriptions 8
Table 2. Federal Species of Concern in Wayne County 11
Table 3. Land Use/Land Cover Data Summary 16
Table 4. Rosgen Stream Channel Parameters 21
Table 5. Summary of Potential Stream, Wetland, and Riparian Buffer Mitigation
Quantities 24
Appendices
Appendix A HEC-RAS Output
Appendix B Water Budget Explanation and Assumptions, Calculations and Figures
Appendix C Existing Stream Channel Riffle Cross-Sectional Survey
Appendix D Preliminary Stream Restoration Plans
iv

0
1. Introduction
The North Carolina Department of Transportation (NCDOT) is constructing a 23-mile
section of US 117 from south of NC 581 in Goldsboro to the US 264 Bypass in Wilson. The
proposed project will be a four-lane freeway on new location. The 2.6-mile section from south
of NC 581 to north of US 70 in Goldsboro is designated R-1030AA. The 404/401 Certification
permit requires 1,000 feet of stream restoration for R-1030AA. The Jeffreys Warehouse
Mitigation Site is being proposed to deliver the stream restoration requirements of the
project, which is in the Neuse River Basin, cataloging unit 03020201. Stream and wetland
mitigation that is achieved on the site in excess of the permit requirements will be used for
other projects in the cataloging unit. Figure 1 is a general site location map.
2. Existing Conditions
There are two parcels associated with this mitigation plan. The new alignment of US
117 will divide the site into east and west parcels. The west parcel (approximately 50.2
acres) is bounded on the northwest by the Little River and on the southeast by the US 117
right-of--way (see FlgurQ 2). The east parcel (approximately 37.5 acres) is bounded on the
northwest by the US 117 right-of--way, on the northeast by a Wayne County Board of
Education (VVCBOE) school bus maintenance shop, and on the east and southeast by
private property. An unnamed tributary to the Little River flows west across both parcels to its
confluence with the Little River. No reference will be made to the area within the US 117
right-of--way for the purposes of this report. Descriptions will only be for the areas outside of
the footprint of the roadway construction.
The areas in the east and west parcels where stream and wetland mitigation are
proposed have been in agricultural production for many decades (personal correspondence
with Jerry Kennedy, Farm Service Agency, Wayne County). The remainder of the site is
forested; however, a majority of the forested area was logged before it was sold to NCDOT in
2002.
The entire site lies within a protected water supply watershed and most of the site
(-92%) lies within a critical water supply watershed (see Figuro 6, page 14, for Critical and
Protected Watershed boundaries). The intake for the Goldsboro Water Purification Plant is
approximately 2,500 feet downstream of the site on the Little River. The Little River's
confluence with the Neuse River is approximately 2.5 miles downstream of the site.
a 2.1 StrQam
An unnamed tributary to the Little River is proposed for restoration. It enters the site
on the southeastern side of the east parcel and flows generally northwest for approximately
1,550 feet, then turns southwest for approximately 600 feet, and then turns northwest again
for approximately 700 feet before exiting the cleared area and entering the forested area. It
(''~ flows through the forested area for approximately 1,000 feet before reaching the Little River.
The stream flows under Salem Church Road through a 77'/, x 122-inch corrugated
arch pipe before entering the site. The depth of the channel below the surrounding grade is
approximately 7 feet near the culvert invert. From this point downstream the stream channel
has been straightened, lowered, and has eroded and incised. The entire length of the stream
a across the remainder of the site has been straightened and channelized to increase
agricultural areas and make agricultural production more efficient. The depth of stream
incision varies across the parcels from approximately 3 to 7 feet. There is no visible physical
evidence such as scouring, sediment deposition, or wrack lines that indicates the existing
0 stream overtops its banks and floods adjacent areas in the agricultural fields.
0

C
The channel bed material is relatively homogeneous sand, with few larger particles
present anywhere in the channel.
2.1.1 Riparian Buffer
Where the channel enters the site on the east parcel, the riparian buffer on the south
side of the stream is approximately 10 to 20 feet wide, with 10 to 20 year-old hardwoods
such as river birch (Betula nigra), yellow-poplar (Liriodendron tulipifera), sweet gum
(Liquidambar sfyraciflua), red maple (Acer rubrum), and pin oak (Quercus palustris)
occupying the banks for approximately 350 feet. From that point the stream follows the
property. line for approximately 1,200 feet and the buffer is approximately 15 to 20 feet wide.
The vegetation is predominantly herbaceous, with sparse woody shrub-height vegetation.
The next 600 feet of stream, where it was channelized across the agricultural field, has a
buffer of herbaceous vegetation with very sparse woody vegetation present. Along this reach
the riparian vegetation was mowed and maintained. The remaining 700 feet of channel
separates the agricultural field from the forest before entering the forest. The buffer adjacent
to the agricultural field is very similar to the buffers upstream that are adjacent to the
agricultural field. The vegetation is predominantly herbaceous, with very sparse shrubby
woody vegetation present. The most common woody species are black willow (Salix nigra)
and sweetgum. The buffer on the opposite side of the stream from the field (0.80 acre) is
wooded, with a mixture of sweet gum, pin oak, river birch, loblolly pine (Pious taeda), willow
oak (Quercus phellos) and other hardwood species.
Additionally. there is existing buffer along the south side of the Little River on the west
parcel. At the most upstream point on the parcel, the buffer is approximately 50 feet wide for
approximately 400 feet. At that point the buffer widens to 200-300+ feet for the remainder of
the Little River frontage of the property (approximately 1600 feet). The area of the 50 foot-
wide buffer along the entire Little River frontage is 2.5 acres. The combined areas of buffer,
from the 50 foot-wide upstream section to where it widens to 200-300+ feet for the remainder
of the property frontage on Little River, is approximately 11.5 acres.
2.2 Agricultural and Forested Areas
Approximately 32.1 acres (86%) of the 37.5 acres in the east parcel and 15.8 acres
(31 %) of the 50.2 acres of the west parcel have been cleared and were in agricultural
production for decades before acquisition by NCDOT. The topography of the fields is
relatively flat. The wetlands that existed in the cleared areas across the site were ditched and
drained for agricultural purposes. Runoff from the agricultural fields carrying nutrients and
pesticides travels a short distance to the Little River. Previously forested areas along the
southwest corner of the east parcel, the southwestern boundary of the west parcel and along
the field in the west parcel have been logged, as previously noted, and natural regeneration
is occurring in those areas.
2.2.1 Plant Communities
The plant communities that occurred naturally onsite have been disturbed from past
activities. Approximately 86% of the east parcel and 31 % of the west parcel were cleared for
agricultural purposes many decades ago. The last year of agricultural production on these
fields was the 2002 growing season. In 2003 herbaceous weeds pioneered the cleared areas
of the site, predominantly dog fennel (Eupatorium capillifolium) and broomsedge
(Andropogon spp.). The area of the southwestern corner of the east parcel that is surrounded
~ on three sides by ditches has been fallow since 1999. Volunteer vegetation has established
itself in this area including black willow, knotweed (Polygonum spp.), cattail (Typha latifolia),
dog fennel, blackberry (Rubus spp.) and greenbrier (Smilax rofundifolia). The upland forested
e

0
area in the southwestem areas of the east and west parcels was logged in 2002. All of the
merchantable loblolly pine was removed, along with some hardwoods. Important species
remaining include sweetgum, yellow-poplar, willow oak, pin oak, red maple and some
regenerating pine. Wetland A (Figure 2), near the Little River on the northwestern border of
the west parcel, has been inundated by beavers in the past and is a mixture of shrub/scrub
and emergent wetlands. Species there include black willow, green ash, cutgrass (Leersia
oryzoides), knotweed (Polygonum hydropiperoides), and Murdania keisak. Wetlands B-F are
all bottomland hardwood/pine wetlands in the floodplain of the Little River. Species include
sweetgum, willow oak, loblolly pine, red maple, ironwood (Carpinus caroliniana), muscadine
(Vitis rotundifolia), greenbrier, jewelweed (Impatiens capensis), and knotweed (Polygonum
sPP•)
2.2.2 Hydrology
The unnamed tributary that flows across the site and is proposed for restoration is
n described in Sections 2.1 and 3.1.
"'- A continuous ditch system drains along the southeastern and southwestern borders
of the east parcel, and exits the site flowing west (Ditches A, B, and C-Figure 2). Another
ditch originates just north of the exit point, and drains into the stream where it takes a turn to
the northwest, across the west parcel (Ditch D). The depth of these ditches ranges from
approximately 2-5 feet. There are two other ditches on the east parcel. One short ditch,
approximately 200 feet long and 1.5 to 2 feet deep, drains from the agricultural field
northeast into the unnamed tributary, on the northeast border (Ditch E). Another much larger
ditch, approximately 650 feet long, enters the site from the northeast and drains in a
(~ southwest direction into the unnamed tributary along the northwest border of the east parcel
1„) adjoining the WCBOE property (Ditch F).
There are two ditches on the west parcel. Ditch G is a closed ditch that originates in
the northeast section of the parcel, in the right-of-way area and flows northwest for
approximately 275 feet before it ends approximately 75 feet from the Little River. A culvert
~j that historically conveyed the ditch drainage under a dirt path to the Little River has filled with
sediment and is no longer operational. Ditch H is roughly parallel to the alignment and drains
south into the creek. A drainage way, which flows north across the west parcel and
eventually into the Little River, is located along the general position of the potential wetland
restoration areas, beginning in the 1.15-acre area and flowing through the 0.27-acre area to
the Little River. It appears that the soil was excavated and shaped along this drainage way to
enhance flow and drainage. Where the drainage way exits the cleared field, concrete, stone
a and bricks were placed along the steep slopes leading down to the river in an attempt to
prevent or slow erosion of the river banks.
It should be noted that the ditches on the southeast and southwest perimeter of the
east parcel have experienced partial blockage (1 to 2 feet) by beavers in the past and relict
dams are present. They do not appear to be maintained and were not holding back much
water during field reconnaissance. The most noticeable evidence of recent beaver activity is
in the stream channel, just downstream of the right-of-way area on the west parcel. On a visit
to the site on December 2, 2003, the North Carolina Wildlife Resources Commission
indicated that attempts at beaver control on the site would probably be futile, given the close
proximity of the site to the Little River. As previously noted, the entire site lies within a
protected water supply watershed and all of the site except the southeast corner of the east
parcel lies within a critical water supply watershed. The intake for the Goldsboro Water
Purification Plant is directly downstream from the site on the Little River. The protection from
o

development and water quality enhancement that this mitigation project provides will improve
water quality and benefit the drinking water purification process for the City of Goldsboro.
2.2.3 Soils
There are nine soil series mapped by the Natural Resources Conservation Service on
the proposed site (seo Figure 3). The information presented in this section was taken from
the Soil Survey of Wayne County, North Carolina (USDA 1974). A brief description of each
soil series and mapping unit follows:
1-Bibb series is a listed hydric soil in Wayne County. It is a very deep, poorly drained,
moderately permeable soil that formed in stratified loamy and sandy alluvium. These soils
are found on flood plains of streams in the Coastal Plain. They are commonly flooded and
water runs off the surface very slowly. Slopes range from 0 to 2 percent. The surface layer
consists of 0 to 10 inches of strongly acid, dark grayish-brown sandy loam.
2-Johns series is not listed as a hydric soil in Wayne County. It is a somewhat poorly drained
nearly level soil found on broad, smooth terraces. This series formed in stream sediments. It
is mapped in slight depressions and on broad, low ridges. The surface layer consists of 0 to
8 inches of strongly acid, dark gray sandy loam.
3-Kalmia series is not listed as a hydric soil in Wayne County. It is awell-drained, nearly level
to moderately steep soil that occurs on broad, smooth terraces and short slopes on upland
divides. This series formed in coastal plain stream sediments. The surface layer consists of 0
to 7 inches of medium acid, grayish-brown loamy sand.
4-Kinston series is listed as a hydric soil in Wayne County. It is a very deep, poorly drained,
moderately permeable soil that formed in stratified loamy and sandy recent alluvium. This
series occurs on flood plains on the Middle Coastal Plain. Slopes range from 0 to 2 percent.
The surface layer consists of 0 to 5 inches of strongly acid, dark-gray loam.
5-Lumbee series is listed as a hydric soil in Wayne County. It is a very deep poorly drained
moderately permeable soil that formed in fluvial and/or marine sediments. This series is
found in the lower and middle coastal plain along stream terraces and broad flats. Slopes
range from 0 to 2 percent. The surface layer consists of 0 to 6 inches of very strongly acid,
dark-gray loamy sand.
6-Myatt series is listed as a hydric sail in Wayne County. It is a deep, poorly drained,
moderately slowly permeable soil formed on stream terraces and upland flats of the coastal
plain. It is saturated during the winter and spring. Water runs off the surface slowly. Slopes
range from 0 to 2 percent. The surface layer consists of very strongly acid, gray silt loam.
a 7-Nahunta series is not listed as a hydric soil in Wayne County. It is a nearly level, somewhat
poorly drained soil occuring on Coastal Plain uplands. This series formed in loamy and silty
marine sediments. Slopes range from 0 to 2 percent. The surface layer consists of 0 to 8
inches of medium acid, dark-gray very fine sandy loam.
0

8-Norfolk series is not listed as a hydric soil in Wayne County. It is a very deep, well drained
soil found on uplands of the middle and, upper coastal plain. This series formed in marine
sediments: Slopes range from 0 to 10 percent
9-Wickham series is not listed as a hydric soil in Wayne County. It is a very deep, well
drained, moderately permeable soil found on stream terraces in the piedmont and coastal
plain and marine terraces in the lower coastal plain. This series formed in fluvial and marine
sediments. Slopes range from 0 to 25 percent. The surface layer consists of 0 to 6 inches of
slightly. acid, dark brown fine sandy loam.
Ten soil mapping units are found within the proposed site. Each unit's description, taxonomic
a class, slope, and hydric status are included in Table 1.0. Hydric soils are defined as soils that
formed under conditions of saturation, flooding, or ponding long enough during the growing
season to develop anaerobic conditions in the upper horizons.
a
TabIQ 1. Soil Map Unit Descriptions
Map
Symbol Description Taxonomic Class Drainago
Class Slope Hydric
(A or B}*
Bb Bibb sandy loam Typic Fluvaquents Poorly Drained 0 to 2 percent A
Jo Johns sandy
loam Aquic Hapludults Somewhat Poorly
Drained 0 to 2 percent B
KaA Kalmia loamy
sand Typic Hapludults Well Drained 0 to 6 percent
Kn Kinston loam Fluvaquentic Endoaquepts Poorly Drained 0 to 2 percent A
Lv Lumbee sandy
loam Typic Endoaquults Poorly Drained 0 to 2 percent A
My Myatt very fine
sandy loam Typic Endoaquults Poorly Drained 0 to 2 percent A
Na Nahunta very
fine sandy loam Aeric Paleaquults Somewhat Poorly
Drained 0 to 2 percent B
NoC Nortolk loamy
sand Typic Kandiudults Well Drained 6 to 10 percent
WhA Wickham loamy
sand Typic Hapludults Well Drained 0 to 2 percent
WhB Wickham loamy
sand Typic Hapludults Well Drained 2 to 6 percent
'A -map units that are all hydric soils or have hydric soils as a major component
B -map units with inclusions of hydric soils or wet spofs
0

0
2.2.4 National Wetlands Inventory and Delineated Wetlands
The U.S Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI)
mapping for the site is included in Figure 4. There are five different palustrine forested
wetland types and one very small area of excavated wetlants (PUBHx) onsite. Descriptions
and locations of each type follow:
PFO1A- palustrine forested, broad-leaved deciduous, temporarily flooded. There are
two very small areas where the unnamed tributary enters the east parcel, and another larger
area in the northwest area of the west parcel.
PF01 F- palustrine, forested, broad-leaved deciduous, semi-permanently flooded.
There are five very small areas along the banks of the Little River.
PFO1G- palustrine, forested, broad-leaved deciduous, intermittently exposed. There
are two small areas along the Little River.
PFO1/2F- palustrine, forested,, broad-leaved deciduous, needle-leaved deciduous,
semi-permanently flooded. There is one relatively large area in the northern part of the west
parcel,
PFO4A- palustrine, forested, needle-leaved evergreen, temporarily flooded. There
are two areas: one relatively large area in the southeastem part of the west parcel and one
smaller area in the southwestern part of the east parcel.
Q PUBHx- palustrine, unknown hydrology, possibly saturated to permanently flooded,
excavated. There is a very small area on the southwestern border of the west parcel that is
mapped with this designation.
There is one jurisdictional wetland (1.41 acres) on the east parcel, in the
southwestern comer beside the US 117 right-of--way (see Figure 2). It was delineated by
NCDOT and verified by the United States Army Corps of Engineers (USAGE) during the
initial project environmental assessment. No other wetlands occur on the east parcel, as
verified by the USAGE on 10/21/2003.
The jurisdictional wetlands in the west parcel were delineated in 2001 and a
jurisdictional determination was made by the USAGE on November 6, 2001. A total of 10.46
acres of wetlands were delineated in the west parcel, as shown in Figure 2 (Wetland C was
combined with Wetland D after the field work was completed, so Wetland C is not labeled on
(,~ Figure 2). Descriptions of the dominant vegetation in each wetland are in Section 2.2.1. An
additional wetland area in the west parcel (0.25 acres) was delineated by NCDOT during the
initial project environmental assessment, which when combined with Wetlands A-F brings the
total jurisdictional wetland area in the west parcel to 10.71 acres. The total acreage for
jurisdictional wetlands on both east and west parcels is 12.12 acres.
2.2.5 Threatened and Endangered Species
Species with the federal classification of Endangered (E), Threatened (T), or officially
proposed (P) for such listing, are protected under the Endangered Species Act (ESA) of
1973, as amended (16 U.S.C. 1531 et seq.). The Endangered Species Act declares the
intention of Congress to conserve threatened and endangered species and their habitats by
taking actions necessary to ensure that any federally funded action is not likely to jeopardize
the continued existence of such endangered or threatened species or result in the
o

II
destruction of habitat of such species. One federally protected species, the red-cockaded
woodpecker (Picoides borealis), is listed as endangered for Wayne County (January 29,
2003 USFINS list).
The red-cockaded woodpecker (RCW) was officially listed
in 1970 (35 CFR 16047). It is 7 to 8 inches long with a black he
patch and black and white barred back. Males have red markings
be absent or difficult to see at times. Open pine stands with a ~
years, depending on the site, provide suitable nesting habit
palustris) are most commonly used for nesting purposes, but othe
(Pinus elliotir) and pond pine (Pinus serotina) are also acceptable,
are primarily hardwoods or that have a dense hardwood under:
adequate nesting habitat. Foraging habitat is provided in pine an.
years old or older with foraging preference for pine trees 10 inch
well-stocked pine habitat, sufficient foraging substrate can be pry
Roosting cavities are excavated in living pines, and usually in tho:
fungus producing what is known as red-heart disease. The cavity
300 plus years for longleaf, and 62 to 200 plus years for loblolly
cavities in active use have numerous, small resin wells which exu
an endangered species
prominent white cheek
rind the eye, which may
imam age of 80 to 120
Longleaf pines (Pinus
~ecies like loblolly, slash
Anse stands (stands that
y) typically do not offer
~ne hardwood stands 30
or larger in diameter. In
led on 80 to 125 acres.
vhich are infected with a
e ages range from 63 to
other pines. Completed
sap. The birds keep the
sap flowing apparently as a cavity defense mechanism against rat snakes and possibly other
predators. The territory for a group averages about 200 acres, but observers have reported
territories running from a low of around 60 acres, to an upper extreme of more than 600
acres. The expanse of territories is related to both habitat suitability and population density.
Biological Conclusion-The only mature pine trees that existed on the Je
Warehouse mitigation site were in a mixed pine/hardwood community on the west p
and were logged by the previous owner in 2002. The current plant communities on th
are predominantly disturbed areas where logging or agriculture activities have recently
place, therefore there is no habitat on the site. The Natural Heritage Program (NHP) h
recorded sightings of the red-cockaded woodpecker within three miles of the proposed ;
Biological Conclusion-NO EFFECT
The January 29, 2003 USFWS list also includes a category of species desig
"Federal species of concern" (FSC). The FSC designation provides no federal p
under the ESA for the species listed. The presence of potential suitable habitat (,
1999, LeGrand and Hall 1999) within the project area has been evaluated for the
FSC species listed for Wayne County (see Table 2). In addition to the USFWS list,
list includes the yellow lance (Elliptio lanceolate), a state endangered species, as a F
.,.,.,
site
no
as
Table 2. Federal S ecies of Concern in Wa ne Coun
Common Name Scientific Name State Status• Habitat
Refines ue's bi -eared bat Co norhinus refines uii T No
Southern h nose snake Heterodon simus SC Yes
Pinewoods shiner L hrurus matutinus SR Yes
"Neuse" rnadtom Noturus furiosus pop. 1 SC PT Yes
Atlantic pigtoe Fusconaia masoni
--
_ E No

P~nds~ce__.___ _~_ , .... , I _
_..
~rtsca af~strvali.._-. _.,. . __,__
SR T ___.__
L No
'E-Endangered, T-Threatened, SR-Significantly rare, PT-Proposed threatened, SC-Special concern
ll
i

1

t
t

t
According to the latest published NHP database, Ratinesque's big-eared bat and
Mississippi kite (Ictinia mississippiensis), State significantly rare species, were found
' approximately 1.2 and 1.8 miles, respectively, southeast of the project (see Figure 5). No
other rare species were recorded by NHP within three miles of the project.
2.2.6 Cultural Resources and Archaeology
There are no important cultural resources located either within or near the proposed
mitigation site, as determined in the Final Environmental Impact Statement for US 117 From
' US 13 (South of US 70) in Goldsboro to the Proposed US 264 Bypass in Wayne and Wilson
Counties, North Carolina, Federal Aid Project No. DPR-0073(002), State Project No.
8.1330502, T.I.P. Project No. R-1030, approved on July 31, 1997.
' 2.Z.6 Hazardous Waste/Phase 1 Information
The site has been thoroughly searched for visible signs of hazardous waste sources
such as containers, old farm machinery or cars and other potential contaminant-bearing
objects. There is no evidence of any contamination.

1

A search of available environmental records was conducted by Environmental Data
Resources, Inc. (EDR) and summarized in a report that meets the government records
search requirements of ASTM Standard Practice for Environmental Site Assessments, E
1527-00. The mitigation site was not listed in any of the databases searched by EDR. There
were 3 sites within %. to'/: mile of the site that generate, transport, store, treat and/or dispose
of hazardous waste as defined by the Resource Conservation and Recovery Act (see Figure
6). These consisted of two automobile dealerships and the Wayne County School Bus
Garage, which adjoins the site. There were six leaking underground storage tanks identified
within '/. to '/~ mile of the site. They all are located on US 70 (Site A contained two leaking
tanks, so there are only symbols for flue sites in Figure 6). These sites do not pose an
immediate risk of past or present contamination to the site, based on the respective site
histories and their distance from the proposed mitigation site. Based on site reconnaissance
and the documentation of all known sites of concern in the area contained in the EDR report,
hazardous wastes do not pose a risk to the proposed mitigation activities proposed on the
Jeffreys Warehouse Site.
As shown in Figure 6, the entire site lies within a protected water supply watershed,
and the entire site except the southeast comer of the east parcel lies within a critical water
supply watershed. The Intake for the Goldsboro Water Purification Plant is directly
downstream of the site on the Little River. The protection from development and water quality
enhancement that this mitigation project will provide will directly benefit the drinking water
purification process for the City of Goldsboro.
2.2.8 Land Use and Potential Land Use
There are 11 land use/land cover categories mapped within '/: mile of the site (see
Figure 7), as per North Carolina Center for Geographic Information and Analysis Statewide
Land Cover data, from 1996. This land use/land cover data is summarized in Table 3.
Within %-mile of the site, the land use/land cover reflects a relatively undeveloped
state (see Figure 7). High and low intensity developed and cultivated areas account for
approximately 27 percent of the total area. All the other areas are vegetated, except for the
water bodies.
13

t

I-iqure 7: Land Use /Land Cover
Legend
® JALO Property Boundaries ~ Mixed Shrubland
_ Cultivated ~ Southern Yellow Pine
Bottomland Forest/Hardwood Swamps Water Bodies
0 Deciduous Shrubland ~ High Intensity Developed
® Evergreen Shrubland ~ Low Intensity Developed
Managed Herbaceous Cover
Mixed Hardwoods/Conifers

N
W E
8
'~

~~_l 1.
~-
_ fl ~ _L~
Lf ~
_ ~,,, ~~
I~~
~- ~ I
~~ ~~-~ I-
~Ll j~-~ -` _i`
_~ ~ .. J ~ I~, - . f L__
1 I _~ l~ 1 ~~ I I ~ L _ ~~~1. ~ ~
i j. ~~ ~ I J I I ~ ~., ~,
~ ~ /
i U.,,- L _ _I J ~ ~I ~
~ - 1_I u~ z
I '. ~~ _I~ I~ °~
I~
Q LW L'1
~ f-- -l. I I ~ W I ~ IQ ~ Q 1 L-
r r~ ~ ~ ~!~ a~~
~ . ~ _ l~ L~
~~
~ >>7
0 0.5 1

Y
^i

According to North Carolina Census Bureau data, Wayne County had a population of
113,844 in 2002. The population increase from 1990 to 2000 was 8.3%. The population
increase for North Carolina over the same time period was 21.4%. The population of
Goldsboro in 2000 was 39,043, a decrease of approximately 4.3 percent from the 1990
population of 40,709.
Wayne County's growth was only approximately 39% of the rate of growth for the rest
of the state and Goldsboro's growth rate for the last decade of the 20~' century actually
declined by approximately 4%. The site is also totally in the Protected Water Supply
Watershed and most of the site is in the Critical Water Supply Watershed. Accordingly, the
potential for growth and development around the site, when coupled with the development
restrictions placed on the Water Supply Watersheds, is low.
Tablo 3. Land Use/Land Cover Data Summa
Cate o Acres Percent of Total
1-Bottomland Forest/Hardwood Swam s 279.0 22.6
2-Cultivated 88.6 7.2
3-Deciduous Shrubland 48.0 3.9
4Ever reen Shrubland 228.1 18.5
5-Hi h Intensi Develo ed 115.4 9.4
6-Low Intensi Develo ed 129.4 10.5
7-Mans ed Herbaceous Cover 127.1 10.3
8-Mixed Hardwoods/Conifers 68.6 5.6
9-Mixed Shrubland 11.4 0.9
10-Southern Yellow Pine 105.6 8.6
11-Water Bodies 31.2 2.5
TOTALS 1,232.6 100.0
3. Stream Mitigation Site Assessment
The stream restoration plans for the Jeffreys Warehouse Mitigation Site were
developed using Rosgen's natural channel design approach. In this approach, a watershed
analysis and existing conditions survey are conducted for the stream channel to be restored,
and a reference reach that is within the same physiographic province as the restored channel
is surveyed to provide data and guidance for channel design. This process is discussed
below and in Section 6.1.
3.1 Stream Channel Existing Conditions and Rosgen Classification
A field study was conducted on the Jeffreys Warehouse site in order to assess
general site and stream channel conditions. Site topographic information, as well as existing
stream channel morphological characteristics, were assessed.
Within the restoration site, the stream channel has been conspicuously straightened
(or channelized) as a result of previous agricultural activities, and consequently, has very low
sinuosity. As a result of channelization, the average water surface slope was increased as
the stream channel's linear footage was decreased, which increased shear stress within the
channel. The increased shear stress caused the channel to incise into its existing bed until it
reached a critical depth. After it reached this critical depth, in order to dissipate energy, the
channel has migrated laterally, eroding its banks. In its current state, the channel's bankfull
stage is well below the top of the existing stream banks. Thus, bankfull flows are confined
16

0
within the channel, exerting continued stress on the stream banks, exacerbating channel and
_ bank instability.
A representative riffle was surveyed within the existing channel, yielding an
approximate bankfull cross-sectional area of 11.0 ft.2 (see Appendix A). Due to highly
modified and unstable channel conditions, bankfull indicators were inconsistent and difficult
to identify. In the vicinity of the surveyed cross-section, it was apparent that the channel was
actively building benches adjacent to the toe of both the right and left bank. However,
bankfull indicators (scour lines, etc.) were present at a higher elevation than the top of the
benches, indicating that the benches were still actively building and were not yet at bankfull
stage.
A reach-wide pebble count was conducted to assess channel substrate and provide
information for channel classification. As is the case with many channels in the coastal plain
a physiographic province, sand dominated the channel substrate. The d~ (median particle size
of the channel substrate) was 0.5 mm (coarse sand). The largest particle encountered (the
d,~) was fine gravel (5.7-8 mm). The d~ was 1.0 mm (very coarse sand).
The existing channel's bankfull width to average bankfull depth ratio is approximately
21. Its entrenchment ratio (flood prone width, i.e. the width corresponding to twice the
maximum bankfull depth, divided by bankfull width) is 1.6 (see Table 4 for additional
information). These parameters, coupled with an average channel slope of 0.0033 and a d~
of 0.5 mm indicate that the channel is an F5 stream type per Rosgen classification. F-type
channels are generally considered unstable and highly vulnerable to bank erosion.
3.2 Hydrology
3.2.1 Drainage Area and Discharge
The drainage area of the stream channel in the eastern parcel upstream of the
confluence of Ditch D is approximately 0.68 mil. Downstream of the confluence, the
drainage area is approximately 0.76 mil.
The stream channel is not gaged by the North Carolina Geologic Service (NCGS) or
United States Geologic Service (USGS). Therefore, in order to estimate stream channel
discharge in the project area, draft hydraulic geometry relationships for the coastal plain
developed by The North Carolina SUeam Restoration Institute (NCSRI, unpublished) were
used as a guide. For watersheds with drainage areas of approximately 0.68 mi.2 to 0.76 mi.2,
bankfull discharge is estimated at 12.5 cfs (cubic feet per second).
3.2.2 Flood Frequency and Water Surface Elevations
Since the stream channel is not gaged by the USGS or NCGS, historical stream
stage data is not available and flood frequency is not known. However, as discussed in
Section 3.1, existing conditions cross-sectional survey data indicated that the flood prone
elevation (the elevation corresponding to twice the maximum bankfull depth) is confined
within the banks of the existing channel. Consequently, bankfull (the incipient point of
flooding in stable channels) flows are confined within the existing stream banks, limiting the
flood frequency and underscoring the need for restoration.
The overall average slope of the existing channel, based on thalweg elevation, is
0.0033. Thalweg elevation was used rather than water surface slope to avoid any influence
beaver activity may have had on the water surface elevation on the lowest reaches of the
17

0
stream. Average water surface slope was measured in representative reaches upstream of
the Highway 117 alignment (0.0028) and downstream of the alignment (0.0002), where the
Q slope flattens considerably. Additional existing conditions channel morphological information
is discussed in Section 3.1 above, and summarized in Table 4.
3.3 Hydraulics
3.3.1 Shear Stress and Entrainment
Shear stress can be used to estimate a channel's ability to entrain a certain size
particle given various hydraulic geometry parameters. Shields (1936, cited in Rosgen 1996)
described shear stress as the product of the specific weight of water, the channel's hydraulic
radius, and the channel slope, shown in the equation below:
Shear Stress = YRS
Where Y = 62.4 Ibs/ft3 (specific weight of water),
R =hydraulic radius (bankfull cross-sectional area divided by wetted perimeter)
S =average water surface slope
Upstream of the US 117 alignment, with a hydraulic radius of 0.68 ft. and average
water surface slope of 0.0028, the shear stress of the existing channel is 0.12 Ibs/ftz. Using
the curve developed by Leopold, Wolman, and Miller {1964) and cited in Rosgen (1996), a
7.5-mm sized particle would be entrained by the shear stress exerted by the upstream
portions of the existing channel. Downstream of the US 117 alignment, where channel slope
was measured at 0.00022, the shear stress is 0.009 Ibs/ftz, which is capable of entraining a
0.9-mm sized particle.
3.3.2 Stream Power
Stream power is traditionally defined as the product of shear stress (as displayed in
the equation in Section 3.3.1 above) and average channel velocity as shown in the equation
below (Rosgen 1996):
Stream Power = YRSu
Where Y = 62.4 Ibs/ft3 (specific weight of water),
R =hydraulic radius (bankfull cross-sectional area divided by wetted perimeter)
S =average water surface slope
u =average channel velocity (bankfull discharge divided by bankfull cross-sectional
area
Upstream of the US 117 alignment, with a shear stress of 0.12 Ibs/ft.2 and average
t.~l velocity of 1.14 ft/s (calculated using the bankfull discharge estimated from the coastal plain
draft hydraulic geometry relationships divided by bankfull cross-sectional area), the existing
channel has a stream power of 0.14 Ibs/ft. s. Downstream of the US 117 footprint where
channel slope is much flatter, the existing channel's stream power is 0.01 Ibs/ft.•s.
3.3.3 HEC-RAS
A preliminary hydraulic analysis of the proposed channel has been performed utilizing
the USACE HEC-RAS (ver. 3.0.1) program. The results are included in Appendix B. The
discharge values used in the analysis were computed using the draft hydraulic geometry
~j 18

0
D
relationships for the coastal plain developed by The North Carolina Stream Restoration
Institute (NCSRI, unpublished) for the bankfull event and NRCS WinTR-55 (ver.1.00.00) for
the 1-yr. and 2-yr. events (see Appendix B). In the HEC-RAS output, profile "PF1" analysis
is for the bankfull discharge of 12.5 cfs, profile "PF2" is for the 1-yr. discharge of 73 cfs, and
profile "PF3" is for the 2-yr. discharge of 124 cfs. The discharge for the 1-year storm
exceeds the bankfull discharge due to the highly developed nature of the stream's
watershed, and the large area of impervious surface upstream (approximately 20% of the
watershed). The resulting shear stresses and stream power are consistent with those
presented in sections 3.3.1 and 3.3.3. The water surface elevations indicate the bankfull
discharge used in the analysis is close to the actual bankfull discharge.
~F] 4. Wetland Mitigation Site Assessment
,~ Wetland mitigation site assessment work that has been completed on the east and
west parcels includes wetland delineation and agency verification, vegetation community
documentation, topographic survey of the agricultural fields, potential wetland restoration
area soils mapping and verification by the USACE and drainage ditch system analysis.
4.1 Potential Wetland Restoration Area Mapping and Verification
Potential wetland restoration areas are those that have a soil profile where a chroma of 2
or less is present within the upper 12 inches of the soil surface. The areas where soils with
these characteristics occur were delineated and are shown in Figure 2. The USACE verified
these areas on 10/21/03 on the east parcel. The USACE reviewed the potential wetland
restoration area soils on the west parcel on 11/6/2001, when the jurisdictional determination
was done on the wetlands there. There are approximately 26.4 acres of potential wetland
restoration on the east parcel and 1.4 acres on the west parcel. There is also a 0.95-acre
potential wetland enhancement area near Ditch G. The potential wetland restoration area
soils on the east parcel include areas mapped as Lumbee, Myatt, Nahunta and Johns soils.
The potential wetland restoration area soils on the west parcel include areas mapped as
Johns and Wickham soils. The soils in the potential wetland restoration areas generally had
a surface layer of 1-10 inches with a 3-4 chroma and a sandy loam texture. Below this layer
eras a 2 chroma layer, and the clay content generally increased with depth to approximately
18-24 inches.
4.2 Current Hydrology Drainage Ditches and Water Budget
The hydrology and the hydroperiod in the potential wetland restoration areas of the
agricultural fields is directly influenced by precipitation and groundwater (inflows) and the
impact of the drainage system on precipitation infiltration and groundwater (outflows). Since
no groundwater gauge data is available at this time, the effect of groundwater on the site's
hydrology is indeterminate (NCDOT will install groundwater gauges in the potential wetland
restoration areas to document groundwater elevations). The ditch system was created to
lower the water table in areas where required for agricultural production, and in the case of
Ditch F, to convey stormwater and drainage through the site and into the creek.
The water budget for the site is included in Appendix C. It was deliberately constructed
to generate a conservative estimate of the monthly surplus of water on the site. For wet
years, the water budget estimates that there will be a surplus of water from January through
April. For normal and dry years the budget predicts a surplus from January through March.
_ The growing season begins on March 7 and continues through November 20 (258 days). If
there is surplus water from March 7 until the end of the month (25 days), then there will be a
surplus for approximately 10% of the growing season. Using this conservative estimate, even
19

y
in normal to dry years, there should be adequate excess moisture to create soil saturation in
the upper 12 inches for periods of at least 13 days (5% of the growing season), if not longer.
5. Riparian Buffer Mitigation Site Assessment
The length of stream to be restored is approximately 2,850 feet. There is very little
existing buffer present on the stream, as described in Section 2.1.1. From where the stream
enters the site to the point where stream restoration is proposed (approximately 350 feet),
the buffer along the stream is narrow (10-20 feet wide) and cannot be widened due to
property line constraints. This section of buffer will not be altered and no buffer mitigation is
proposed there. The remainder of the existing channel has less than the required 100 trees
per acre greater than 5 inches diameter breast height or shrubs greater than two feet tall in
all areas except the section of channel on the west parcel that flows northwest along the
woods line, approximately 700 feet. As described in Section 2.1.1, the left bank of the
stream supports a jurisdictional riparian buffer that will be lost due to channel movement for
stream restoration. This amounts to 0.80 acres of buffer.
Approximately 11.5 acres of existing buffer will be preserved along the southern bank
of the Little River, in the Critical Water Supply Watershed area of the site. This area includes
the 50 foot-wide jurisdictional buffer (2.5 acres) plus additional existing buffer (9 acres) that
extends 200-300+ feet beyond the 50-foot jurisdictional buffer.
The net buffer gain from stream restoration across the site is calculated in Table 5.
6. Mitigation Plan
6.1 Stream Restoration Plan
The natural channel design process was used to design a stable stream channel
using reference reach survey data, information obtained from the watershed analysis, and
the existing channel conditions survey. The designed channel will branch off from the
existing channel just downstream of the existing aerial sewer line crossing (see channel plan
sheets), flow through the culvert under US 117, and reconnect to the existing channel above
the jurisdictional wetland areas in the western parcel. Where abandoned, the existing stream
channel will be tilled with excavated material in order to create riparian wetlands and
enhance amphibian and other wildlife habitat. The channel restoration plan is discussed
below.
6.1.1 Reference Reach
An essential part of the natural channel design process is the selection of a reference
reach to provide stream morphological information to guide the design process. The
reference reach should be in the same physiographic province, have similar substrate, and
have the same Rosgen channel classification as the designed channel for the stream to be
restored.
For the Jeffreys Warehouse stream channel restoration effort, a reference reach was
found in Craven County, NC. The channel is asand-bottom, low-gradient, E-type channel
(with a C classification in some short sections) typical of the coastal plain. Please refer to
Table 4 for a list of reference reach morphological parameters.
6.1.2 Rosgen Classification of Design Channel
Based on the relatively low proposed channel slope, various site attributes, reference
reach data, and hydraulic analyses, a designed high width-to-depth ratio E-type channel is
Q 20

0
best suited for the Jeffreys Warehouse site. Rosgen natural channel design principles state
that if construction of a restored E channel will disturb existing site vegetation, as in the
Priority II design proposed for this site, then it is generally considered advisable to set the
designed channel's width-to-depth ratio at 12 or slightly above, which is characteristic of a C-
type channel. This strategy is recommended based on past experiences with bank erosion
problems on low width-to-depth channels. The proposed higher width-to-depth ratio design
will allow for construction of channel banks that are somewhat lower and less steep than
channel banks normally characteristic of E channels. This decreases the risk of eroding the
banks before woody vegetation roots can establish and stabilize the soil. When vegetation
stabilizes stream banks, past experience has shown that the channel geometry will subtly
adjust, and the width-to-depth ratio will drop below 12 into the characteristic E-type channel
range. Therefore, the Rosgen classification for the designed channel is an E5 with awidth-to-
depth ratio of 12. Refer to Table 4 for a list of design channel morphological parameters.

Table 4. Rosgen Stream Channel Parameters
Paramter Referenco
Roach Existing
Channel Proposed
Channel
Ros en channel a E5 F5 E5
Draina a area mi. 0.38 0.68-0.76 0.68-0.76
QBKp cfs 8.3 12.5 12.5
ABKF -riffle ft. 6.5 11.0 12.0
ABKF - ool ft. 6.2-11.3 15.6
WBKF ft. 7.1 14.7 12.0
dsKF ft. 0.9 0.7 1.0
Avera a bankfull slo e S 0.0012 0.0033 0.002
W:D ratio 7.9 21.0 12.0
H draulic radius R ft. 0.73 0.68 0.86
D~ mm 0.25 0.5 0.5
Shear Stress Ibs/ft. 0.055 0.009-0.14 0.11
Particle size entrained by shear stress
mm 4.0 0.9-8.9 7.1
Stream Power Ibs/ft.•s 0.07 0.01-0.14 0.11
Entrenchment ratio ~/WgKF 14 1.6 4.9
W 102 24 59
Bank Hei ht Ratio OB/BKF 1.0 2.0 1.0
Sinuosi K 1.6 1.6
R~ ratio radius of curvature/WeKF 0.5-3.0 z 2.0
"not m©asured
6.1.3 Restoration Reach
As noted above, an E-type channel with a high width-to-depth ratio was designed for
the stream restoration effort. Based on draft NCSRI coastal plain hydraulic geometry
relationships, the watershed analysis, and existing conditions survey data, bankfull cross-
sectional area tivas designed to be 12.0 ft.2. As the channel experiences varying flows,
including bankfull flows, and streamside vegetation establishes following construction, the
cross-sectional area will likely adjust slightly as the stream banks accrue deposited material,
decreasing the channel's width-to-depth ratio to a value below 12, which is within the
characteristic E-type channel range.
~~
21

An approximate 23.5 ft. wide bankfull bench will be excavated along both sides of the
channel, yielding an entrenchment ratio of approximately 4.9. Average bankfull slope for the
designed channel is 0,002. Channel sinuosity (stream length divided by valley length) is 1.6.
In order to avoid potentially excessive near bank stress on the outsides of meander bends,
the radius of curvature to bankfull width ratio will not exceed 2.0 in any bend.
6.1.4 Stream Power/Sediment Transport
With an average bankfull slope of 0.002, using the equation presented in Section
3.3.1, the design channel's shear stress will be 0.11 Ibs/ftz. Using the curve developed by
Leopold, Wolman, and Miller (1964) and cited in Rosgen (1996), a 7.1-mm sized particle can
be entrained by the shear stress exerted by the design channel. The existing channel shear
stress values range from 0.009 Ibs/ftz in the lower, flatter reach to 0.14 Ibs/ftz in the steeper
upper reach, and are capable of entraining particles sizes of 0.9-mm and 8.9-mm,
respectively. Excessive sediment aggradation was observed in the existing channel's flatter,
lower reach where average water surface slope was measured at 0.00022. Sediment
aggradation was also observed in flatter portions of the upper reach. In order to prevent
aggradation, the restored channel's dimensions and slope were designed to achieve shear
stress and stream power higher than existing values in the flat lower reach, yet lower than
values in higher slope portions of the upper reach. Doing so will help to ensure stream
competence to prevent sediment aggradation and bar formation in the restored channel while
buffering against any potential vertical instability as a result of excessively high shear stress
values. The restored channel's bed will also be sufficiently stabilized with rock cross-vane
grade control structures to ensure vertical stability.
f Using the equation presented in Section 3.3.2, the stream power of the existing
F stream was calculated at 0.01-0.14 Ibs/ft•s..Using the same relationship, the design channel
stream power will be 0.11 Ibs/ft•s.
6.1.5 Grade Control Structures and Bank Stabilization Measures
Although the design stream channel gradient is low, urbanization and the presence of
a high percentage area of impervious surfaces in the upper portions of the watershed
underscore the need for channel grade control. Thus, the constructed channel's grade will
be controlled with several cross-vane structures. Please refer to the plan sheets in Appendix
D for additional information, including the proposed locations of all grade control structures
and construction details.
A combination of root wads, log vanes and rock vanes will be installed along outside
bends in the channel to provide habitat and stream bank stability (see Appendix D). Root
wad structures will be utilized based on suitable root wad material availability on site.
All constructed channel stream banks will be matted with coir fiber matting. Areas
immediately adjacent to the stream banks will also be live staked with silky dogwood (Corpus
amomum) and black willow (Saiix nigra) to enhance bank stability as well as to provide
channel shading and enhanced habitat. Live stakes will be planted on four-foot centers
(2,722 stakes/acre). The remainder of the bankfull bench area will be planted with bare root
seedlings as shown on the plan sheets.
6.1.6 Salem Church Road Culvert Outfall Stabilization
The culvert located beneath Salem Church Road discharges into the existing channel
approximately 2.5 ft. above the stream bed. This abrupt drop creates substantial bed scour
below the culvert.
22

0
In order to stabilize the culvert's outfall, apre-formed scour hole and an armored
step-pool system will be constructed immediately below the culvert. The armored step-pool
system will consist of a series of closely spaced rock cross-vanes downstream from the
scour hole. The installation of the cross vanes will effectively raise the elevation of the
stream channel bottom to the invert of the culvert, dissipate stream energy downstream from
the culvert, and provide grade control. Please refer to the attached plan sheets for additional
information.
~{ 6.2 Wetlands
~j The USACE determined on 10/21/03 that any jurisdictional wetlands resulting from
mitigation efforts such as filling or plugging ditches (non-riverine wetlands) will be considered
restoration. Also, the wetlands adjacent to the stream in the bankfull bench area will be
considered riverine wetlands. DWQ has commented that the areal extent of the restored
non-riverine wetland areas will be determined by using groundwater gauge data collected
during the monitoring period. At this time an estimate of 50% of the Potential Non-Riverine
Restoration Total Areas for the East and West Parcels is projected to meet hydrologic and
vegetative success criteria for planning purposes (See Table 5, next pagQ).
6.2.1 Proposed Conditions
On the east parcel, Ditches A, B and E will be filled to reduce site drainage. Ditches C
and D will remain open to prevent potential hydrologic trespass on neighboring parcels.
On the west parcel, Ditch G will be plugged to enhance the hydroperiod of potential
enhancement wetlands in the 0.95-acre area adjacent to it.
The site will be ripped and disked to enhance microtopography and to break up any
relict artificial drainage patterns across the field chat were made during agricultural use.
The Nonriverine Wet Hardwood Forest community, as described by Shafale and
Weakley (1990) will be used as a guide from which to choose woody species to be planted in
the non-riverine potential wetland restoration areas, based on availability. Those species will
include a mixture of swamp chestnut oak (Quercus michauxi~), cherrybark oak (Q. pagoda),
laurel oak (Q. laurifolia}, swamp tupelo (Nyssa sylvatica var. biflora), and willow oak (Q.
phellos).
The bankfull bench riverine wetland areas will be planted, based on availability, with
native species following the Coastal Plain Small Stream Swamp (Blackwater Subtype) and
the Coastal Plain Bottomland Hardwoods (Blackwater Subtype), as described by Shafale and
Weakley (1990). Those species will include a mixture of laurel oak (Q. laurifolia), overcup
oak (Q. lyrata), willow oak, (Q. phellos), water oak (Q. nigra), swamp chestnut oak (Q.
michauxi~), and river birch (Betula nigra). Trees will be planted on eight by eight spacing for a
total of 680 trees per acre.
Since the area around Ditch G is already vegetated with bottomland hardwood
species, no trees will be planted there. The ditch will be plugged, not filled, to avoid
disturbing existing vegetation. This area is proposed for enhancement credit only.
6.3 Riparian Buffers
There are 2,475 feet of proposed stream restoration on the east parcel and 957 feet
on the west parcel. These lengths of stream restoration will generate 5.68 acres and 2.2
acres of riparian buffer restoration respectively. As described in Section 5, only
23

a roximately 0.80 acre of jurisdictional buffer in the west parcel will be lost as a result of
PP
moving the existing stream channel for restoration purposes. The net gain in riparian buffer
restoration will be 7.08 acres. Additionally, approximately 2.8 acres of jurisdictional riparian
buffer will be preserved along the south side of the Little River. Additional existing buffer that
extends beyond the 50-foot jurisdictional buffer for 200-300+ feet will also be preserved (9
acres).
7. Stream, Wetland and Riparian Buffer Mitigation Summary
TabIQ 5 summarizes the proposed potential stream length, wetland mitigation area
and buffer mitigation area quantities.
The number of linear feet of stream restoration and the number of acres of wetland
mitigation achieved will be adjusted during the monitoring period to reflect site conditions and
jurisdictional performance after the site is built.
~'

f:l
0
i~
'At this time an estimate of 50% of the Potential Non-Riverine Restoration Total Areas for the East and West
Parcels ar© projected to meet hydrologic and vegetative success criteria for planning purposes, as computed and
presented in the next row of the table.
Table 5. Summary of Potential Stream, Wetland and Riparian Buffer Mitigation
Quantities
Stream
East Parcel I West Parcel I TOTALS
Ros en Priori II Restoration 2,475 957 3,432
_ _
Wetland
East Parcel ac West Parcel ac
Potential Non-Riverine Restoration Total
Area (26.44) (1.42) (27.86) ,
Assumed 50% Success of Non-Riverine
Restoration Total Area 13.22 0.71 13.93 '~
Riverine Restoration 2.3 0.8 3.1
Enhancement 0.95 0.95
Preservation 1.41 10.71 12.12

Ri avian Buffer
East Parcel ac West Parcel ac
Existin Alon Stream 0 0.8 0.8
Restoration 5.7 2.2
Net Buffer Restored 5.7 1.4 7.1
Preservation Along Little River
(south side onl *" 2.8 2.8
"'Additional buffer extends beyond the jurisdictional buffer for 200-300+ feet for approximately 1,600 feet along
the river (9 acres).
~~

0
a 8. Monitoring Plan
8.1 Stream
The stream will be monitored using the criteria set forth in the Stream Mitigation
Guidelines document issued by an interagency team of the USACE, Environmental
Protection Agency, N.C. Wildlife Resources Commission and N.C. Division of Water Quality
in April, 2003. Monitoring Level I procedures, as set forth in the document, will be followed.
8.2 Wetlands
Subsurface groundwater elevation in the riverine and non-riverine wetland areas will
be continuously monitored by groundwater gauges strategically located across the site to
provide thorough coverage. Hydrologic performance/success for wetlands is based on the
Corps of Engineers Wetlands Delineation Manual (1987) requirement that the soil must be
saturated within 12 inches of the surface for 12.5% of the growing season or 32 continuous
days. Periodic overbank flooding will be documented using surface water gauges in the
riverine wetland restoration areas (bankfull bench areas). A potential wetland reference site
is located on property owned by James Jeffreys, approximately one mile upstream on the
Little River. If this site is not approved by the USACE, another suitable wetland reference will
be found and monitored.
Vegetation will be monitored using four or five 50-foot x 50-foot plots. Total tree
density by species will be recorded in each plot and averaged across the site. Success
criteria is 320 planted stems/acre survival after 3 years and 260 planted stems/acre after 5
years.
An annual monitoring report will be prepared summarizing hydrologic and vegetation
survival data for the site.
9. Final Dispensation of Property
NCDOT currently owns the property. At the end of the monitoring period the property
will be placed under a conservation easement and will be transferred to a government entity
or non-profit conservation organization capable of holding and managing the site for
conservation purposes. The USACE will be notified of the identity of the organization
accepting the property, for approval before the land is transferred.
10. References
Doll, B. A., et al. (unpublished). Hydraulic Geometry Relationships for Rural North Carolina
Coastal Plain Streams. North Carolina Stream Restoration Institute, Raleigh, NC.
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual,
Technical Report Y-87-1, US Army Engineer Waterways Experiment Station,
Vicksburg, MS.
Rosgen, Dave. 1996. Applied River Morphology. 2"d ed. Wildland Hydrology: Pagosa
Springs, CO.
0
Schafale, Michael P. and Alan S. Weakley. 1990
of North Carolina, Third Approximation.
Division of Parks and Recreation, N.C.
Natural Resources.
. Classification of the Natural Communities
North Carolina Natural Heritage Program,
Department of Environment, Health and
2~

0
U.S. Army Corps of Engineers, U.S. Environmental Protection Agency, N.C. Wildlife
Resources Commission, N.C. Division of Water Quality. April 2003. Stream Mitigation
Guidelines.
USDA, SCS. 1974. Soil Survey of Wayne County, North Carolina. US Government Printing
Office.
0
26

1
1FFLE C ~~~~ ~'I~

Cross-Section approximately 300 ft. up~lr~am cf US 117 R~fila ---
35.5
95
9-3.5
93
0 93.5
~ 93
w 92.5
92
91.5
91
~ ~
ti.~~d
;' ; i
~ i
~ j
-----•-------- --- _-- -- - -- r------ -- _- ___
-- -
I
i i
j
_ ( ~ i
----- -----,, ___-._ .-- __ - __. - _ 1 _ ._. _ __
I ~ I I
0 5 10 15 20 25 30
Width from River left to Right (I1)
section: = :~ 1 • M
Riffl©
description: ,~ ~ ~ ~,- -
Irr:i ht of (n_~trument fi : ~ ~;_~ ~
omit di:,tanco FS
nog :z
-a-.,-~ t. II~' ft elovation

,~,
~ ,
~ ..~.. t- ~
94.63
I ~
:-~ ~ ~.rst
:- 11' ;,~ r . ~
~- ~- 95
~M~. .} - j t~~t
~ f' 94.19
I•~ t ;~
~ ~
_ ,
? ~r 93.3
.
_,~~ ~:~-~ ' ~
~~~~~ ~ 93.02
~, ~
~_ _ y k~~~; ~. ~ . 92.94
a-h ~ ;` 1 • :
,~
- 92.63
tt,~ - '' 92.76
,~~, ~,_ r ~
,~a r
~- 92.56
~ ' ` ~ 91
76
•~~!-
•e
3 : 'r
i~.»
. r .
.
r.
t~
'1.~
>.w .
' .
-
,~~: -~.~
.,..t Sara,,..
91.65
h
r :~,l~.E~t
„ . ~ ~ ,~„_ ~.
~ : -,--.~~r ~ ~ _
~ 91.94
92.37
~ ~ ~
--a~ :
~
~ ~ ,, r,, ,, ,
~.
E ~~ x

~ 92.77

92.91
a~~LL

~. ~'
`~
= 93.06
93.46
-
~~
es:€
fi
4i
~ , ~_ -i1: - ~
4 94.99
~
c
~
.~ ~s
~
~` . 94.79
~:
i ~:t I :z `-'
t~:ilr;ft,;:l t~'+) Gt t?: R l
+f. •v. _ .. _ _
=~T 93.3f . ~~-
35 40 45
i ~,t~ a ~ ~'
c1 ,r;r :I f.7ann1
~ _~1 t _:~.,, - .f1,

11.0 x-~oction area 0.7 d mean
14.7 width 15.5 wot P
1.6 d max 0.7 h d radi
0.0 bank ht 19.7 w/d ratio
0.0 W flood rono area 0.0 ent ratio
~... ..~-.~..3~.. ~..-... w _... -,. rn~ ~_~.
~1r ~~.4 ,.iEiilc
0.0 veloci ft/sec
0.0 discha o rato, Q cfs
0.00 shear stre~.; Ibslit s
0.00 shear veloci itlsec
0.000 unit stream o•:rcr Ib ;/ft/sec
0.00 Froudo number
0.0 friction factor u/u•
c3:A threshold drain sizo mm
,,h:;:;i; treni cr,..r,n t n,..,~_,.<I -" ~`_.~~ _~,..~..~~
0 measured D%bi mm
0.0 relativo rounflness 0.0 fric. factor
0.000 h4anninrl's n from channel material

~ ~.
t
,~
~~

~I
G

'~
Ci
~I
~I
~!
LI
~~~

APP 11
H EC-RA A `~'
~~~~~~
J

~° sii ®~ ®t/°h1f~`e1

(~For~e~rB~ .le~ffu~e~'s C4t9~a~~~uoaas~ L~p~a~~o~3fD
(~0~f~L~~~`
~~ ` ~~0
~~- ~,~~~~a~
September 14, 2004

PeakQ.TXT
RK&K 7AL0 STREAM - US 117
• STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
watershed Peak Table
Sub-Area Peak Flow by Rainfall Return Period
or Reach 2-Yr 5-Yr 10-Yr 50-Yr 1-Yr
Identifier
------------ (cfs)
-------- (cfs)
------------- (cfs)
-------- (cfs)
----- (cfs)

SUBAREAS ------- -----------------------------
TOTAL 124.12 248.43 356.12 579.18 73.43
REACHES
OUTLET 124.12 248.43 356.12 579.18 73.43
METRIC(cros) 3.514 7.035 10.08 16.40 2.079
Page 1

RK6K JALO STREAM - US 117
STREAM RESTORATION HYDROLOGY
Wayne County, tJorth Carolina
Hydrograph Peak/Peak Time Table
Sub-Area Peak Flow and Peak Ti:t;e (hr) by Rainfall Return Period
or Reach 2-Yr 5-Yr 10-Yr 50-Yr 1-Yr
Identifier (cfs) (cfs) (cfs) (cfs) (cfs)
(hr) (hr) (hr) (hr) (hr)
----------------------------------------------------------------------------------
SUBAREAS
TOTAL 124.12 248.93 356.12 579.18 73.43
13.05 13.02 12.95 12.93 13.11
REACHES
OUTLET 129.12 248.43 356.12 579.18 73.43
t4inTR-55, '/ersion 1.00.00 Page 1 9/14/2004 1?:97:28 P:9

WinTR-55 Current Data Description
--- Identification Data ---
User: RKSK Date: 9/14/2009
Project: JALO STREAM - US 117 Units: English
SubTitle: STREAM RESTORATION HYDROLOGY Areal Units: Acres
State: North Carolina
County: Wayne
Filename: C:\Documents and Settings\hwoodall\Application Data\WinTR-55\JaLoTota1.w55
--- Sub-Area Data ---
Name Description Reach Area(ac) RCN Tc
------------------------------------------------------------------------------
TOTAL Entire Drainage Area Outlet 432 63 1.35
Total area: 932 (ac)
--- Storm Data --
Rainfall Depth by Rainfall Return Period
2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1-Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.9 5.1 6.0 7.0 7.7 8.7 3.3
Storm Data Source: Wayne County, NC {NRCS)
Rainfall Distribution Type: Type III
Dimensionless Unit Hydroqraph: <standard>
RK6K JALO STREAM - US 117
STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
Storm Data
Rainfall Depth by Rainfall Return Period
2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1-Yr
(in) (in) (in) (in) (in) (in) (in)
--------------------------------------------------------------------------------
3.9 5.1 6.0 7.0 7.7 8.7 3.3
Storm Data Source: Wayne County, NC (NRCS}
Rainfall Distribution Type: Type III
Dimensionless Unit Hydroqraph: <standard>
RKbK JALO STREAM - US 117
WinTR-55, Version 1.00.00 Page 1 9/14/2004 12:48:24 PM

STREAP2 RESTORATION HYDROLOGY
Wayne County, North Carolina
watershed Peak Table
Sub-Area Peak cc^low by Rainfall Return Period
or Reach 2-Yr 5-Yr 10-Yr 50-Yr 1-Yr
identifier
------------ (cfs) (cfs)
-------------------- (cfs)
--------- (cfs) (cfs)
-----------------------------------------
SUBAREAS
TOTAL 124.12 248.43 356.12 579.18 73.43
REACHES
OUTLET 124.12 298.43 356.12 579.16 73.43
RK6K JALO STREAM - US 117
STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
Hydrograph Peak/Peak Time Table
Sub-Area Peak Flow and Peak Time (hr) by Rainfall Return Period
or Reach 2-Yr 5-Yr 10-Yr 50-Yr 1-Yr
Identifier (cfs) (cfs) (cfs) (cfs) icfsy
(hr) (hr) (hr) (hr) (hr)
----------------------------------------------------------------------------------
SUBAREAS
TOTAL 124.12 248.43 356.12 579.18 73.93
13.05 13.02 12.95 12.93 13.11
REACHES
OUTLET 124.12 248.43 356.12 579.18 73.43
RKbK JALO STREAM - US 117
STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
Sub-Area Summary Table
Sub-Area Drainage Time of Curve Receiving Sub-Area
Identifier Area Concentration P7u:::ber Reach Description

----------- (ac)
----------- (hr)
------------

TOTAL
432.00 ---------------------
1.350 63 Outlet -------------------------
Entire Drainage Area
Total Area: 932 (ac)
RKbK JALO STREAM - US 117
WinTR-55, Version 1.OO.CO Page 2 9/14/2004 12:48:24 2:1

STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
Sub-Area Time of Concentration Details
Sub-Area Flow Mannings's End Wetted Travel
Identifier/ Length Slope n Area Perimeter Velocity Time

------------ (ft)
---------- (ft/ft)
--------
------------ (sq ft)
--------- (ft)
------------ (ft/sec)
---------- (hr)
-------
TOTAL
SHEET 100 0.0050 0.150 0.258
SHALLOW 2000 0.0060 3.9 0.445
CHANNEL 2600 0.0070 0.040 11.00 15.50 2.982 0.291
CHANNEL 3900 0.0080 0.040 11.00 15.50 2.653 0.356
Time of Concentration 1.35
RK6K JALO STREAM - US 117
STREAM RESTORATION HYDROLOGY
Wayne County, North Carolina
Sub-Area Land Use and Curve Number Details
Sub-Area Hydrologic Sub-Area Curve
Identifier Land Use Soil Area Number

---------------------
------------------------
------- Group
------------ (ac)
-----------
-----
TOTAL Industrial A 17 81
Industrial 8 55 88
Industrial C 8 91
Residential districts (1 acre) A 21 51
Residential districts (1 acre) B 139 68
Woods (fair) A 96 36
Woods (fair) 8 67 60
Woods (fair) C 10 73
Woods (fair) D 19 79
Total Area / Weighted Curve Number 432 63
WinTR-55, Version 1.00.00 Page 3 9/14/2004 12:48:29 PM

u
C~

C
ri
n
[]

'~
'o
O
.~
i~
...
m
~~
Q
M
'~O~
Q
.~
M
Oq
V
-'ri
(V
_~
{=1
.,~ _ .
`;~ .. a _
~ _ - ~- ~o
..~ ~ ~ '
.... ~
i i ~ ~ a, ~ oa
'_ ~ t
_ ~- t `,- i ~~ i
` ' r }'
q i ' ~ - g
~. Ill i ~:.~ ~ _ ~
! ~
' t ~ t~ ~ 1A ~
~, •~ s _ _
if.
,..,a
I ~' 11, ~ 1
~ I ~ f { ~ ~ ~ ~ ~ 1
! i_i t- _ _
I I t s~ t
1 ~ ~ t `ii _
~ •~.
gyp}

.
Y
O ~
~

~ _ pX
ap
~
v0

_
,
~a
I ~
N
.
'~
`
t ~ ~ F
A
l i i l .~

~
~
yO
F
4-~ 4 ti _~ r i~ ~
l+ ~ r ~ ~ ~ r
~ 7 • . ~ r i ( y ~ ~f
~ Fy
y
~

~' _ t i { p
p
-
~

0
T , '7 S' , .. ,. . ~.
` .7
]]~~
_ 1
,.. „
t l , +
is
~~ ~ ~ L f 1 ~ 1 I
t.
~t ~ -
~
~1 ._
~ ~ '. 't ~
i
t
`
t i
~
'
~ 1
tt +~ ~
v ~_t ._ :~

~ ~S
_ 1 .~ 1
~~
I :~
~~

N ,
i
~
~ S
1
.
..
O
M '
t
^
~ I aM~+Y r.
r
W ~w
Saw~~
., ..
_' r ._ ~~e ~ Y .
I it h A
~~ .. _
;:, T ~ ~ .: ...:..
~;i- i"
N - t 1` ~
r ' ._ b _~. ~~,o , ~i ,_ .._ ._._.
i
I
,
~ o+
t; i
~ ~
(~) S~

f~
~ ~~
f
i~
a ~~~
.,
~:
~I
:. .. _:. ~
.... ,;
:. ~~ ~ •-
,~ ci r t
~ Dn ~. ~
i ` ', { Y ~
~ ~ l
~ `
_ _ ' ~ .0 ~
~~
r.
0

0

i
0
0
T~hlr 1. 1 anrlrnvr~ Prmrntanre fnr Cnactal Plain Strram Drainanc Areas

Strom Nams
Developtd
Cultlvated Hcrbaccoss
Covcr &
Shrublaads Foncst
Land Watcr
IIodits IIama
Laad Iadctcrmiaate
Laadcovcr
IIToCSalmonCrcckgl 0.00°h 26.557. 0.31°/. 73.14% 0.00°/. O.QO'/. O.OQ°/.
tee Swa 0.00'/. 50.24°/. 16.067. 33.08°/. 0.62°!. 0.00'/. 0.00°/.
PantherCrcck 0.00'/~ 61.91'/° 14.42°,4 22.47% 1.21°/. 0.00°/. 0.00'/~
lohannah Creek 0.00°/. 38.577. 10.65% 50.78% 0.00°/. 0.00°/. 0.00%
PcttifordCmk 0.757 47.927. 6.09°/. 44.70% 0.53% 0.00% 0.00%
\toccuin Rim 0.00'/• 0.00°/. 219% 97.21% 0.00°/. 0.00'/e 0.00%
Littlc Doe Crcck 3.25'/. 21.12'/. 19.90°/. 55.72°/. 0.00°1. 0.00°1° 0.00°/.
1Jt' of Salmon Crcck q2 0.00°/. 8.56°/. 16.29°ie 75.15% 0.00°/. 0.00°h 0.00%
IIataroraCrcct 0.00°/. 1.58°0 4.73°/. 93.627 0.08°/. 0.00°/. 0.00%
Flu Crcct 0.46°. 0.00% 16.17% 78.36% 0.00% 5.01'/~ 0.007.
Van Swa 0.27% 75.17% 4.37!'. 20.177e 0.02% 0.00°/. 0.00'%
Ilischcoct Creek 0.30°.1 6.64°/. 10.39°/. 81.947 0.61% 0.13% 0.00'/.
Ahoskic 1.0371 24.99% 15.17°1 58.61% 0.20% 0.00iD,~i 0.00%
Conctoe Crock 0.70°/. 40.50°/. 18.60°/. 40.16% 0.04!'1 0.00% 0.00%
Nahunta Crett 0.20°,4 55.437. 12.82% 31.25Y. 0.287. 0.00'~i 0.00%
Comcntnca Crcct 1.47°/. 25.87% 21.53% 49.457. 1.687• 0.00°11 0.00°/.
0

0

Table 2. Hydraulic ccomctrv and survey summarv for Coastal Plain stream reaches.

Strom Name

Cage Nnmtxr
Dralnare
Arcs
(~ ~) Bktl Crosa-

Sectlonil
Ana
(sq R)

D(sc6arQe
(cfs)

WIdt6 ((1

Dcptd (R)

Rctura
Interval
Stream
Type
(Rosteo)

County
Data
Collected
By

Slope •/.
UT of Salmon Crcck 81 rcfercnce reach 0.22 8.1 6.3 9.0 0.9 E Bcrtie NCSU 0.08
Let Swam rcfcrence reach 0.66 15.2 19.4 8.3 I.S ES Wilson NCSU 0.284
Panther Crcck rcfacnce reach • 0.84 17.9 29.9 I I.S 1.6 ES Lcnior NCSU 0.314
lohannah Crcck rcfercttce ruck 1.0 8.6 14.2 10.4 0.8 CS Johnston NCSU 0.482
Prniford Crcck reference rcuh 1.9 IS.I 12.3 13.7 I.I ES Cartrrct NCSU 0.125
Moccasin Run 0209096970 1.9 49.7 72.9 15.1 3.3 1.02 E6 Wa me NCSU 0.038
Little Doe Creek reference reach 2.0 29.0 34.5 19.6 1.5 CS Bnmswick NCSU 0.159
UT otSalmon Crak N2 reference rush 2.8 10.! 26.6 9.0 L0 ES Btrtie NCSU 0.585
Batarora Crcck reference reach 4.7 23.9 27.4 15.5 1.5 ES Brunswick NCSU 0.181
Flat Creek 02102908 7.6 31.4 105 22.0 2.3 1.25 E Hoke NCSU 0.?35
Vur Swam 02084557 23.0 109.6 85 39.0 2.8 1 F Washin on NCSU 0.150
}iitchcoekCreek rcRrcrxercach 23.6 62.7 100 22.7 2.8 ES Richmond NCSU 0.280
Ahoskie 2053500 63.3 218.3 245 53.8 4.1 1 F6 E{crtford NCSU 0.005
Conctoc Crcck 02083800 78.1 243.0 472 39.0 6.2 1.2 E Pitt NRCS 0.067
Nahunta Creek 2091000 80.4 468.6 746 69.5 6.7 1.2 ES Grmte NCSU 0.1
Contrntnu Creek 2090380 161.0 569.0 1052 103.0 5.5 1.2 C Wilson NRCS

10
u
ii

0

r.~
~~

i~
~~
~J

s~

a Q
d
I~
~r~
I 1
~'~
9 '~
~•~
a'a
.~!N~
~~~C
~:: ~
~~4
W
Z ,___~

M ~ o m m
Y Y7~
N
<
.0 ~
.c~
O.OI p tO~
IA
p~
~ O N~-;V +O
e~ p
!Of trJ V"h~0 - - -------

~ tN N"~ O V
- - --- ~ ~ ,. _.
-
~.. 100
OD
y
1
~
N rlf0 1010
tW'/ ,
t~.N O ~•t0
Ito UN Wi~t7 '~
-
1O ~ ?7':O
'
~ W t1D h tD C • {
D
;vim r O m~
.
. • ~
I
! ' ~ N N.-
I r CAN r.
I . ( r
~ r i i
_ ! I I !
10 th7 /0 N .Y-' nW
I tD
tl'/ 1[l ~; 1D 10 : Y ~ Or
M O N M I h'
N V W ~O O N
O tp' - ti7' c0
tl' - V' ~a0 C7 sf `.- •.u '.. _...._._.__..__
O i .~ c(pp
N
~
O
~ O .» ._ ...._

.. ,
.p o • l(~
N N O ..
' '
aa}~ pp qq~~ pp
~ V Ql 1A 1h , Y '. ~ ' .•~ h ! t7i
r N ;
t7 A t7> V : tD : Oi ~j
~ N ~ ? VM' ~ Y r '
at0
~
y
i tn7 Y ~ [O tD ~ 7 W
01
Y Oi ', M O ! to W , j
•
: I I 1 ; I ~
_ . - .._. (~j
r ~ i o pp 11~~
1~'~fla~,!c, w a g rn ~ n'nh. ~i o"cQ1v~v ~ i~i $ v l~'v I 1n 1'O 'p I
r~ !tp Y q!~ 7lnltJi rt7 M lA W~r% /'M, N hIO V: ~tp f0*P7 ~.~~..
'r~N~V 1giN ~.' if- ~- ~0 ~ N N O' !W,W ~!~ O: 't{•. tDir C:10
~~ ~ ~ I ~ ) _ i ' j - ~, -
i
I ; ( ~
(
! ~ ~
a'~y oo, p rn"co.m r h. h"Il1 rn M:M ty tolls a•cp tpN •W tp o 1~ M o t~ l~f ~p tp
~M~C)i Ol tA;~ 1A Q1 Nlr!r N Of' ~rZN tT: Q1: N:N ~r 0. W(OfV: h~4J Y!1n"t'7 r 'tn ~ ~- C111 t")!t7
<IW t7 'tp;^ ml W{llf tp :~" 7•tD~N~Qi' .O)~t"1 ap QijV ~Oi, :tri;<: V f0 r tAh
~ ., r~ N Y:1n'V I ': r, N.~N i rIN, NItO ~ItDle- it•') to W 1~I hI r! ~ (r N~-
'
~~t~ !h!r!N' Of II tT ~N?r _ h h.N ty ~'htOa. tA~N'h~ !~ss-~ q".at~ L.~ ~ Nt~ O l0 .t •Qf.
tfitD; 01'O !~i ~.(~~M Y!tn 'N N t7;'Q 1()r ~:th WtO 1f 'N Vh't0 d ~N ~et~+t M' .
o'oo o r of ,a a o oho t7 0 0l0 4!' i ~° ~,~~~,~~ ~~~~ °'a ~{ !' (° ° °~°~°~
_ ~ ~ ~ ~ ~ I ~
~II~ i~~) ~~! I it { '
.__ _ :_
--
f•~ : ~ to CO : CO i 1~ : N Of ' O ~ I~ r 1"f ttpp N f7 N 1~ IA ! W ' M ~t+ r pl `--~- 1~ c~~ ee~~••~~ I N O I Qp~~ pp~~ N
• N jNfrl ett0 h m r:N f") t0 hOf!O ~-. WIO.f~ tD 1A0 O;~~m O+tD~O: v-h'~-UIOiJ..~ .
N N t7 + tq' O~ O; O O; r~ r~ : 0 0 0 f C' r' ~ I r' e- T T~ r ~•%' r: r I I
: ~ ' ,
J i i a j ! I I f ~ ~ f
f
1 ! : I _.
-a ' ~_ _. - _ I -_ ......._.- I _
N!W hlgl' t0 T ~O it r h~h. tq t7 ': Ih~Oh tAityh ..^ pY~~lM `pl~'...
cp (V p~ .t ~t fNV ~f 1
r I t7 (Y) ~ h ! GD : h ~ N ! N , C7 ~ ! lL7 N N t•1. V' to i I N , t7 1L7 i tD ', O N ~ ~ I h! c0 < ~ N t7 ~P { V t7
c;o~o~o!o o f ~o'o 0 0+0 ( 0 0 oio 0 o;c.o 0 0 0 0:0'0 0: '0 0 0010 !
~ :; I j i~ i i l I i ~ i r_ i ! i
. !
i I~ f t i
' _ ~__ _
O 1 0 ~ ~ 1 j ! '7: ~ ~ 1'f ~~O' Ql O ' N : tf OO • O ' O to ( t0 C~ ~ 1(~? N N ' to to ~ e~ , O N • ` .. O r fV ~ p~.j-y'-...~
( O III I IM N:tO't0~1.;< .- a' V:h V, Ic7IW 0~10'b ! '-
a0'07OIO.~r~M f IO~Oi rIM ~' 1 IO O•CV'o111~ OI Cr N'Ni f ~O OI ~: NIIAI I 'O~O(ri ~~~I ',
HI W. ty+ h'O c0; PI'1/~l Nih,tD h .r. Ic? lh aO~M i
' C r~CO'1pl Wt' ~O' r.tp. Y'1(j ,O-, r_r~t7~(9 111, ;O!r NIM: '7 t[j ;O, r•N~7'V.tgj iO;r~~ 17. M1'!l0'
f j ~ I( i I ~ ! j !
, ~ i t { i ! I ~ 1 I ~ ~ i i i ~ ! I ~ j
10.0 O ~'~I N., M!W!O~ 8i N' IYitO O? N. -? t0it'7tlf~N N~~ :'~ tq ~0 N~ 1.. ,Qf~~!LN Ofl j
} ~ M ! CV m i t0 h ' V" V ' ~ h 7 t'f ' GD ~ ~ O ' 1t~ j
i O,O C.O C r~ OI Gtr t0'lp ~ t7i OIfV t9 h O~Oi tV~ ~O Ot r'. fV tw7 1 Cj0 r,t`7_tt) '
: _ :
' I i I I f ' ~ I I ! I j I i I ` ! ~ ± I I I !
` ~! I ~I
_ 1
I ~ i
._., __.._-~--.---1--._ ----_ ~ ,
c~ ~i i g~o~Y jt~o~ln ~~o~OV~ t ~ ~ ° ~ m o: !1~;w;~- ~~o of ~'~ °~ -a $,~I°
1t~;~ to ~'tc~ v: c~ ~ lra•~:o:a, o 0 o v,i M~ v;
O:tV ;M h.0 tG- !Ot3t")!h~C'tp O~tV l'Oh~C tD '. ~O N l7`hIC(tD C N;tti h'O tD' OWN t0•h. O'tB
I ~ I I ~ ~ ! r~ I ! ' r ! ~ I ~ ~ I ~ I ~ ~ r r I i ( M r. r
h'N.O p ~ ~"i I'aify.~~' Irl .. ~Of+ M!1DI t0~p Of'hi O,tpl h~ ~1y'M ~t~ t0 ~.A Nit? h
OO .- V fYi lA 00 'Ir M m. VtD a0 O'r vf' Iflf r~N!<10~N: IW r ~., C7~t0 N O.r't")~~!Cy
~f N. h'v') to [~ • V!~f,N N N~ Y<.v to"NAM Y Q<.Y h' M < Y: a!v~try. It7 V-v~~a''v~W
N NI N'N!N NF N N N,NIN N, :NINE N~N,~N~N~ fV N NN~N N IN; N'N N'N=N~ N N N: N'~N~N ';
I i( I ~ ! I ~ ! I I I I I ~
I++I l~
~ ;
+: ~.
IV I ~ , }
.r,N Pf Yttt lA~tDI. r NfM Y tp mi
1 lL ~: LL LL LL 1 LL ., lL ; tL LL ~ LL . lL lL tL
1 + ^~ ' F ~
ff ~ f i
p p pi~:~ ~rA rn~oa.rn rn ~;
(V cQi i R Pv r 1
'
j ~ ! i ~ i,~ ! ~ 1
1 II(i i
i~ ids i3~ mi i$ t3y ~ cJll t3 td. t3: c9 w.`.._
~ + I ~ i i r (
~ i ~ #~ f ~~' E i
t•- N M V O~m .- N t7 V•tA'm` r+NIO V to m~ r N'M1v N t0..
! lL ll, ~ LL IL IL ~ IL I lL , [L tL tL t tL k i tL ' iL ~ lL tL lL lL ~ ~ LL [L 1 U. ~ l1. IL lL i
In.aaaaia fa:a;aa~aa~ ala.a.aaa aaia aaat
t
'' I ,
~' II I~ '
f ~ ~ !l.~h~n n;;nlY. - m'm!mtm m`m' •lr~ m~u~ u~ miv~~
mi Wpm t0 :A{~ t'~ hl~~ I~~hj ~Et~ A;1~. A IhE h~l~ l~. !~
t ~~ i i
i ~ }
1 ~''!' ' ~
E j ~ ~ j i t E I ?~ f
~ ~_~~~ ' -~_.
:_mI wt cat caJ "r3~ ~a~ `cw' `d~ o _`3_.1.`eal ii' c3•'Idyi;l bi ci~_i3'-LL`31.'3.1_~'~ ~i_~i_

0
0
1
C
L-
NN tt/I~~ .__.__.. ... _.._ _.~.._.. pp
S m ~ ' OOi ~ ~ c00' ONi ~ ' b N' ~ f7 ONi V O tD' ~ N O• m ._~... n .N- ~_._. .._D_.e- ~ _ {~p___A
r Y COO CA to
~ ~; N~ tD ~ N A I N lD m: N Of to 1 ; 7 N 10 < t7 I ; of ~A O O O i i tD n; th M f V
~;
I~; I I ~ ~ I I I
i i
I~j ~ - - ~ - { ! ~
i~
t
l0
iN
i~l
I I
I
f {
ja~
~I
U
~~
!~
i
t L ~
,
>~
~~ .
Ij~
r
cs~
LC
d~
fiM
U~,
d
~f;
a{
~~~
~~~I
~I~
2'r'{
t~ I
Jr-Y
w
~~ ~
~4a
o'r~i
a~~~
t
~~--.r
! I
i I
~~ ~i
~~~t
W~
_~
;_ ..
vo u°qi ~' MIS ~' ° h `~ o r~.j~ rN~, W °v, ~ ~.~• °~ v ~ ~ ~ ~_ '_v ~+`~ °v•~ ~
~~~ vm"~ n rni v ~'~'~I~ v rn o o ra'o v rn!co ,= o 0 of ~ v v of M
j
_ ... O ^.i o ~ ^_.....t
07'~c7 N.CV
j
E {
{ti o v .r; vi ~
!M.'~ r
I ~ r +
.M.. ~J..~ .~ CO n,u~ N.: _._• <~-O~~p-'--yy an - __,._ tp__~_~.M O~_.r. I 17 N~h~+S pp n~0'f~.M '._
O,~ ~ M{O ~H1 fY. 101M O rQ N fOO S~O 1D N r ~ QI.r r tDn 1A r rt
`~ tD ~ ~ Q1 I ~ O O N ' O , h ~ h 0 7 l'7 '; 'p fV O C ; C ' ! !C h Pl (V ~ N ~ i OD 1~ { td ~ N fV ' '.
.; ~ i I ~ i
' E
:
I i ,
~p _- - ~ __ 1
' fD Ol r q Q1 O O (7 ' 07 N M ~ l0 ' ? N 0 , 00 M !7 u'f N ' : A O , O : Q ' • p t 0f N n.. o ..n;..
r~ej GO O O n' W, V ~np!O/ ~ O QI ~ n:N t7 i1~ Y O c7 :0 O~ N Nn K'OWJ. CJf {n W Q1 Mif~~07
'~O: N'M h•~. p; ~.~ ~ (n,~ tD 'N~I ti7 h 07 Q ('7 r1p ODE C'OO i0 M fV N.e=r i0) [7,N N; r
i I : I ~ r. I ~N rl ~M;IA r
• E i i ~ E
__ _ _ {
- __ _.. __ :.____r _. ___._
' ~
t ~M E I I~IN c7 M'M ttpp I In ~.~, ;n v1 v,~p
~, I~ ~I{D Q M '~.N O.O O N': t7 N N!l~E .fY A NON{N,
o~o;o~o'c o o~o oho ~ 0!0 0-0:0~ ! to oo{o oI ~oo oio!o o o•o~o~o
J i~ I j i+
~ ~ ~~ i~ ~ I ' E ~ ~ F ~ i I
1 j ~ ~ O ' In n ~ an 1 Of u] ' N fD N 1 • rf 1 N- j ~^'T, , y)t i
~ o'ry'~ aNil~ ~o ~ on~iM+•~~i ~ I~r ~,~jco ~o!~o {.r+~a cn N ~ ~~ o ~ ~n;v~ ~ o:c~~~{~t~1A
o rIr o'o r r r;o c o 0 0 0 0: 0' loo o!ojo;o Eo += o oo o. irir,o.ci~o;c;
' I { i i i
i i
_ , y ' ~
-~---.-.~~.__ - .:~ j ~ ~ {
0p IN;N P (~ '. [OINN I IN T O=, n_tD in jN v ~D~ n by cp ~
N M~~ Y M (N ~{tD.V Mi 1 N~N ~fi l7~C'f N O C (~ M:fy NON !N /7!N-.. (y NE
0 0;0.0;0! Io oIo o c 0 0 oio d `o 010;0 o ~o;c,o~ol0. o o~ofo;o
i l l ~~ i I I I j I j i I
r
chi ~'t`OON-~`~ .~- vEuoi'.~- ~ - ~~~~Of c~ t~ ~~~rn rn t^~`co to !i`l.rn.cD'rn'/~ i .rte rn cD.rnj-.i
O O-r.f7~ln MIO Oi M n f~:'C Ol :n Ni C). tO r f~~f~:07E10 I N
~ E i I iGt Ojr M~U1, O, C. N~t7 '1fj 'O~O'N Nj OI ~. tO.,C N.f7 N) IO'O'Nr M!0, !
, E
I I ( _ I i I{ i - ~~ _ I
j ; I j ;
' I I
i A i ~
~ `~ ~iin ~~43, c~7i~)1f~ t~ +~ ro n w '' 'v~ p rn,~t o 'v~ tp ry 'h _0 ~+~ ~y,~l
N~`00: `00 N ~~ c7 OO~OO, ~ ~7~c~„cV, .-, OilO 't7 N~Cni`~ ~ `c7~n
O r,fV~~717;1A1 'O r N;f7~l7tljf O !N Mjh +C,r N rI0'~ O 'r-N M~N ICIr rICVl7 t0 '
i ! I
j I t ~
j i i ~ ~ i ~ i
i i E
~ .~. I i ~ 1 I 1 ' ~ _~ i ~ I i ' ~ ~ i
_.
i I (
:~i~ i${~ ~': :~ v vrni,I~,~ Ic°'i `aa, ~''r°~ m ic~7.~Io ~ _ I N r.ICy Mi~v~.. i r r. `c~i~v got ..
O OrICM IA. 10 O~r~~`j ~j {CO'N(f7 Ip 'O C t71 M~N~ ' O OiN 171t1j ~ O:O~N'09 t[),, I
E;~ lil j i~ : i I
~~o ~ o ~ ~ ~ o- ~- ~ ~ p. ~~~_ .gib+~. ~~_~'~ ~ ~
i~Bh~ov ~~3'ov~,~~v t7O:~~o;;v M~u7~lov vf~ov~
0c3Iai~Eoac ;c~c~i~7lnocm ~oNl")n0!<d Ic~c~i~n!o'cc oc~iri~t~om ~oNCinlo aol ,
i t r i j r rI . I '' `' r. i
I t ii ~ { , i I i +r i ~ ~ i ~ ~ I t ~ ~r
O f---1-- ---.~___. __w .. ~ :.. _
`~I~:~i,;~ ~ ry ~,~i~.g~ cry ~ ~ n+o Y~:N' !~;°v, v~~o ~ ry! I~ ~ `~:S v °ryI I~j~ c`R:o,vlc°!,
M t`7 7 ~f ~ to { l7 t7 l7 < ~ O N M M ~ ~ Q ' In ' <7 1'1 < V In M M ? ' T h . E /7 ' 'R Q
N N N i N N (N ; } N N N. N; N I N N j N j N~ N N N ~ N N N! N' N N- N~ N N. N i N N N ~fV _ N N N
i ~ j i i ~ ( t ~
j i I i i I I I i I i~ i~ ( ~ j l I~
i ~ I III
_~ _ E _ j-- ~ I I i I ~ i I t f I
{ ~ 1 1 ~ I ~ ~ ' ! ~ ~ ~ t tt
rINIM'`?I~A ~D •r N t7 •f b'~O r N•M Y IAItD° r N M•it tp ID{ N f'f V'j NtO r N M Y tni[D
ILj~L.I LLI LL.I UL 4, lL lL tL~IL'LL. LL~LL.i tL LL~ILI~L~ LL IL~LLitL tL LL.~ ~lL LL LL~4.~tlii U.~ ~tLilL W LL iLIiL
aaa:a~a aaaa~aa aa'a.aaia aaalo.aa: n.aaaala ~a,aaao.a
-, t
t
t 1 ~ i ~ f !~ ~( ~ i
, ~ i
N N; ~ 1 ,rir r rir~rl ~ i i ~ tr f.
~. ~~rylh ~ -~ f ~ ~ N O~'ty~N N (Y~ r r r r r ~. ~ .~
r:~~~~~ti:~ n ~r. ~ ~ ~:t~'-~ -~'n,-~.~- non, ~ m m:~o m m ,m 0 m m u3 m im{m ~ m~w m
r r;r r' r r~r r r~r r~r, rye- ~ir r i r r r r r r v-{r
f r
', I I' t I ~ i I l ! ~ I~ i I' I ! M i t i'
i _I 1
t 1 ' ~1 ( i E I 1 ^~
i3' iw}I ca_iai c~I w v_ ca: "c~ w 3' c~, ~~ d~ n`i3 aI tw id~ I i3 ci'''~~ io o c~, E q a cy a ia~ ii aI w cs is cu• ice.
-- - _ - - - ~_~~I_._-1_ -1

J
r
~~

G
'J
rrM'-- nN - ^_~.~ ~ N'ID_. _.- ^_~. n __-'~'N' 01t'f•C9-O1. Pj-l'7
im~ ~ ~Y~'7!Oai-~ Af0 O ~i~ WO ;~ m h;n d ~..nIW IO.N N ~t ~~t0 ~O r;M-d
j~f -N SIN r O;O O r 'O O Oi0 O. O O O O O r O. OO-C O O :O 0 0 0 0
~ 07~ N s>D : d tp N N O N QI-~~~.p^h h M tp f~D h p CO~~r M - [D ~ ~ ~~ QI~I« ~ ~ N ! C~ Q i 100
IA N N;N l0 'm W'~ d 'N_, C7 ri0 O:O O cy W h~'aDO ~' 1~'1~ ~'d
~V'N M N;NtV d r'r r tA!r r Ci0 r r. r~ O C'O O~0-:0 10 O'O O O'
}~~N j - ~ - I I :
II ~I ~ 1
~ ~ ~ ~ ~ '~
f, ~ ~ ~ _ _ _ __ _ ;__
:, :.
1~'a O.r M h N y~ f~ O~M po tp n_d.._ h QQ~1 N.. O1 ~M M, O1~N M
ym~~ h O1 t~ 1~ O; ~.OIi 00 W O -10[D nn 01 ~~~•~, h'W r 10'N~N V u~,; m: O r~r M d
!~`Nj N.~ r,r N r~,!CC C r ~, CjC C;O C C; O; CIC O-~ IC Oj0 C, O~G• ~O O'.~C!O C;
i
k i
? 1
j a 01 tp M 1~ o tp O Qf ' ~p - O 01 N O ~~yy h l , 00 h ~^ ~ V7 I pp~1 m i 0~ pp. N In , 01 ~ d J
?~01 h M 01 Q1 f~. Q1 Nd!Y.d V; N N M~M V aj ry~N M. a~ O O'O r~f~~N ~O O O!O r
~ r ~Nr,(V rj 0.0 r; r O OHO O O ~N-O O O10 C Oj O~Oi.O O O O O::O O; OiO !C O.O.O O
, ,
' i ~ i '
~ ~~
! ~
W,Cp10~~0 M 1 ,M Mi d. d'f~ IO r NIM [0, ~~q~Of.Oi MAN d0' M ~Wt O;r d~N 1(71 tDi 01101
~. - 'r r NIN i r~. rl r-rr~ Ir r. rjr rj IO O ri rlr r O OOIr r rI O 0110!Ol ri
~~~ '~C O Oi 0I0 1 :O~CI O'CO iOi Ci C. O. Gi :C O~O!GiG G O C, OIO O OI O O:O,O O,
Y~ 'd N O1: M N N'a' ~N CO N Q1O M~ I iW a!a7~rl h' ~O a'~ro d tp -0 ~u7 N a'p 'M1
~.d •~ d d, ~sr ~ M~ M M, d N N N-t7 M I +N~t~ NN;M M O r'r~N N~M, O r, r:N N
~0i010 0 0 O. O'O 0-0 O O G O O O~O O 1 O O G!C10~0 O O~OjO OIO~ 10 O O:~Oj O!
~ i l `
~. i
~~ IQI: 170(07; O, M:-.. r ~'.'j ^Ih_ t~O r~~~'M~m, 1 w~ Ol O~~i M. a'ao~ ~M•ttpp'W O r!. d~._'(V a~ O'
~~, N I ~ p O r r r j r O O O r~ r; O' O~!
~ i0 O 010~0~ 100 OjO O, ~ O O, O'.O O ( .OiO O~O O:O O C O O,OjO O O O. O; O'
' I ~
i i } . a ____~__~ _._.~.__. - _--
t0 N .yyam-N Of pf • of ~~pp NN j pp' N a0 N d~ ~yj ~, oo ccpp ~ 1,.~ ~... c¢p~ n 0~r~...~_ ~~ .0 O ~ f~ pp N f
i. V O t~'7;d t0 '~; O~d tO IN tD rd n N 10 t0 r,N {p,r O'm' ~,n [") IrW ~`,t0 W M
~L ~ :Oj r. NjM ll1 U~~' N M'm - 'p rtV.M m OHO r~Ni M•m O: C'r,fV~{7I1p, ip~O.r (J M
i~,~ r, ,, i ;, I
,
,
E ~ ~ i I i ; 1
I~~~ ( ,~
i i i
~~pp cfp I i
~ 1
M: r, ~. l'1 r.0~ ~, Oail ~'t n Nj_~ u~~i~D. ryl/~. ~t N...__..: ... ~.e7 N'e7 N,V ~ d'M h tn~ !a Mif~i .._.-~
u7.a n O1 ( !r h01 M O• Q) ' 1 MICO. ,Io !~ r- r I~+ir Qf tO. h' ~. r,tDl o~W~~t!
~~ ~~ O~rlr qj M:tA , O~O~j N1 N!C")y C O.r CV CV C1 a I 'C~O riN N:ef. ,COIr r,fV't~i tG~Oi~"; ~I N~
j ? i
, ,
,U E, ! i ~ I~ I ~ i ~ i ! i ~ i
_ ~ _ _ ~
( ~pN y~a O- p1 M pppp ~~yy O N W-N d ! ~~: r'N d IaOM: tO n 01 ~y /D i~O'01 N..._01 N
d0 M,d /D- .IAi OId m;N mr djh N j O 10 m- i IO~m x"111'1 hIM it a,N !D W
4'= . O r CV ' M a - O ~ ~ f~I ' M , 1G . C , ~ LV I I") m ' C O' r' N M m ~ O ~ O ~ CV 17 ! tD ~ C C ~ r `N I M
s ~ j
a i , ~ I ! ',
a' w r, m'; o, v7 ao' W' o u m ,, o. , ! .._- tom. - o ~--•- o N ,
YY yy ctpp 1v~1 cp ~p p~ v~
~1h~0 x100 'C M~O!N`OOId M O a ~, O.st~ f") Oj~j~ O d- ~~ O~tn ~~O:d `M Oia ~OI
r ;~O,N M~_P; O'. f0` IG~IV l7 -~. C;tO . C,.N t7 t~!O [D: C N; M•.h O ID O; N'M, h:.O m 10 N!M, PI C
_ '. r r ~ ~ r. r I r r 1 r
_ ,
i
I r I h__~ OD ' 07 ~. I aD'
~ oopp NN__p_.. ~_p , _ __ -- , __~. O___.1~p l _ I >r Q~ tp., _~.p O p ~p ~p ~D q
~~ ~ IND '.O~y ~O a~N. ~Mdy ~O~yy~{~~yyiO ~,N NNN QNN~ l"') O,d N: -~ NNN~QnNi. tO~7i Qf, N'Q~ N4~Uy~.-~c+ti1.Of.N CTf~ ~~NN 0NN1 Njt71~(Y
~~~~E.NININ NINON iN N~N~NIN N N N,N,N N N iV, ININ N'NIN NI l~iN fV NiN NI ,~ NiN~N•N~
I 1 I III
~C ~ t ! i I i 1 ~~ ~ ~ ~ ~~~ j 1~ i
1 i
s!~ ~ i ~ f~ ~ j ~ ' `~ I I ~+ i~ j
~~~ i + ? ~ .- ~a` ~ rlNlf'7 d~a~m .- N'c1 d alm ,- N M•d a
.~~~ ~ri N~t7;dl a~ao7 Ir?N O) f aim ~N'-M d? a I ,
7 jLL U.7 tLit1,;LL 'LL,LL LL` LL tLL~4. IL.LL~ + y LL U. tLl 4. 4l~U.Fl1. LL LL.j IL lL lL 4. tL LL
~ raja a;a.;al~~ ;~ a. ~ a.~I~jJ a `~tata a;a~ 1 ~ ala a;~Ia ala a a a?a. o. a a a
''
~~, tollrnla- w.w~o '1 ~. , , I ~ I ~ ! ~ ~ ,
I~'a a ailn N~ IH')ia a a,In7a d~d`d d •~Y7d' M io7rM M MIMiM NiN~N N N=N r r r r r
r r I r i r r~ . r r r r~ r r (r , r r r 1 r~ r r4 r r r l r! r r r~ r r r r! r r r r r~
1
ltl. 1~1 laot'3. c3~~L,;-_~ iu i3~ io °o~ w ~~.~ ro~~ ~~_.~ <3 i3! 1`3i_ ri co~`°:' ~; ~l _ w!~`?.f C9~ 10 a7tcs..'_ i9 c's; ~~iu ~}

0
0
0
0

tm
t0' 1A!r'cp Qf-1~~Of
sf. N~(7 V.. W,~
)O~
,~i~
MI C: ~I~,O'tD t~i~
E
S
~~i
!

f O I
L
i'N"` I O
I ! /'1 O i (V 1~ O tD
r r_N N
;
~
i E
F~
~
t
i + i ~

~~
1 r
~O
0 l() Of tD Q1 ' N
~:O O 1~ NON
l
~~.-.
N . IOQ tD Of~r
sf
r
IE
~
~
__
II _ , ,
,
•
•
tCj {N ~ ~ ~:~
~
~
w I OI fn. r`N
N~<.
{VI ,
~f ~
~ ~ t , i
I
f l ~ '
f
~In r ~: j r N C7 " l7 ' l`') ~ N 1
C'. (C C Oi C~G of
~~I~
4 ~i

j~f
;
' ~
I I
~p~ N•= Q ~~I Of r•/7~~.
f~i O O10 O r', rr,

f }
(~i t~
~l
1 I ~ ~
Op~~ a.....___!
o
~-
ol
~ 'O,c
y
in ~i
~v
1 J
w
~`~ O! 010; 0;0 O O
j I I

,
I]~
~ 1 ~ ~
i ~ ~ I
' i i
,
{~- ~p i
~~ ~ [D~ O;O Ci O~r c0~
CIE ~ i i
~
d;
~~ ~ ~ i ~
! t
I f
~' ~i ~ tD•~flc~lm',a
aD
~ In
O
O
^ N
~
~ E
~ I
'
~ i ! ~
(
I
~
., -
I i _~_

a ~ I~,

f

~
I _ I ~ ,
O 1 + VY y ~
!. 'M ~ N O~~'~~
r
r
.~I F- ~ . ~ ~
.
f ~
i i i
1
_._
Cpc I y r,
`c~i ! i N
i
a
~f~A

E N
N
c
~~ NI NI N'~'N':N
N+
i
i I
~
~>
j 1
~ ~ {
p
r~[
I {
~•i3. ~
r _f~ I I I ~~I
1
-
~
~
9`s``I ' I
~:;al ~

-Q~,~ 4 `n~ Mr!N ~ v~~{m~
(L lL ~ t1, ~ lL LL tL ' tL
a gala a aIa`a~
`j"
0~'~1 f
NI
a ~{ j ~ (
~ i f
I i i ~ j
I~,
~;
a ~- ~ 'o•oio 0 0.0'
r r,r~ r r~ir-f
, ~-
j 1
~i ~ i i, 1
S ` ~ m { w iJ ~ cy iii io ~
V'

a
0
r~
u
Ci
-- ._. _
' C N:tO N O cp.N 07 N. 01 h rin v~p1 ~. yj t0 N- ~ -~_~ _ _ ..~_r ,~. N'Y_. ,
n: r,M n ~S r N N O N•.. r,CH tfy~
'. [D •' I ~' N i CV N i 0 ~.•., [q j h 1f7 ! N d N N r
!~ ~ t C~ C O a r ..-~ O C; O O O; O I O O I O O T C, ~ O O' CIO O O O~ G C~ O O O O O O ;
1 ~ ~ I
_ ,
I cD 1'9 . Of 4 N ~ O t7 O1 O V l"1 n to O 01 '. O - W h y r r p • ^ ~ iA •. ~- Q1 ~p~ O I cO • CV'_N_ pt ...
r' Qf ~ m~ 01 ' M n O- N N t7 v v ~ O N N S v - N v t0 O O) lh •, n r n ~•._N O N; N Y t7
1
!c7 O O r-N 17:N O'O O O OO ~O O O O.O O O O O r O O O O r r O; O, !O O~, O.O O O
EV C i ! ,
r _ ~ j
S' i I , ~~
i I ,
~~pp ~p I ~~yy cp NN pp~~ NN
j l"f h~ t'f '17f+.. cOLN-Of'IA'lT h. r'h R.011 ItD ~tO N• :.... Ot .:..~ ... .•. ..•O V~ O
©{ O N:1A (~ O Q' O r r'N N Or;~- N N, ~ rN N NLN ~ r t0 h ~ N; (O"r,N N r
I D C O O C O r, C O 0 0 0 0 O~ O' O 0 0~ 0 0 0 0; 0 , O '. 0 0 0 0 1 O O, O O I C
J : ~ ,
f
! + i
oo p~ h h ! t0 tf! ; M h to *... M i .-NCO -.-, Of N ~ N • f") ' cp .}~ M ' n ! M O t0 t O . tD l n , _. cq ~ ri ~ t0 1 o~. v11 _
IC f`7 10101 t0 ~~Y; ~" V~<0 ~ ~ O: O!t7 V~tv M~O IO_tn:tO~C•f t~01 n tOOln r101 r 7 nl NO tn.
! O V' C'f [O t~ 00 : O~ O O r r ~ 0 0 0 0 r r . O ~-' N M, 7 O ~~ N M tD ; r tD i 0 ~ O O O r; r O
IL ~{ r N•ID~N, i ! Ir
IG1~~I I ; ! i I! I! i
i I ~ 1 1 I I I i ' ! ~ I !
~ v , ry ; S c`~ : `v~ ; I r `c~1' N v : rn ao N ... _ -t - Q,-+,~' "t l ~'i
~ ! ~ ~wryvn, ,~:~&i'~XI 'wlvc~'Ib~S, in v~Ic°3 I
t._ w Olr !t'l M N; IOOi rIr f O.Olr ri O-i r!e-; CVir Oi r. NI N!~I O10 r r r! I
~d ~ ~ I 1 ~ I ~ I ~ ~ ~ ( ~ , i ~i I I (
_ __
tq ~ [O I W c0 N N n O h~ ~~ N ~ O N N 01
Y Of'r: O~ 'N O1!dh N hT Ol10 •c0µ0
ca~•o'07nhv In,N1a '~o ~roc°~o${~h ~N'~I`B,N;ryc~ !1nnlNnlco~~Qil Mcon`~Nn I
{ C..1 ~ r ! to : n ~ O O I O - N N t7 l7 ~t r' N N M ; C'I Cf i N i l")' Q I ItI : IA I L"> k l`9 V' ; Y] : f0 In ~ l7 i r ! N N ~ (7 . 1'1 N i
b r
{ 'n ~rn'oo i MI'v> n o: 1 _.co.o~' co~N !co ."_ rn{in~rn p~ ~ 7` ~ `v~p _"~~ ~`-
i~`A°i•.w~jov no1N!ec`$• tooryvt~ ~;ry~~~u~i, w.v,:Ng'~ n+ f _~
•,.. pi v~v!ry
IJ O r r-, fV N N O~O r' r C O r r; r~. 'p'r r fV;r i O ~iN LVir I O,, O: ~~,r r
t~' ~ Ir ! ~ i { t I
I I 1
k ~ ! ( 1 I ~ I I I I E
! ~ ! ~ I ( (
_ ~ . __ _1 .....__...~ r _.. ~ --_._-i-..- .._.
Q1 n' O1' h 1 N~--~~^-~~~[p~W ~~ 1 .y~ O U7 O 17 i O O 1 t0 O _ __ ~ ~ O I 41n'n ! CD ~ P. I O -_ ~•
` r ' M ti Ito : l? !~ j (0 - c0 : S : ' Qt (A e~ y
ry ry ; sr o r , ' r M N r . V • c7 .. O ', cl~ M ~ ~t - t0 Q ~ tO N N ! .°
o ri to o ~p of of ~ of vi ~~pp v c h of . ! of l ~j k ! c 1ci ~ ~ pp to i ci ao ' ri tai ! 1n ! I
! ~ .N~t">.r- ~.-'N tD O OD c4i;n OICAi i '~I S~(~LO1 I r!tq 01, QIj !rIN tDIO Q1{ j
i t r~r t r ri :r' 1
I° 1 ~ 11 ~ ~ ~ ' ~ r~ ~ ~ ~
I i {' ~ I 1 ' I I ! ~ I ! I I ~ rIr! i
~ N p :. ~ p} o t_p i
~'T N+<f N.. O; ~tfV ~.__.I O-t_~i~ SN•~~ r1~^N ~;Q1 (~ Ol; 1A~~`lnl L~~~IM -1Aj n. OCD~~. ry, .tai ~-lNilVi
i 0ppp ~ C ! N b ' n N C'1 ! PI 1L~ O) ! (0 i,,i ~ (~ p t0 l N tp -~ of A
` ~r t0 r, Ni ONV. r Y~t0;0 ~1•IN (ri f~/D; OIV~SI 1ri10n!M!~~[71 t01C71'V,tOI O/~ ir.tt'. t0~~.:. ~~~I I
t'~ ! :_ I I 1 ~ i
' ,
{vim ~ I~~II ~ IjIII ~IIiiI 11
fo 1 ! ~
I f d ~ rn I -_ _ _ __._~_.__ - _... _.._ ~ '
t~pp t~pp t~0D+--- ---^T ap op ~t v~ O 44 uf~) ~app I ~--;
O 't()ry th. 011A,~ S;;N a0 B'S IQi OV!W NI ~' I_. r" M ~ `r:v J c7~0`S. S. ~~-_. f `tDI VA~tO'Nli~i"
j i~' C M O 01-tnr (9i ~1(Ofltn~(tpp a O~O n ~C (y (pltp h !~'pp yy~~ ~M aD'n p1 t~
' ~ ' .r r.~f '~ .rl(~JI tO'0~00 jr,M'n O.S ( ! IN tq~(A O ~ i rtq OI, Qf '. i !rI N't00{OI
f~ ~ ! I I Ir'~- 1 I r'r. Ir; ~ { I ' i , rt~•" i
~! _ ~ ,
' p N Nf'Nl n'tD; ipp. N~C'f N. nItO pp N~C7'N n!t0 ppNCO ~yth m p N t°f.N nt0 ppN'l"f N h (DI 1
tl")I'C~r:t010f rl N Y r!t001 r tp~Y.r tD 01;r N. Y; rI(O 01!r 'N f r:t01(Ai rl Itp:< r•1 tD 011 r!
~] ~ I c7 '7 Cp I vtC~~ Ol N t~l ~t 00 'tL~ I O N M '7.00 Oi . N M '•t 00 v~ O1 CV l7 - V ~ O' Qi ' ! ~ : e7 .t 0p Oi
~T :n'N ~i' to n r n; N~7'N.h ;r n-Nv r n N V.U1'^ :r.n N v IA ' 'r'n. NV lvf~~ n
p A I i !
!~ ~ : r., N C7 to ~ r N M tA, ! ri Njt'I: t0 r N Chi N i r N C'1 ~ r N:t7~ LO
I C I ~ I, i
' ~_ o;~ ~'° ~'' ~~ ~ ~ ~ ono ~~8 YI~ ~ ~: 'Y~~ ~ ~ ~~~ ~ ~~~'~ ~:~~ ~'~!°~~~€~ ~a-
!! tV ~Cyy tt~~ t1tf~~! COrI rl N11~ Y 10 r ~(~ (y 1 - l0'OI~OI o qq ~~yy C7 Of101i 0oo'~y ^ n7!O/, 0.q (~1
1~ OO~tD O~ Qi ~ W, ;OOj OO~t0:00~00 aD {O CO'GO'a0 CO a0 ':' ~n~hj n,W W~cD n!n ni niC01 C0_ III n~n'n~W W'
s i
~ ~ !I~_I ~ I~~ ..i. I I;~ ;; I! ICI
~~ I ! !
L:IO. Ir NtN f~N!m'I r N; MIY tO~cOj it N c7jQ L'l~<D ;r±N c~ Q~u7ItD r-(N4t7 it IA (D~ r N'c'>~'7 ~ t0 I
` ! lL ~, LL tL LL , tL 1 tL t LL LL ! LL I LL tl tL ' I iL ~ lL tL ; tL LL tL i lL iL LL lL tL `LL IL I LL , lL tL tL lL i tL lL { 1.L LL. tL lL ~ t
a~ ~a a a a:a,a a a'a a a a` a!a o_,a a a( 'a{a a al ma a.al_a a sfai a ala a s a, i
I l
~~~ I ~ ~ ~ ~ { ~ ! { n{nnr`-_~r; m~~cc~Im~ ~tn,tntr,+t;~{,
1 ! O Of'O1 O Q. O'• •CO m 4tWtC7 q ~ A n n.n'n n!n!n ~ ~ 'h•-~ n A{ti A n nl
~' _ R~~R R!~'~~ r!r r!r rte' _{r r~;r, .-~ ~r' r r,= :~=~ r,.-.ice ~ r .-,•-~.- .- .-
,~3 ! 1 i ~ ! ~ ~~ ~ ~~{ i } Ir ~ it ~ ~ ~ 1 ~ ~~ j •
~ i. ., ;, j t ~~
W I ~~_~~' nl cl ~ ~ ~~. a a c al.... _.. ...t _ ! ~ ( ! (_`~ !.-. s-s rs! i
2 _i t U+ _~1~ w' w.'c~• a~~4ia~~w~w ; cad ai a ui i3 ~il_! t31i3~_c7~c~.1 `~ ~i._.I c3~ i3~ c3 is "c'31•d~1co w. c~j ~3 >) i~:
r

0
0
0
W
0
O
C
V
>1
~~
U,
~f
G'
~~
~~
d~
I
d~
~"
c~' > I
~;~~
~~~~
o~~+
~~a~
~~
~~~1
e'
~;
~i~,
~ ~ N~ CV V C V. ~ ~ m S~. N N __ ,~ r -' _~ 0.~_ c0 N ~O O N N~ O O O +. _ 1~. ~ O i 0 O
{ O r 0 O. r
O O 0 0' 0 0 0 0 0: 0 1 0 O~ O 0 0 I O 0 0 0' 0 0 0 0 0 0. 0 0 0 0: 0
cl , ~
'; ' ~ ~ ~ j
I ;
' ~ ~ i
' _..~ ~ ~ _ _ _ I _
i
m' n N tD ~ Qf tD n ~t : N n T 0 m O ~y N lO , r p~ p N: p CO n p~~ n n~ W .p~ ' Ol ~ n n~
N'.Y ~D (A CV n 00 r ~-; N'r N ~y ~y rlr O(V!~ OO O. (y ~f.t0.0 O O n~m•C%') O'O O`
C O O -~ O: O O O' O ~: r 0 0 O O C O O! O C G! O G CJ C O O i 0 0 0 0 ! O~ O O O, O O y
C { ; ~ ,
I i I , ~ ~ :
i
_ I ! _
i I ~ j
i ~
~ c ~ i~l
7 R ~ ,r:S N Nr ~ O rr' O i ~~ ~j O..S S! _.. tm ~ O Oj0
'O O OO O i0.0~0 OO O C O O.C CC C: O.O .O=C',O O~G C.O O O:C
{
~ :
,~ ~ I
__' _ _ _ _ i
_,___ ___. __.. __.. _.__.___._ ~ __ I
c~ Q1 ~~yy pp N C7 Of of r ~'.n 10 (n~M~ ~~ -O N p ~M C•! 1O~N~V ~t'7i 0) of tDN'T.
~tO~N~~O ~ O1 •f -n, m~,,~ m v '< ~~-lD NN I V' ~ O,S~O {tD; NW r r r (n~tDI CD rr ~
O'; ~j N, QO C. ~CV;l7 {D'tC~G Oi ~O'O C O CO OC r O!O:O 'Or.OOjC O. "N'. f7'O O,C C~
i j
~ 1 _ II
OD n r ~. O)' N N nf- r T M N I t7 ~ of O) 00 N O"._•..._.:_ ' OI_ N i-_`i
i IC] N. ~~ m Y OIM;r ~ n~Ql. ~O O~ ~~ ~~r.' ~ j j ~ i
O rl rl r;.~%~ . O;r N-rlr I O O.~ r r .0,'O O.O~Oi i i0 r G;O O O~'I OO.C
a ~ ' -.
v. nln m~0 ~N'M'QQ~~ ttpp O ~p ._~O n n'rn N•__. M fD,tO 'NO: ~Nin ~~qq-OfiO N Oaf m
N't7 O r r ~• N t'7 N 1p~ritA iY C7 '7,f0 r.r C') N:r ~ N~.V ~Nie7 W 1~itpm ,NjaT m n11D. G0
fV~o') V N.M N ;M V'~NN l7`tV N lV'IV. N. N ~ lV'~ O. C~~.O ~CV; l7 N~r+r~r ~M ~f. hl r?r,
' ~ I I ~ ~ j i I I I ~ I ! I i
I
_._oOlm al~n a1~N, NI n: n O MYO, O- ~! ~e'f;0 }-~.N`-!~ c0 ' `Qf.N ~~~W
m N GD~C7 N - m,~f O f7ily ~ ~'ly r ' a0 O~W W W
~~ i ~ mom:
~ ~O r r, r~ j Oe= N~r'~r ,O, Cr'~,~-~~. :0-0100 O ~O C; O;O ~ ~0:~'~O C1 G' i
_ ___, ' ~ _
',d N ~~t7 N Cr9 0~~~IN ~. (15 ~.tD•tf) tG; .~ ~ ^~i'1~~ ~rtO~tD anD~N :SIA ~~m N '
+a~ N o ~ ' Sri' ~:' tp o of, ai' m tp ci n n ri , rn: ti oi; a ei n rn, ai' g I
v1 I .N ~jrl Sri ( ~ ~rj~ ~!~ ' Ir_N. n~~ ~-1~ ~r~N~QI:>Wtf) , IN~h'^fS iN n'~iN
O t , y ,
b Nr~OtNim O. +~p Qfi tD'a0 tD+N i~j~0 N_"__..~.0:_:. ~~~...~ S_j.-.',~__...{ '~~_c'f N-p~.~ I-._Ip~ I tr
(~ Ipln O Q1 r!f0 N M o0 W Mini ~F)~: N stll`~"~`ti• i1A ~.~ N-~!n) ~l
N;N of N (~pp N Ni pprN (~pp' IN t~pp {N~ {N-N m -aj fV~1~ cp ailm`m~ N N~apl Qf~~~N'
~ r N h.'i'iCO-: jr~m; af~1`91 ~~GO r t{ ~j0 N m~ Ie~ Y!n 'QIc7~th :r'1A ~D i mi" nl ,tD ~~Oi W- n
is ~ I ~ ! r~ ~r! i Ir ~ , i ,~ r ~ ~e-~r
' ( ~ ,
{ ~!_ I i
._.. i. 1a~ __ ~. Y_ i ae~~._1-.I _; . e~f.:_._._~cpp pp-~,p,-pp (Ny - p ._...~_Ioo~__ _•--;
O N~~~M N I t7~Ot~~YlmV ~ INO O1t0 In b! , m lN0 O>,iN N I '~ c0 10-oJ N~ .~ !S ti t~D, Q>'.. N!
aitV ottpp Nom, Io ~p jM!rnM~m vie:~tpaf p~' a,n~rnrnpp ai-~Iaiaip
` N~ir'tA '~-.~I~~OI ~ •-~N n,~do (ri.-.O~NaO ~ IN t~'r~R! ~ IN nl.=,g
r :
~' ~ r ~-
~ I
i
: j~ ! I i i I
~ ~
~ ~, i ~ i j j ! I I ! 1 i
-N l'7'N~n;m Nr MiN nom N.Mty ~n tOy p N!e'f'N l0 ~N{t7 Nrn <O1 ~N'c"~~_~n~m
~~~~rl{p'O;r ~~<..~.~,Ir ~~1QrLp~,r NY,rlm~~r ~~rfD!al ~,~~~~r
NI[7 ~l,N ~Ci. N M:.< 00 U'i. Of ;IV.M V!~p ~ai' 'N M'Y 00'N ~ NiC7 Qap~1(~ aj: IN M ~f,W ~Q~~
{ r-n N V n ,r~nNiv Nn~ r n N~~t~ jr: n`N;v N n r n Nf.t. u') jrj njNl~fl~ ^
I r'.N ~ N r N Pf N~ r'.N l7'~, I i r. NIl7 N ! ~ r~Nl'S ~' .-~N M11~
t ~ i '
i
i t_.......--..._-._«- ~ - ~___ ~ ~ II
i I i i }- --F - I 1.
14i,~ v°O; ~ '~ ~ ~'Nln ~. +~ v ~i,`cg,~'~•' t`a$~~ rA-,''cd;°Y'~r _!°~ ~I~ ~ m: ~ ~~`~'°~I~c`9i, of
In;c~
h~~ ~i~ p ~y Im ~,~ O ~y ~~ nil. ~'p ~y p
1~'n n!n.W m' (n h~n'n:aD m i~ tijc0 a0 N,tD.f~'aD aD N. 'Y) W COcD O.fV YIA : tDW o ~y
n'n n nine N n n nn W 43 n n;t~ t~itOcD, j
i ~ ~ j !
~ ~ ! i f ~) j
~ ~ ~ ! ~ ~
r N~f'){<;N tp ~r N 17 ~f~N!tp ~- NjM Y N'47~ r N~c'), 't W!tOj
1L{LL'4.~LL,~ LL~v 'LL iL ILILL.j4. ~IL LL.ill, tL~Ai.'ll.~ k ~~~ ~ ~ LLi
a a a;at ajj ~a~~ a a~a,a fa~a!a!a,aia! a ~~}a'
~~ , j`
~~ ~~ , f ~
ly n, ~: Nr N~N~ ~r r r jr.r ~ - I fly lylly N~N Ni
~^ ~'^,.n- n :''n A e~lr~lr~+ ^,n f. n n';ni ~m m%m m cri m~
~ i
I , I t ,
i ~ ~
w is c9 u ' ~;a ui rJ . f
._i._1_~-_.i ~~ ~ dj"<3 r3 ~_`o, c~l `°L`_°~ `°~ `ai ._I.c'1.~~ca1 co ui i3,
i
•- t N l7 7 N fD . 4 r N tq `t N, tp
4. 4L it IL lL LL+ I W tL 11 li. li. 4. LL
a~a ain.!n. al ,aiata a,a1a
~~~ j I
r r r• r r r
m ~ m m ; ~ ~ ©~ ' j <o ca an, cD ~m
Y~~~~~; ~~ ~ ~~ ~ s
` ~ { ~ ( ~--
~i ^t
N

0
I
l~
u
0
G

__._r.__- -- ~ " - __ .-
----r-- ~ --- p p
f I ~ N N' -...o _. N. fV,.. S __ ' .___ $ 8.j_-.._._ r".~
~, o ~;~ ~~ o:o olo o ~o 0 0 0 o i o 0 0 0 0; 0' rg o o'o o S o o;
Ip o o-o 0 0 0 0 o'co o !o o;o o'o I 0 c o 0 0'o u o d c'o 0 0 0~0 o d
i~l~ j ~ j ;
' 1~, ~ ,
'~~~~ I i j i i j '
~~O r n '~ t(/ N ~tpp -.. O ~y1 t7 : M ~ - M r •. N N ' .N ~ N M ~ N N ! N N : c7-~-. - fy~ N- ? e---*--~--i
e C( r r 0 0 0 0` r- V O H O O O . r O O O O O O~ O O' O O O ~Q-+ S~ I
O O O C O O ~ O, O 0 1 0 0 0 0 O O O. G C C O O O O. C 1 0 O '1 0 0 0 0 'O O O i 0 O
I j I
1 ~ ~ ~_'' I
I I - : ! ' ' j ' ~ I - 1 -~ I ~ ~
( '.N yy ee~~ N~N N NIN ... ;.- r~N N:.._~___-._'-' ~-'1N N I O r __;. _~.~~
I O~ O.O ~~ OO 0 0~0 O 0 0.0 O S OO O O OI ISS+O 10~0-
S S~S' O O
~1~ !O~O O OIO CC O G; O., O C, C:O O O OTC C C_O: 10'0 CI C-C C~ ~C O,C 010.
{ ~'i j ~ ~ '
~^ °' g ~~.o ,~.gio'o.o;o' ~~.o olo_o:_o__--- 3_o'o_o o.$' ~8!8~0 o'o''s; ~S 8^80 '"
i t I ; N t~f . j O
{Uj^i`o~o 0 oio,o 0 0 0 0 0 0 0 0 0 0.0 0 Ic~o o,0 0 o c;clo c c o; clo~ojo;c,
f...~:. !t0 (OD'fD~tO`n~` ~ ~Y~Y Y Y ~.._~ ~. ~. V' N ~ I~ o ~N'o.~ ~~ •N Nn,, Vf I^'n 'Of
f ~ M ~ V V!~I INf~ 17~17;Q ~Oir N'N
f i0 O O O; Oi 'O OI OOG 00 O.O C .~O O CO CC; ,OTC. O~OI G, O ,C OI C~O~OI
I~~~ i~ ~ I ~ I ~ i ~ 1 i~ i~ ~ j j ;
i ~ I i 1~ ~ i. j~ l
~'~ Y yy`rn pp _.: rn n l n (p L o. n .e~ rn v~ I n o M N '~Ny M~ - co ~-Oo I ao~-~pp- ~ pp~1 n~ o ~p av
( l'?;M ID ~~ M O'~;O Oar ~f aD c!O~Vf'. Q11r i _O A cO ~.W OIN~ ~N. N,lD h:L0 O1! r~Vl1[1 {O~n
= r r; r; r ~r!r'~ r O C;COje= C OOiO r!~ O~CiC O-C'. O. iCO O G!O
ice`` i ~ ~ ~ I~ I ! I I ~!~ i i i
j 1 ; p I. ..N O? O N N n'v11 In n. ~. O.aT
~ ; tD i0 ~ tD t0 ~ :. ~ I Y , a 7 ~ , C] 1n') 'Q I ~' to ~- ~ ~ S ~ ~ ! Y j '~t ~ In ' .-_`-i..N 17 t`7 17 - O r ; N f~ ' 17
~~' ;010 OO O' ! OIO C.O,C` C C CEO O i 010 Oi 0I0 O; O.O O10'Ci0 10 O G, O, O~
'>~~ I I I - 1 I I I ' I j ! I i j
r I ;
i_ _
r e~1 rntn n' m ~- !n`N _!n ~p n n M t h co t.e"~c0 Nl+~
[D ~fiQ1~!~ N tD N,rIM~ i ~IA ~ Qf'r~ {n
_ M - r t0 : tp O tp ttpp n ! M `Q . M , O M : ~~ Q1 . GO t0 r ~7 r 101 OD '
1D ttpp t(V~ ~ 01 ~O'Of ~ Of h~ of ~C~tV O.R7 O-<D N:~ N Qt ~'V'! IC! V o'f~r ee}} M
~~1~q Ir M; ip N O. I ! S'S, M; ~N ('~:W M' I NI V'0p N ~ I N~~f~W ~ (~ ' I N V01 M.
d'IZS r N. ! ; r~N r N' I Ni j r~(V, :~-,
O: I 11 (( i j l ( I I I! 1( 1 I l j
- ~~~~'~ ~ o ~,~ ~,~ ~ of ~,~ m n ~,Mi j rti~~;N ~ ~1~~ _~io~~ ;,°~ +~I~,~t
NIO eN-~ N Inl~c~uilo N'pQ~ iM M'Op r'011M ~ iA fD ~p e1 Oflpp Ilt11v n:~{ tq '
` I V tn.~ ~ ~r ~ Vi^IQ1I^ irl~'• ~~n;o1~' ~ ri N; al nj`c~l v. : N~M t0 01; SI i NI M!tO~W~:
1~ri i 'r rl I f j i I i~-.
,
,
d i ; ~: i
; ~ i ! .
I I ~ l
~_..r__:._ ~.. _ ~ _
___, _ .._... ... _._w__.~.--_._ _ --I .}
}ptp{~ f ~__ ~
S rlptnp0' I~ 1 N~ N M-~f .. O MI"Q' ~~ ~nW'tnD ~ ~ Vf~r0^! S'
ccpp i I W Y' W O I~ ~ t0 ~ I r I t") ( ~, ' In ~ I I t
q Icq'WfN O ~ ' ~ RI (O.~y'O i0 1D; N~of~N 011N v ~M V~t~f,r
~ ICI fV;r NI of tO. ~I S: Nj N c0~ ml~ Ni ~N~V:W, ~I N; -. NI'RI cO t")~N~ 'NI <IQ/: c'f~
r fV : t~ ~ I fV
~ !
I ~ ~ ,
` i ~ I ~
L. p _ _ _
1 1n~~.~ ~y O^1'N: ^pp~NI N1N^IN~ ~1w7~`Q rte-. fNO ~Onl~~l ~ I ~1(7'NY'~.~ W, N~ !1(jY~ I~~~.~_N _...~~wVl~~ I
t0 IA~'I ~.tD~01'r
~:q N,f+f Y 00 01, '(V,l'7 Y pp : Ef) OfI -:N l'lV; ~0 1 'fV'M Q'47I U7~0) fV,{^1 V l+D 'Ql '. (~)I t7Y'p~1
iH ~ r, n'N v 1tf~~ :r n~N ~t r. n~N;V' ~ n I r; n~N:V N ~r n~N.V ^ r.f~ N~d'~~i
IQ it Nii~ ~ _ IriN ~ ~ I r N. MIN I ~r. N, N•. ~ I r Nj~~lCll I ~rIN (y
I
^. I _ _ ,
1 I ~ I -:'__i ~ ' ...1 i __ ~ _ I I 1 I I j N _ ~ ~ tp ~ II j i '.
.. r-r'n,p nl ~~01-t0 ~, 07 tD, .:.M .-~.. ~y-10~. I rI itA . c~I. NI ~~tO W4 ~Oi ~~~lafp Qj TN~~'~y ~ i
~~y f1D~fD CO OMO [O IN~V' 1n n p~o GNNO O d S n 1qq7 anlyy gq11 10 V I .. ~O ~~Q tND,
~{ ( Y:tn~tD W t0 ~ ~ hi nln W~ml M,iAI1D.41~t0 c0 12 iM~1(I. tD~ W 0>- ~ch:lA ~'tCjW01- erj'N t0'O, O.
r~"'' n:n n n i nln n;n I ~ n!n~nyn n ao! fn'ninlnnlao :nln n1^-n~
I
' I i
~ 1 [ ._ ; I I ~ ~ ~ ! ~ ~ ~ ~ i ~ 1
!~{ i~ 1 ~ r i ~ F ) 1
s' r ~ ;
~'~~ r Njt71 VIIl7~ta~ riN r') V~Y1~tD' •-~N~v7 V N~cD' ~-~N~c7 ~'V'~W1tD t- N~M Y tn~i1yD .- N1y, t~ ~tIN~
. LL ll, LL : ll. li. LL " lL LL. IL lL t LL tL LL ~ lL ~ tL tL 1L , lL' lL ~ !! LL I U. LL . 1L Il 1L !L LL ' G. ~ ~ 0. ~ li. LL
al ( ~a a a:a a a, gala a a!a'a a,a,a a~a~a 1a+`OLiala~a~a n.~a~a ~` a! _ a a
I ~}cr~o1 a,rn o f ~ I sn I i ~ i !
~N t0 tAM)'h tq t10; 47 tq b~iq,l0 mot; ~f!~f sf V~f~ ~ ~MiM M M t0~lO N~N N N N1N1 r~r rrr rl
j jri ~Ir .-~~~~~ r.r r Ir r r r, r: r(~ rlr r r rir r ~~r'~r r~
~7 Ij ~ 1it J I ~ I i ~ t I Itt Ij ~ 1 1 i ~ li ~ ~1 ~ II t ~ ~
11 ` i
_ ~ E id w a a~ i~~ a~. !.`~.L.`~_l ~ c~14 i0' a`ct3i'di a t~'~i_ _ca ~<J~ c3,~~ wl'c3~idl C'~3! c3j i8` ~5 i31i3j ~"c3 ~3~_r31_ui WI

9f
.._
O
... ~
O O`~~ ~'N
~i~ O 0 O,O O OI.O
Y}}r~!
n i
+
C~
i

c
~

~
! ~ j

i
f

D -

l
~O. cW
O~'O'~- N.CV•~.
7 Ci 0; O O O Oi0.0
i
~ ~ i
~~
I
_ _qqf1 _..~_._~
O' C~ Ol 0.= ~.
~I - ~i-•I
~t~~ tp
~; ~ ~; ~..... 010
t: Y; O fp'~~ O7117
QiTi '-__
.~ ~n coiu~y
~ ~. h ~ •' ' ! N c7
~UJ~f I I I '
f
a0 `._ tD~An Oa ~. ~,
i i
.-. ~ ~ 'Ij to ~ i ~" I N LL~
~0; ~ ;
' i_w-.
~~7f ~ I~IN ~ N~OV,'~
W ~„I ~ i ~ ~
~ ~ y ~ # ~~~
i
s' ~}'; y~ i }
`~ c S~ IMF Nic+I ~~ffl; tD
a--~-;-~ ~ r i
s,~,,
=C~ ~ ~ f ;
}, ~ ~ ~
°~a! ~~ io ono 0 0~0
~~ ~ ~•~;~
~~:~~, ~~
`~~~
~~; I, ~ ~;
~~
_~ o~_L a~ J_~~p

O
N
~ O
O ~
c +
f0 rr„
d O
t0
a~
~ u
n~
°'
0 0
J J
o a
N ~
m ~
E ~
tD
O
J
(O
0
O
N ~
~ co
a
0 0,
C c
O
a „
c ~
f° +
O. o
0
N
g n
~ ~
o.
rv
oc 11
O ~
N
E -~
f7 11
O ~
f/) >
O ~
J
cD
O ~!'
c7 C
O
N
N ~
~ ~ M
c v
R1 ~"
~ N
O fCp ~
N Q. 11
E o -
~ ~ ~
~ n
N
~ ~ m
c ~
0
O ~ J
r ~ ~9
o ~
N 11
~ ~.'
E a
~ ~
O
.J
O
o
N
O
N
O)
~- ~
O ~
C +
~ ~ r
a~
m n
Ll. ~
E p c°a
c ~ oi`1 u
a~
N ~~
0 0
J J
7
0 II
N ~.
~ ~
E
l4
O
J
-7
O
N N N N N N
(w) uopenel3
(w) uonenoi3
!
~' a a a ~ N
°
o~ ~ cn cn ~
_
N
0
N
c
0
0
N
O
0
(`)
N
0
N
E
~ ~
w
b
~-

j__.._ _ O N _._
fto a a a ~
~ ; ~ 3 s ~ om
L _~... ._ _ __-_.._..._ ._. .___~...__
~ ' a nl`. a c vii
:o ~~c
~J ~ S ~S ~ to :.
(w) uo~enal3
C`') N r
~~ a a a ` `~
~ ~ 3 3 ~•m
O
N O 00 cD ~! N O
N N N N N N N
{w) uopenal3

0
0
0
0
0
0
0
0
0
0
0
e
s
a
0
'.
~ f7 N
a s r
C ~ ~ -...._.
~ d
~ O Y d

~ lL

M a

N a

f
!~ ~ ©,~

~ ~
} }
? ~ m }
> :.
m ~
._ _.... .. _.._ _ N O :.__. 'OV
N
~ .. p
N
rn ~ V
rn
11-
U
~ ,~
M
p ~+ o O o
C tD
a
• N C ~
a '
~ , o
~ c `+° o
u m ao
4. cn i 4.
4' I _ ~ ~ i N

o ~
_ _X
E n
o ~
E
a ~ ~ ~ a
.. _x_ N
~ ~ ~ _
~ `~ ~ ~
~
0 --x-- o
~ ° _
p cr3 ~..
0
~' :a ~
~ ~
i
N 11 N O
~ ~ o in E n o^
ni ~ ~
'
~ _
~ ~ ~
J O
~
._'L.
O R
'
_Y
_ O
st N O CO t0
~
! N O to O' 1n O

N
N
N (~~
c
N N N ~yy
~
N
N
N
N
N N
N
N
(w) uogenal3 (w) uouer+ai3
~ ' M N .- ~ is ~ ~ - c") N .- t~'

~J ~ ~ ~ ~ ~ m ~J ~ ~ ~ ~ m

N ., N
~ ~
_
Q)
A
M
M
r
O ~
O ~
p
~
~
O
N C
~ ~-
~
Q.
a , ~
~ n m n °•
a~ a~
~ ~
in
r- ~ N

_~_
E
o ~ i
EE
a~ ~ ~ a~- -~.
0
cr a
a~ ~ ~ © ~ ~ ~
~ ~
c
-~-
° ~ ~ ~

._

X ~
0 0
J J 0 9 -~
~ ~-'
o
11 ~ U I
~ y

~

~ N ~-
~
~
~
O
.-
E O to ~ Oi
R7
O
~ ~
~ ~
~
' ''~^^
V/
O
J i
' O i
(p I ~ r

O CO fD a} N O O In O O O
V
N fh
N f7 M f7
N N N l7
N 7
N f7
N C')
N ry
N CV
N
(w) uogenal3 (w) uogenal3
N

I ~
o E
0
N ~E
~_ ~ ..^..
~ N
r" G
~ ~
t9 67
a ~ o
i
~ ? i
aU
o
^..
o II
~ ~
o ~, • ~-
II
O ~
d ~
N ~ 1
LL r`
E J O
(D ~C
~ II
~ ~
O >
..! ~ i
t9
-' _x...
N
O
M
0
N
Q~
O
(7 r
~ O
p
C +
~' M
a
N C r
to it
a~
0
N E ~ -
~ ~°o~ u
~ ~
~ ~ ~
O J
•~ ~
O O II
r N ~
Nm
ti >
E ~
t9
tf7
O
J
O
7
•o
oy In
N N

~

~

i
___...._~
~oI ~
pi a
o . ~n
~~ ~

N
a
v~
3 (w) uo~ena~
._.__t
~ ~
a rn
u~ ~ ~ c I
3 U m
E
N E ~ O
~ $ ~ -...

a
~ ~
r C
O N
f
•~,. i ~"' O
O p

cU i
~ ~u t
co
.
a c'~ "~
~ ~ a ~
~

I z
t N

g ~
O
( ~~ . i~
~;-~~~~
,
E
o
~, - N
'
a ~ ~ fi
o.
-~ i c
c _
o ~n ~ ,~ ~
r. 0 0
o ' ~
~ 0
~
ro
~ ~ '
~ '~ 1
~
1
°
~ >
E ~ o ~ E
~ ~
d ~ ~

J >
4' I J
~
. i
- p '~
-
...
t o O O O iA O 0 0O t o
N N N N N N N N N
(w)uogene13
(w) uogenal3
c7
w N
w ~
a
~~;~ n
. a oox
~'
L._i _ `~'r
_ _-- ~
-- ~
---_ ~ m ,
____

O
sf
0
E
0
N
0
~-
0
I
N
c't
O
N
N
N '~
0
u~
:~
~ ',- t7 N ~ ~ .~'
a a a ~ ~ j
~~~
'~ ~ ~ ~ ~ CO
ID/ ~~C
J ~ ~ ~ ~ m
O
tD Q N O fD tD V N O tlD
r
N N N N N N N N N N
(w) uoi~ena~3

~ ! f7
LL N
tL ~
lL
c f4
w:
~ml a
N a
y a
N ~ec

~
~; 3 3 3 m!
--~ __ _ o
0
N
~ E
`
a
~ m

co O ao
a m
C y
cV
a
~
0
T'
(Q
~~
u~ '
E
o ~ _ ~
~
_
~ ~ ~ ~

o {
'
I v
~
o~ X

fJ J
"f
~ Iy

E ~~
~ ~
~a I

o
N

0
J
t0
~
_ . . _
O
~
O
~
O O
O
N N N ~y
N N N
(w) uogena13
~p~ a a LL ~ ~
o
. OY
~
! J :
G!
j to
's fn
3 !n
~ c9
~ m

~ -
- ~-
~ O
-a
o
N
rn

~O
o~
~~
co ~
p
O
•
~.. . 5:
.
a ~
~
3 .:
T`
q
-
.

~ ~ E
N

a
m ~ X
*?;i, ~~. ~
r~

~ ~ ~
~
J I < .
p
G ~
7
O p
m ~
~
^O O
~

c0
61

O
J
~
7 I

O
~n
O
u
~
o u~ O
O
N N N N
N N N N
(w) ~9~e13
v

A
1
1
1
1
1
1
1
i
t
t
~~~~ ~
L~~® ~~ ~'
CAL.CULATI® ~ ~~ ~

0
0
0
0
~~~
~~
N
C
O
i+
RS
v
V
a~
.B
m
L
fV
G1
N
7
O
s
N
Q7
J
Q
F-
F-
i
N ~ M lT r to (D ~ (D N r to O V O t
O M M O N t'`> r O N 0 1~ N O
X 3 r M ~?' t1) r 0 ~ `~ O O N M N I
Ol
to tnN~~NON~ON j(
O M N M M (D O r (~ M CO r f~
r ~' 'cr r r r I~ O ~"' N O M
~ 000000(pOM Orr r.
~ O 00[70000000 '
d~ N ti M t~ N lA r N CO t:0 to r
~ C N O lf') Lf') N N O OO f~ r .~ f` ~ ~.
~ ~NM~1~tn~aovvt*i MO.
a
COtnNrMrNrlnaOODto
C r N N ~t (D Q~ O N O M 00 00 O
.~ l1') ~ N ~' O M f~ CD N r r M O C
NOr(yOtnNt~ Nr V trj
a 0 ~ ~ ~ M to (D t17 ~ N r' O c? p
C
~ ~ to to to to to to u7
U ~ M r 0 O n r O M M V O r
~ U W O <T O~ N r r 0 0 0 CO
o ~ 000rr rr rr000 ~.
U
t~ONr00MMtnNtnO1~
W f., r r I~ (D (D M O ('7 O M M
a 0 r (~ tt) t7O r ('7 N 0 0 M r
r r r r
rn k
co ~
r Q
O O O O O O O O O O O O ~:
ti ~ ~ f` ti ~ ti ti ~ ~ ~ ~ V
In In In to t(') to In In to to to to
n O O O 0 0 0 0 0 0 0 0 0
-ooooo0000000
N N N N N N N N N N N N
M M M M M M M M M M M M
0 0 0 Q) O Q~ O tT O O O O
(D (O tD (D CD (D (D (D (D tD (D (D a
:~ ~t V' 'Q' V ~T V ~ V' V' ~' V' V
- r r r r r r r r r r r r
r`tit`r`r`r`tir`r`r`r•~
u~~tntn~~tntn~tntntn I
_ tt
L ~-' `~ (D ton N '~t ~ tT ~ ~ M ~t o0o ti ~1
G O O Q1 Q~
N ~ ~ '~t M i~ cM7 N N O ~ QOi tm tD ~ f
~= C O.-'Mtn000r~rptnMr~
tV °
fG U O M (V r (D ~ to r m~ lD <T k
Q. r [D O ~ CD tD N (O r
> E ~7 O r r N N N N N ~- r 0 II
Q ~ ~~
~I
~ +~ 00 ~t N O O (D ti O M CD tT ~ (0 ,
~ ~ .C
~ a O M N O (D (~, lA O~ r N [f tv I
~ E v v to cD r~ r~ cO to v -~ E
m
Q ~ =I
c
c
c~ ;
~m ~~.o
~ ` U
.= a ~ ,~ ~ ~ o aEi aEi ,
~ (CO ~ ~ a. ~ ~ 7 ~ ~ U O tU
~ ~U.~Q~-~-~QcnOZ~
O
m
Z
U
rn
m
r
ctiti
m
m

~N
J
~O
is
~~
v
~U
m
-a
~m
L
S r
J ~
~~
d
3
~~
fS1
N
. `
~~
7
O
Z
U
:L
a~
o
.°-'
4._; Z
J
Q
H
E-
to `
~ ~
~ 3
X
N
O
C
3

~M~O~!t1 OQ~i~tiNM~
~t N to O ~ r N N r CV ~ CM ~
O M DO O O N M (D M tT (D O
O r 0 0 O I~ N (D o0 'ct r 0 to
0 0 M O O O O c'7 M r t!) O N
0 0 0 0 0 0 0 0 0 0 0 0
dMtnt~-(DaDQ OO ~ODNt` ~
C A N ~i' V' 1~ O M r 0 0 V f`
d ~--- ~ N ti N N V c~'~ c'7 to tf'> CV M~Q.
COtnNrMrNrtt)aoooao
C r N N V (A O O N O M t:0 00 O
to ~' N '~t O M t` CD N r r M 0
.. N O r CV O~ N ti ~: N r V: ('7
~ 0 ~ ~ ~ M to (D to ' N r O M
i ~ ~ i ~ ~ i ~
c
~ 0 In r In In ~ r., to ~ to tf') O to
V M Q7 00 O M '0' r
N U C1J O O O r- (V r ~- 0 0 0 CO
`~- ~ O O O r r r r r r 0 0 0
O u'
U
W
a
c„

I
tiONr00MMtnN OOti
f`rrt`CDCDMOMOMCh
r r r r
rn
r
O O O O O O O O O O O O
~ ~ ~ ~ ~ ~ ~ ti ~ N N N
In In In In In In 1L7 to In In ~ to
O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N
M M M M M M M M M M M M
rn rn rn rn rn rn rn rn rn rn rn rn
CD tD (D CD (D (D cD (D (D (D (D (D
r r r r r r r r r r r r
ti ~ ~ f` t` f` ~ f` t\ f` f` t`
to to to to ~ to to to to to ~ ~
cD
"' c3 X tOD N (ND tv t~ O O ~ N (~D C07 r °'n
C ~ ~ tT~tMf+M00N 00h <Ttn(D
= C O R M In c0 ~ ~ ~ O to M '- f~
~ o
N U 01 M CV r (p ~; to r 00 `~ (D <T IX
~- O• r (D O [r CD CD N (O r
Q E~ O r r N N N N N r r 0 -~
H C
t6
O ~ O ~ N tT f` Q1 (D O ~! t
~ d. O M CV O ~ ~ <A 0 ~ r N V' ~
> E v v to (D I~ r• cfl to v ~
a~ ~
~ ` .n .n
~ ~~L N SE E
C ~ C
O
'~
C T O d~ > U
~ .
~
.
-~iti~¢~~ -~iQ(nOZ ~
[!

J
Q
H
0
H
N
~ ~ 00 ~ ~ to O l1j ~ V(D N ~ ~ l(~ N
X 3 t[') r CV r N V C`7 N ONO N~
O
~ 0 0 W N 0 0 0 0 O (D tr O
»- I~ O N C' O O 1~ O O r N 0 CO
0 0 0 0 0 0 0 0 0 0 0 0 0
j 0 0 0 0 0 0 0 0 0 0 0 0 M
i
~ (D tl') O O~ r 1~ O N CO O O H
U C r M r 0 0 0~ M 0 0 O
a vCD N ~fMrrNMM~`-NM
~ N N tt (D O) O N O M op o0 O
to ~' N ~t O M I~ tD N r r M c0
N ~-' N O rnjOtnNt` Nr'~t•j
= a 0 ~ ~ ~ M to ((~ tl') ~ N r O M
~+ C
~ O ~
~ U ~ M '- ~ OD ~ r ~ ~ M ~f ~ ~
V N ~ 00 0 0 0 N r~ 0 0 0 00
~C p Ll. O O O r r r r `- x 0 0 0
U U
r~+ +• f` O N r CO M M ltl N In O~
~ W i~ r r I~ (D CD M O M O M M
~ n' O ~--- M~ 00 r M N 0 In M ~-
'[j a- r r r
7 O
m f9 CD
L r
~+ O~~~ O~ 0 0 0 0~~
~ t` t` t` ~ f` ~ t` ti t` ti f` ti
Ln I.n In In In In l!') In tf~ In In l17
r~ 0 0 0 0 0 0 0 0 0 0 0 0
~ - O O O O O O O O O O O O
N N N N N N N N N N N N N
~ M M [`') M M M M M M M M M
0 ~f ~t ~f ~' ~ '~7 ~f ~f' `Q' V' 'V' ~t
.C O Oi O O O Q~ 0 0 0 0 0 0
` (D (D (D (D t9 cD CO (D c0 CD cD CD
r ~--~ ~-- r r r r r t- r ~- ~-
f` ti t` f~ t` ti t` t` f` ti t` ti
to ~ to In t(y t1') tc') u~ tl') lf') to to
N
~ ~+ ~ O C.O tt7 N CD ~ sue,- ~ M U7 00 N !D
`,~ C N D QOj .~ M~ M O N O r O t[') cD ~
~ ~ _ ~ O r M tf') CO Or ~ r 0 tf') M r ~
O M (V r (D V to r ap t7 (D O X
r (D O 'd' (D lD N (D r
~ O r r N N N N N r r O .D
C
CD
N
N V N O O O f~ O ~,,~ O Q~ ~ L
(9
'ct 'cf uN'J (D tD ~ ~ ti ~ (D t[i ~ ~
C
C
~ ~.
~ ~- t] .L]
is
~ w ~ ~ L ; ~
C~ ~- `- O O U N
C.n C TC Tm[1 7 U
O ~''~LL~Q~-~"7Q(n~Z~
7
.-.
N o
mU
(~9 O..
Q O
f".
N o
~ ill
II ~ a
V Q ~
f"'
Q1
~"

w
f-
a ~ ~
U O w
w ~- Z (~
Q W ~ X
a a Q W
G] D D D
U
Z
.•
c
O
v
c
c~

a~
~.
N ~
c cc
o n
~. z
~U
rn
~ ~
T
N L
~ ~
O v
t }
~ ~
c~
N
L
+'
QI
.a
m
L
..+
R

O oD cD v N O N v c0 co
~ay~ui

w
t-
a ~ ~
U ~ w
~ ~ ~ X
aao~w
D ^ ^ O
U
Z
.r
C
O
U
a~
c
c~
m
~~
~z
o V
:•
~o
rn~
~• w
~ r.
~ L
N ~
~ ~
O )"'
t ~
L
L
O
N Z
a
a..
r-.
v
'a
7
m
L
Q~

O N CO V N O N V (D OD
r.
Sat~~Ul

w
H
~ LL ~
U ~ W
w ~-- Z U
Q W ~ X
~ 4. Q W
^ ^ ^
U
Z
...
C
O
U
m
c
c~
ai
c ca
o u
~. z
~ U
rn
+. ao
~ ~
~ T
N L
~ ~
0
.~ '~.
~ 0
_~
L
Q~
Q~
M~
W
L
+-

00 cD ~ N O N V CO OD
~ay~ui

~~
C

0
0

u
0
~~~ ~~
1 STREAM RES~'~~Ra~'i~V~9 f~~~el~,l
n

r_
0
C~

7

7

® O
ROJECT: J:\COMNOS\39719\STREAM_DESIGN\JAlO.TSH
If'ldOAE~7f,° S.d3305~0 118-~~30f9A1
b
n
b ~,
n
'y
a
b ~
S
O a~ c
Z ~$ ~ b
O ,~ o~ o !'
~ agy~~
c~ ~ ~ ~ ~
~~°~
om
°~
~, ~' e~
~m ~''C
o r '•
'° ~ r
`^ r
:n h
i

ti

b
`'
c~
t
y
"i

D G

°
~
0 Z

a
-, o Z
~
~ ~ a Z
ti
`f
~,.,
r ~
;v ~
m

REVISIONS
PROJECT: J:\COMNOS\397-19\STREAM_DES[GN\STREAM.TYP ________________________________________________________________________________________________________________________________
A~
2
a
N
x
OZ
vN
Z -
Z zz
.

.? ~~
D°
m 3•
D
z
3
'a'
0
n
~~ o
~ ~~
A r~ ~ y
m m z
r ~ ~ O~
i~ 05 'b
o
A A ~ ~ Z ~~
-I Z C ~
x ~ ., ,b
n o j
D Z I~
O ~ ~ b
~ ~
a~'~~
m ~ R~
N ~ ~ M
~ -~ l ~ ~S)
o m ~ ~
tD y
~ .
W O
t0 N
O
n
O
_y
O
z ti
c~
0
ti ~
m
~~
m
F

O a
O~~
~~~ _I
~l^.,~ ~I ~ I~
`oti
...`~, =III-
O I-I
~I ~ li
-~ ~ ~-
O
orn
~~
~~

w
N

- o
w ° m
m N 3 ~ 3
-:
+ o ,~
"' m
~ z ~
o
~o ;~+ ~

v ± C 3 ~' {
"
:
o ~ o rEA r
- m ~ D
,~ ~

3 0 --
Q, -
• ~
s ~ ~
~ _
~o ~ m
-n :n
~~ ~
0
~V
n
O ~

~
y r

~ iv `o

~ m
~ ~rn
ti.. ~il ~
r ,
c~ ~ n '`
~
~ ~ n ~
2 o
N
O
~ ~ ti ~ ~

~ i ~
O 7
°
~
~ ~
o ~
r,, 0.2 m (Bin)s
_,

~7 ~ m

~ I
~ ~
rn

2 p ~~ ~ ~~
r
r
m
r'T
° J

~
i y
i ,
V
~o
I
` nom I
~ ~
m
Z o ~~
°I ~
I
I
ao
~~
~~
~~
~~
rn~
g~
~~
~OQO
_ ~
~~~~ IIIIi~o
Nw°b -III ~ N
~ ~~~ 1111111 ~'
~ M~"; ~-
C7 ~~~,
~ ~o -
f ~ 3 ~
~ g
~ ~ W °~ g ~ °
n ~ ~ ... ~ ~ .-. 2 cn
rn ~ ~It ~ y {
2 -F ~c
r~ ~ ~ n
nl ~~mm
(~ ggmm 0.35m
y o2~~ i g (I.IttI ~
2tno~ ~ ~ ~ I = u~
Z mo~~ ~ ~ III-~
III O W
~
III

III
~
,
~ v
I
~~~
~3 ~O
~~~
~ o
z ~ ~~
~ o~
•~', m ° z
gm
~z ~
~~
n b
~~
r o =
~ ~ ~o

REVISIONS
PROJECT: J:\COMNOS\39719\STREAM_DESIGN\DETA S:{3F,N------------------------------------------------------------------- °------------------- ° -----------------------------------
I I ~4~.. BANNFULL bTACE
a

~.1 > ~g
~ ,
-
' _
rI r~g
`
r
ZI ~
\~1 '~ ~~ 1 Go~
a ~
[ Ir ~~~
~
'
1 ' / o ~O
i
F
4 ~
I -.~ ~ g
~ ~.
y I
?5~2 - BANKFULL STAGE

a~
" kl
~
N \I
N
m O '~
~
~ ~ ~ ~ 8 ~~
~

s s
r~
I F
D p R7[ '
i
ft

Z
-
5 {
i
irra;
m ~
_ 1[111
-~~
€
~' ` : I v
A ~ R
N
~
~ a::
i.-; ~
m ~ 7
Z ~ 5 ~ ~

I, m

', F
A
R

8i;
g
~
A
A r
~

sR
~
p o p
D '
~7
A ~ ~y
m o
r N ~ O~
0 0 ~ ~ ~~
o A y r x
A i ~ ~
x ~ ., 't!
n °o j
Z n J ~ ~
D N ~ m
m ~ ~
N N ~
(~
o I'I ~ ~ ~ m
~ ~ V
[ ~~~.1I
lD N Cr ~
0 'F'0: °a
~
~
_ r

~
-n
A
~
~ Z
A
/ m
o~ ~
K
S b I.~
~ N
.~
r ~ b
~~ ,~
z oS

< in ~
m

2
~
~ O
\ ~
~~~ O
-~
~
/ C
D
~
m

o> _~
a~

~
8~ 'A
~$ ~
R
:
~, ~
o~ ~g D
~ Z
m

~ °t
c~ R ~~
C
D s m
~ m S
Z s
m
o
~ I A
n
~ N
~ '"
(7
T-
m
_~
(J
Z

W ~ m

N~-
~nv VA RIES '
m
rao n~.'.t`..'-
~rC T D.. .
N
~ mtn in
Nm~ o '-1
pvm ?
Z Df'f N
N ~~ _
fl ~
-I ~ a
v
m
:v
N .., ~
r.j.. v
y m
-1
~yT m
m ~ ~ o
N ~
3 n
rn C ? ~
UJ •p~
o vniim
1F n ~
vrtn
nm~
~^'m
n
~AC~D
_mn
znz
~m~'
ro
Zn n
~x z
mn ~
~Z
-,
BANKFUtI bTAGE
r~

444~~~~nnnn;;;; uuTT I ~ 1
~ ~-~
~~' /
~~
F
O~
m
~
~
_
~ ~

T
D /\ y
~ J
/ >~
~m ~~
"Z ~ ~ ~

m
~ I
~~
~ y
~ ~ ~,
,'f-
o ~

m
,~;
s;~~ A
o ~ ~
a
z° 'li: :'.: 5 ~ 7
~ ;j~,; ~ p

'I ~

\4 ~~
>gg
sR 8
A
R

~ o
~
~ ~ ~
~
o ~
Z
~~ g i
~z m
a
~~
r '~
L
nro
r

~
m ~

H o

i e ~ ~ o o

@~ ~ ( O
REVISIONS
PROJEC T: J:\COMNOS\39719 \STREAM GESIGN\JALO I.P SH ----------------------------------------------------------------------------------------------------------

m
m
o ~
m ~ ~
~n .~
O ~ N
a ~ ~ ?
~ n ~
~'~m
v°,~x
0
~''wc
m
N
Z
T N O
D ~ m
r
W ~
r O
m
O~
Zy
Vf y
--I N
m=
Z
I \
V
~~q
/~
n
nl
-~
I
~.
0
0
IV
O
O
O Q
~~
A ~ ~~
D
r N ~ ~S
_$ ~~ b ~,~
~ O ~ ~ ~c
~p ~C" z
-I Z C ~
= o ~ ~ b
n o ~
o ~ ~ ~ b
A Z ~ b
n m ~ R°
N ~_ ~ b ~
(D
o m y
N ~ 1 ~ < s
~ + ~ V
W 0 b
r ~ o
m ~ z
O p
~,
:
:
___- ~ ~~
_ _ .._..
:
ii
I ~~ ° / /
., . ,, ~ ~
__ ,
~\V~ .. 3 I
~',~ ^ x J
I ~ \ ~ \
\\ \\ I it,
\ ~'I
t ~
I \ \ .`
j
~~ i \
' i ':nooNn\
i I \
' ~. \ mo 3 mo \,
fC-.O m~p m H m n O<
~.~<~mcm n~xon
~mnx~o ~ rz
~~~, ~ i :n~v+m
= o m m ~
\ ~ r v ~
---""~ '~
_____-------" \ v
~4T
cy~/~~
S~.
F~
yFF
T
s
NAD 183
/~ SALEM CH R0:'SR_130(

0
0
i
a

REVISIONS
PROJECT: J:\COMNOS\39119\STREAM DESIGN\JALO 2.PSH ________________________________________________________________________________________________________________________________
~~
~' °"~
,~
~~ / ,~
~~
~~
I I III /~~ i
1 I ~i / l' l ,,."
I,
~' ~// I S
6p0tttq .~i ___.. r
~ I -_ _._._._._..
__
/ ySP I I ---
~ ~ 1~ ~ ~ /
z ' ' ~ ~~~ f
S
r
SSd d~ g5pmm `' o ..
__~;~ ___~_ - _ v
._--_ -
i ti
~ i;
r~
/ i
~! ~
I

` > ~®®®
' I I
' I
(~
v 1
~. O
0
0
W
O
O
DSO
Dim
mp
ZD
yv
-~ ~,
mz
Z
cn
0
Io ~ o
0
~ ~
D
r N
m ~
~ 0 5
A A I/1
~ Z ~ ~
i ~ ., ,b
o ~.
n z Ip b
o ~ ~ b
D
m ~ R~ b
N N ~
C (p
O to GI ~.
Wp
!0 ~
m
0

(n
m
v
~ m
o,
{~
N
~~
x
A
I; _
f ,l
~o c i
i~ ° r / 11
m it
I i ~ / /
I // ~j/

i ~
~~/ ~~
~' ~~(11
SSd d~0 L\\ Sn
/1

1 i
1 7:
~S = ~ 1 1
~ n 1
~ z , i
_ ~ 1
~ o m m n 1 l
~ x ~ z 1` ''~
nv+~ -- -_
x ~ - _ ~ ~~\
~ B/
~; ._.
i~ ~ li `, Q I .~ ~ i 'I 1 I
/
j '~ _ _ lif' 11~i,
/ _~ --___~,II i' {~~ \ ~• 11 I I I
i it `~\ I I '. I
~ i• i i 1 I I ~., 1
I i
-- ~ -'-'---'' i / ~ 'II i ~ ' i iii E,~1
'% I I I I ~ 1 1
1 Igll "~'ll
i/ i~ 1` r I I I ' I
~ j %/ -------- X I III I
:.-'~ ~. ~' i VI 1 111 Y.~~ j
~~.\ -i
I I 1 1111
.,-~'
1 ~ : `, ~ I I , ~~ ,
i I
...... `~, Z ; I ;~ ~ ~ 1
1 - ._.- I I I'. 1
1 •~~ Z I I; I I
1 m i '~ 1 1
~ ~\ _ f j ly ll
1 I m! •~1
`.\ `~ 1 1 I .f.
I I I;1 1'i
~ '~ 1 1 I I.. Iil
,__ ,1 1 1 I Ij l'1~1
._._... _.... _;_ 1 1 I ~ .
n
z
z
,..,.. : /
,-
: l 1 j ~' i
~~V ~ f i I ~ j ....--~
1
~ \ \ ~ / i i I --~- ~-
\ 1 ~~ ~ ~ ~
V ~~~~ n o
1
'\ ~'~, 1 , ~.. ~' i T ~
~, 1 ,; ~'" ~ I r n
'' _...~~ ._., 1 r o
. /~ ~~ - / I ~ G'7
1 O
I ti r
\ ' y I 2 ~
-- - / y
Y - N
i!` !~
i
`;` / ~ ~ m~
I % ~'' C7 ~ O
~ ~ j ° mo
z
1 1 N r 'O
' ' ~ r~
1 1 A
1 C ~ Z
I '~ ~ m m
•. ~~. ,..
1 ~ Z
,, ~,` _., ., o ~n
__
~ `" m
i-- n
_:,,__ -
~~~ ~
~ ~ ~~,
/ ~ `, ~
v, `. 1, ~
i '•~ II ~
'1 ,
`~~\ I ~.,,.,,,

_..._
j

y -------
~: _
- ~~~
b 133HS 33S - 3NI~H~IVW
,,._.
1
1
I
I'
!I
' 1
it I.
• !i x
1 it 1., ~1
I ~ I II. •~ ,I
x
~i I
'
u
.1
I i~
---- " - j ill I'.li
I II
I I
f'

~ j 11' 1
i III ~ I
1 I
I
1 1
~ II
' I
N ~ m
01 ,q 1
I I
I r.l
^1
O N N ~ I
I `1
f i
'
i
Z
~ Cl ?7 a ~ n m ,
I
i I,. .'1
~
y n
~~ m I ;' I.1
c~ ~
o In a ~
I ~ 1
1
n
y mm W~'O
X W N ,
~ 1 ,
I II
I
I
I
Z O --1 N 1
1 1

N
O Z I
1 1

m .Z7 n ~
I 1
I
z ~
_ I it
( I li
~ 1
° I
~ I
Z
Z Z /
4' 1
~ ~ ,.
i ;; ~
~I
i' I
it
1

-
1 1
I ~1
I
1
1 I
III it
i
~ il,~`
~

' 1 1
1 1
I
I

---
._ J
i
I I
1
W
_.._
_.. --
f~ __ ---_-----
-_ -- I
--------°--
I,. 1
1
~ I
/

~.. )
/ I 1
I 1
,,_
.,,,
_„

,,,--
, 1
11.
,, 1

,,
~ ~
___._ .__.___ ~ I!

I
I
'. i 1
I
1 I
I! ~ ,
II 1
I I'
~

1 .;
I
1 ,
Iw 1
;~I ~ t
1

_~~ ~
~. _..__.. -- _...
._ .._.. ~
1
1~ I ,
I ~. 1
II I
III ~, II

A D
m ~
D
-~ _
m
m ~'
n x
~ N
-i ~
Z
m n
~ ~
N ~
~ A
n m
m s
r=
N ~
my
n =
~ N
m
~ n
-1 ~
= O
Z
n O
-i
z
n
b
~~
~~
'z~
a ~
z
m o ~
r O D
r Z
z~ o~ ~p1
z V ~
~~°g
~N.1 _~
n
Z C
L7 ~
O -~
--I ~
n =
x z
a
f
a
z
0
c
N p Z
~ Q] -i
~ j
a
O ~ !D
,IV+°n z
W ~ ~ ~
a C7 O
w a O
-~„
m
0
C
n
D
°z

~ ~~
m ~ ~
g z
A m
O
O N
~~

REVISIONS
PROJECT: J:\COMNOS\39719 \STREAM_DESIGN\JALO 3.P SH _________________________________________________________________________________________
'TI Z .z
~ 0
D~••
r
W ~
r O
m
O~
ZD
v
y y
-1 y
m=
O
Z

~ I
~.
0
0
N
0
w
0
0
cn
0
o a ©'
A ~ ~
r N ~ Q
~ x
I ~ n ~ ~ y
Z o~ ~ ~
AA ~r ~
-{ Z C
= o : ~ ~!!
A Z ~ b
o ~ cD t~7 b
D ~ ~
N N ~ ~' Fr ~ v
V
C (p ~
o m ~
to ~ , ~ C 9
W O ~ r 'i
m N ~ P< o
0 p
m ~
ro z ~°
y i o
A g=
z Z
~~ o
~b
a °
z
~o

9\~CO
~~ a MNOS\39719\Streom_Destgn\JALO.PFL
~ 5/20/99
N N N N N N N N N N
~.
-E'
a
O

i

-F
op O
O

~ .+ _
N
W O

-#- -f-
N A
O O

-F -~-
A a
O O r

-#- -~
O~ O
O O

5 r ~

J

p
~ t
J
1

.1
ja, N
O

r

1
~" '~'
N ,A
O O

+ +
1a O~
O O
r

+ -I-
O~ W
O O

~~

'~' • - J q
0o N
O

~ 'f'
~
O

0
~ o
..
8
$ b z ~ m
~
N
O A
O n
~O ' ~
~ ~
Y W ~
, ~ ti s ~

A ~ ~
n
H
~ ^^
M
^~ z
~ 3 o
a Cr1 2 ~

a'~
~ b

+
+
r o

~ o

i ~~ ~ ~ c o
9 \CO
:ti„ ,+ MrJ~S\39X9\Streem_Design\JALO.PFL
.. 5/28/99
N N N N
J~. N N N
J

O

I

N O~
O O

~
_ ,

-f- -I-
A O
O O

-4- i
~
O. O~
O

N
O

D
-E'
A
O

~'

,
~
~
+
O~
O

O

J
V

f
N
O

-1-
A
O

-~-
O~
O

W
O

0
C1 O

8 b
~ Z ~ a
00 n a
gt 4 !
so sy m o ~
aro s~ " g ~
A~ 3z o

.r~ a~

a'~ ~'~

' o
~ r
$
Oz
<N ~
~ n
~
~ ~
~
~ o

9 \CO
'~..-i a MR~S\39719\Stream_Des~gn\JAL O.PFL
,.., 5/2A/99
N N N
~ A.

N
O

-~- W
O O

-i- -f- I ~

O ~ O

.
'

\
-~-
.A
O

f
O~
O

-~-
O
O

W
r

~ -

1-
N
O

a

A
O

t

-~-
O~
O

-F
Do
O

_ k~

W
N

N
O

~

~' o

a'"
z

a~ Z ~

; ~
y~
~o
~~ ~

m
w ~
y o ~
'~ ~ g ~
ar
'~ az
o
.r~ ~
a
'~
a ~'~
o
~z x~
~ ~
~~ ~ ~ ~ ~
~ o

to\~4 /MNOS\304054 \RKOJ\60% PIe.,~W nL O.iSH
~m eno.
~~,~~~~'o ~®~330~~0 -.030
y ~ I ~£
b ~ ~ ~ o ~ a ~ a •--
4 il'
tn ~ v f
~'+ Z ~ ~ ~ I _.~
C~] \ C ~- ~` I S 7r p
b ~ ~ _ ~_LITTLF R bz °I ~ \ i ~~, ~a I~ I~ ~~ la
~~ ` \h NV •i I_
\\ ~ / nv^1 ~ ~'' ~L
~ _
/ ~ - {' i• t
\ \ )
/ w \ _ ~
ro ~ _..-' ~
.iI
/ -1 ~ ~ \ ~
~./ ~ ~ \ ~ j~'~ ~ ~~ ~ ~_'
r ~ I
i \ J ;~ m~ ~, ~ ~ ~ i
I ~ ~ - I, ~r ~'~ ~ w - \ ~ .. I ~ III' .
n ~ ~ `,i o 3 n, i \ / 1•
\ "_ "~ - \`
~ \ I... ~--- i ~.r!1,
V
J r
11 ~\\ i' $ / ~ / ~~ I O -
I ~ ~ ~ ~.
~,.
~ ~ / 1 ~ ~ ~...~ ; i ~ ._._._ __..; ~ \\\ ~ i'll it
~ I C \ ~I~ ~ I ~; y ~
~ ~ ii ,
Z _ ,_- ~ I i ~~~rn I; -
~,
_.
_, E
~ ~ m.
m
n ° ,b mm I ~ " \
U ~,
VJ - ~ II I 1
~ n m ~ I~ _- --------' , T$ \\ b CGS
b .. W _~:~
' /
I ~
III ~ t...\ \ :\\\ Ili ' /~//~~\~\\ \\ /^~ l O ~
_ I \~/ \\\ // Oaf " Z
/ o
~ \\\ //
~, ~ \ /
y ~ \ /
~' ~
~ ~ ~ __ _
I-3 ~-1 ~ ~ iY~ k ~ ~ WI d N
l ID
o ~ e : , n-~ ~. 1
` y ' g '; V) Q ~I ~) Rl m n oo ~
ti m n G1 ' ` . ~ r,i ~ N Z
ti ~, ~ ', T~ `; v, o vii ~ c~il ° r~ h' cNn ~ i
~° ~ ~ ~ ~' ~ g m O
m r - ~ ~ m
~ a
m
W ~ ~ ~

W a

0 ~
o
N ~ ~
??

o W tl

"
b
O .!
o ~
W
° ~

0 D a
N

m p"' ' a
"~,, F~
~ ~~

i i
REVISIONS
glens\deteil~.dgn
w ao ~ ~ T y y y 'n of -o m v ~f1 -v ~n n ~ v -o -c -v v f7 nm.
~~ a oo ~~ os ~~~~,~~,~~ ~~,~~ g~a a Gaaaaaa=
~ ~ ~ O v ~ ~ 3 7• ° ~ o v v v :•v° «• °v° ~ v ~. ~., ~ ° o p ~ v ~. Q. p v v p p v ~ c`°o
_ ° -~ ~ ° ° 7~ ~ ~ ~ ~ 3 ~ ~ cue o f1 e7 ~ ?O. 3 jO. ?O. in7 ~~ ~ '~ o o c c c ~ o s o 0 0 ~' ~
G N 'L7 (D ~ ~ p O H O ° f0 ° f0 ~ W y ~ Q' O O /D Q" O. ~ '° 73 "O
~ 7 7 ~ o: ° ~. o ~ ~ 3 3 co 7 7 c~ ~ ic- ~ ~ ~°• [~ A ~ ° n. o. -n c~ 0 7 0 0 0
a ~ 7 ~ ~n ~ 7 ~ 07 ~ ~ ~ "~ '' O cD ~ p O ~ 0 0 ~ n a 7 y y ; fD
2 p ~ ~ ; ~ ~ 3 ~ ~ (p• ~• 2 CD A A ? P'~ ..0 P'~ r' O ° "M J`' O O _~ ~ W ° T ? T T C) "4
° m m ~c' ,
° ~ ~ v ,
7 ~ ~ a ~ Q.
~ r'~ i i I I I ~ ~ i i ~
^~ + ~ ~4Y' ~ o a Nag ~~'
~\ lJ i \ I ^ ~ I I I I I
~^. _C -i _T? -1 ~ --~ y y -o -1 O Gl -o -v 2 r --1 ~ to rt1 to 2 C7 -1 '9 ~ rt1 -v -o p T 'v 2 ~
7 (D (D O ° 7 ~ ? ~ tD H H W ~ T .Sr ° (D ~ ~ ~ O C3. 0- O ° ~ ° „xN,~ ° ~ rt ~ O O ~• O
° .~' < -+ ~ ~ ~' 3 o v co o `•; ~° o ° v cn v a 7 0- n- O
r a o' ._~ ~~„ ~ ~ y ~ ~ a ~ ° ~• r 3 0 ~ o ~ n o co .7.. ~ o 0 o co ~ o 0 0 ~ cn° n: c Ro ~°
N~ 7 n~ 7 7 fO~D (D ~ 7 W ~ O S ~ O ° 7 O 7 O O ~ W ~• '00 ~ ~ ~ O n O O ~ m
~ ~ 7 O ~ O ~ ~ W ~ O O O T y ~ ~ ~ O_
3 ~ ~ ~ '
o ~ ~ '
I Y if
I II ^
®o o~QOomo®oo®~ p app®~ ao a 4- ~ 0 + o-.- I ~ u
I ~ II
• I ~ I u
I ~ II
_~ ° ~e co p "~° v ~ R7 -.,o -~v ~o f'1 -1 f7 y m D ~ rt7 p ~v p 7o C p ~ p ~o ~ 7v to p 7v p ~o to p 70
,~« ~' ° In• 7 n .D V ~ N ~ 'O O ~ ~ C ° n- O ~_ i^ n i^ ^ 7c- in n ur n in n ~ ~n n ~n n 7 ~n n
~ -'
~' ~' 0 5• o ~? o ° ~ ~ o o Z r ~ 7 ° ° a co ~ 7 0_ 7 n. o ~ a ~ ci. ~ is 3 ~ o. ~ o. ~ ~ o.
co ~c ~ ~ r Z ~' ~ ~' o~ ~' ° ~ ? fi r "" N o o ° o 0 0 0 0° ° o 0 0 0 0~ o m
m m °- ~ 7 G fl 7 ~ r o. o v r ~ Q1 ~, ~ -• ~ a ~ a ~ ~ o_ ~ o_ ~ a ~ ~ a ~ a ~ n.
n. a ~ ~. ° ~ c o ° v 7 7 7 r ~ o o_ 2 `•; °- -n n' ,,..~ C a n. -i = -v ~ °- Gl n- v1 ~ o_
> > ~+ o ~ 3 ~ 3 ~' o o r ; c7o ~ ~ D ~ ~ ~' ~ ~ co _ ~ ~ ~ ~ o f ~ O v°, o ~ ~ o
d d ~ O ; ~ O ~ ~ ~ ~ ~ C ~ O• 7 fD O O ~ r 7 ; 7 W •Z y r: 7
p G ~ ~ ~ ~ ~ ~ ~ 7• m ~ 7 C ~ 73 7 ~' W (D O 7 W
T D 7 ~ ~ fa ~ ~ (~ m ~ p W (~ O fD ~ fD
r 30• p ~. ; ~ ~ ~ ~ ; ~ ~ ° ~ ~ 0 Q' ~ fD ~ 7 W 0 ~ N C ~ T fn '
~' O ; ~ ~ ; ; ; b p ~ C V C ~ 171 ~ ; ~ ; D 7~
m
I I I ~ I ~ I I I I ti I I I ( ~ I I I I 1 ~ Iv ~ ( I
I I I~ x ., " ~ I I i
I ~ -• -• -• ~ I h N ^
m~~ P ~ O W ~o '~o ~ ~ ~ ( i I ~ :~ = g o i ~ I ~~ I ~ I 1 1 ~~~ ~ I I
m is 'I I ~ ' ' I r ~ I ~ ~ ~ I I
I I I ~ i + ( ~ I I I ~ r I "" I
I ~ I I I I I I I I I I I I
to ~o to S O S y y r -~ ~t n T m m ~ 0 7o fl l'1 2 r" y y y
70 ° 7 n O ~ 7~ 7 y p O C '~ K [1 < C f0 ~ 0 ~ O ~. 3 fp cO D O O ~- s O O ry C W
~' y ~ ~ r; p= ~ ~ c° _ ~ ~ ~ ~ in ~ ° ~ v- 7 a ~ 3 ~ _ ? 3 ~ ic- ° ~ '^ co 0 7 n.
T `~ ° ~ n. r ° y ~ o o n: ~' c ° ~ -°+~ ~ ~ to 3 ~ ~ ~ ~ ~ ~ O o co by
' 7 ~ y y O
~ ~ ~
~' ~ ~ ~ ~ ~
7
~. ~ o ~ ~° ~
0 ICI ~ I I I I ~I
g `~ ICI C> ~ ~ o ~ I I o < <-I
q0 ~~ I p ° ~? ~ I ; ~ ~ ~ X Eo No I'I I I ~ ~ ~ ~I ~I
~ ICI ~ ~ ~ ~ I ~ I ~ ~
I_I p ~ I I I '
I _ ~ t,
m
II
y
C
W
y
C
T
n
m
-~--1
r
z
z
m
m

P-/-,
i =i
ra~
~/ F~
(~
G
~-
C/~
°~
W
0

10/12/2005
~I\comno,\Ja1a5+\.k03\60% pion,\de tells.dgn
~meedor
N
'O =•
a~
~. z
v
<m
N ~
`m
Z
v
n
I~I^
VI
a
z
m
>w<
zm>
ozz
wom
~~~
m w O
amz

N H
sz
a ran
n°m
~;
"~
N
n
a
r
-o
O
m
N
r
m
REVISIONS
v
N
a
r
.D
r
a
Z
T
MIDPOINT
g CF BEND
r
n
r
O
m
NERD OF RIFFLE
wa v
°o
m° ~
m '1
~ r
m .+
0
c
BEOINNINO OF POOL
n
r
n
m
a
w
r
m
z
o
N
zzx m
om'
w
~~o
:no
Z A
N yO
~~T
NON
mw
• ao
a
w
m +,
_mx
x m
r~
>0
0
,71
S O
N C
,w
m~
O~
a
r~i '
v i
~ ° o
~~ a
A ~ ~~
r [ ~E
m 7
= o n g b y~
ZO p J r ~ ~~
A m ~
I 'I ~
m
n r
0 0 ~ ~ ~7
r A
z ~ ~ ~ y
a m
m ~ ~ ~ °
ro S ~ y °~
tD M
m m 1 Q! ~ c
O ~1 ~ ~ O W
'r,
(q N ~ rn ~
~ 0
~, a
o r-
N
^
u
o N
i

N
•
w
Y o
V
~
»
^
mA
}
x
u
N
e
w
o,

C'1
N T
u w pi
V .1 ,~
~ N/~
O O V•
O O ~ N
w
u u
w -
~
a
w m

`"'
N N m

u
u ~ N
0 0 0
o
$ a
$ ^
e
o
M

E '
u
., u
;, v

y :+
m
0 o Z

0 0 ~ HI
0 0 '~'
° O
Z
0
a
0 o
a
0 i
v o
r N
a

° a

° E
r
o o ~
N N ..
~+H
,. m
w
N O
O
e o Q
w ~ ~
S r pp
1
m
0
n ~
°~ r
.J N m
• N 1 O
b O 111
v~ ~ a
/ `_+
~a
'~ r •
C
~ 'fl ---•- -•-•---'---'ra1
~ o
Z ~" 1_ ~
~ ~
_ ~°, '•s.
^ ~
w o
0 0~
i
V O
O
N O y
^ X fR)x' ~
Z
m
c,
n r
r
o
m
W 'C O •ti M m
D H v ~ :
~a
-n r
N
^
a] '~21 G - -I -~-
m r-
~ m o
o ':• i
_ .~ ^ ~
x
.1 O T
o
N g
".
m ~ i Qi
y
\ ^^
:
C_M
~
p
T`oo'
t,A
~s OQm '
II
II
~
°.}.
r
r
r oHO r o
+a
m
m o g
y
~
~~
=
~
SLf O~1 }
Z
~
~_ ~
~ *
>
w I~11A =S N
O
S Y
~~~
~~
~~ ~
~ O
ro ~ ~~
~ I
M X04, ~
m
,: ~ Z
~z
O
i
aro
'~
r O
z
~ ~ ~ O

REVISIONS
ionziznos
~~\comnoa\J31~5~\rk 03\68% glens\deceil+.dgn
~mee dar
pn
O lfm
n N Y
~ ~
n
ov
w~l w
JC •iT
-1 n
o mw..
r~~
~
~
wuz
VZ
nom
~or
a
r°R 9
LU ~
~
h r
H
:~
n
N

N
! ~Q1
I~
~~
~~
O
9
~~
~ D
~ `
~~ ~~
A ~ ~~
m ~ ~ o~
i° ~ g b y
0 0 ~ ~ ~ ~~
A m ~
x '' ~ b
m
~ r ~
D O IQ b
p O (p h
A ~ ~
Z<
D m j ~ o ~
ro ~ ~ ~ °~'
Q to (Jl ~ ~ ~ W
10 W ~(^^ M
W ~ V ""'~
~ ~ • ~
0
rJ
i

jn
~ 0
y~
s
~/~
V~
J }
n
fii
H~
r
w
~
z

m
~~~

'
>_
m ~~
~ ~ ~ > . rr~
o
w
n ~
C Q m
w
r VARIES c

r /~1
/
y i .
m I
W
w w~ u w ~ z
. Doll
S p np S Z~ r T O S n W A Z w
mRmw~+O -i~00
-~wf~-~-1ZntZ
m~1~-i ~{S RmZ
znsr.. m~n nm
citi~rn=~m(or=tir
IZ~I>fmtAwCNTiCVr ~.
mJJn~~y O-irNOOrmO
~MNrwiaOHOSONfn{
• r'm i~~ti~om.T.a
r nnmm~a'o.. ~'~
o wi~V~om1n ~~ir
Si~om~mvn~am
-~..rrRr r•
~o n~`m 1+
• i mzo
r
u~s ~ r
.w+o° w z m o
~n~o ° V z z
m w -1
°ain i ~ ~ ~
1>p n o ) o
~'-~ ~ is m o
m~> o ~ 1O ~
nn a m
o n m
'~o r M
~~> ~ yyg
~DA A t ~ -1
Z ~ Y m H fSil
T S ~I ~ O
~ ~'
m
*s~
z
mm
N• Z
O O
w 11
H02
Z• 1
GfwZ
nim
Apr
ran z~rp-
~_ ~o~
i~

-1
<mz
~
w
~-
l

p
> n
~
~ ~ O
w~
n
n
~~
o ~I
I ~

~
T ~
r
Z w
w
r

~~ , r
i yl -
..w
N •j. N!
µ
m v

~„~

.. ]• Z
., n n
°
fi
~
0 .
i
~ u ~~
~ ~
D

a ~,
~
L ..~
Z w
w
1 ~ w w.~
Z O
wr~'m
rte->.~.

_ na
O~
m
y.~ N
O mwm
H 111 ~ '
oA~ j~ VARIES
ti n
~P ~~
n ~~
~ ~' o
~_~~
~~~
~ o
b ~ ~~
~ ,~
r Z nO
~~ D m
~z Z
0
~K
z
rt 'b
r o
z n N
m g nZ
o

REVISIONS
ionznoas
~:\~mm~enaeEes~\.kea\sez Alen.\detell..dgn
~m eetlor
N

O
P
P
'
N
:
a
a
a
W +
± ~
>
t0 P V W N + N N a W N
w
O W N N N V b O a 0 0 =

0
0
0
0
0
0
0
0
0
0
0 S
1^
V V V V V V V V V V V i
V O
°

0

0

0

0

0

0

0

0

0

0

0 m
i
°
M
V V V V V V V V V V V y
x z
N
0 0 0 0 0 0 0 0 0 0 0 ~ ~
V V V V V V V V V V V i
O
C
Z
m
=°m
O ~J
"a
~ H
~r
u a uN +o
Qua~~~$~c m:°•
rm~ zm~
N> WoTm
mw-NIZ ~111A~
--~iZ~S1~1~Mn 1~.
NTn O-Oi Cl11 .Oi
S m O > N
Rc src•amm..w
P S O O i 0 O
mM r~r
T
-~mmge$~°
OZZmN CA
-~smnrm
W '00 r°r
~ O -~N Z
~n om
N N
N ~P• TO L
p 1i'1 e° w "'
1 NO •
z ~ mo ~
dC > Ha `_`
r H NO m
m Co m
-t m
s
W
ro.{~rI~1~~
l~I~CH
Z~1>~M
C H Z

rOZOi O i ~ BANKFULL
°z mom ~\ -
` H~

r>00

r^
PT
~ +
OTC
i W

~
o
>
~ no s
'~ r~ R

, ~
'•'
-
i
-
i
r 7l a 7t b
•~ _ 'm°
~
1
~
%
r F
~ °
;,
~
c
O
i
i ~ r
-
r
„~ > >
r
n
~ i '
w=
.n
f/ /
~~ N
° +
•~I~W
H 01
m g /
' [` p
c r
~
o BANKFULL
~
z
> `
O
T~ ~
_ ° ~~ V
T
4lS
m r

a o

z
a m

'J~`
V
^~
N ~
0 ~
Z A
>•
W N
1 /(
W N A 1
y A
w
wm ~$
~~"= a~
a
-1 . a
N O m
~°a~
m
N N
mo
>PC• m
~0 0
i „ I
~ r
y , A
O J
° ~1 !~1 O M
o
iin r
r
A'
i \
m y
y
y
n ~ 111
os-i
zoai ~ rm-m
r~r m~
Nn H
9
''^^ < ~ A
YI
m
~ =M9
~
~
~ n
o
~ 0
~~
N ~
f.~

a

v „
y~ N9C '~
i~ O>N1r1
'1w~
w
)t
wTmO yO
v"' Z
11 mM
m~~
AS ~H
zm 1
~~ Z y
R~

N ~tinx o
Nom n f11TP
1
'rm >
~
n° P
t+r,
rA 1
y yyyy
yyy{{ y
NS
X W
7;N~
^
~ N ;
~~I
i~
f >
M c ~
00 ~O v

W N
N
N +
N +
a 0
P 0
O 0
V O
N P
0 V O
N P
O ~
O O O O N N O N O N N N O
Z
x
0 0 0 0 0 0 0 0 0 0 0 0 ^' P
V V V V V V V V V V V V i C
H
a

0
0
0
0
0
0
0
0
0
o
O
o r
~ w
RR
V V V V V V V V V V V V y MM
=
0
N
R
0 0 0 0 0 0 0 0 0 O O O 1
. ^
v
V V V V V V V V V V V V 2

0
u a WN +ZO
owNP°$>mumi
ro-m ~+.~u~izm'••
°> wo m
m .~. -OIi ~1~1~0 =1
•IiZ P~>OS1>~II~~i1
ST'~11110)N~
OVC10 z-i O
CSrNmmt•1 ~1 i
mr ~ z
> 1H1
m•~Z 00
PZOOZS O
m~ Ar~r
NZ m-1 Z-1
$ ono
~rmn m-ico+1
O i Z m N C P
ti9mOrm
W Poor
~ v°i om z
H .r.
mo :
~ ° g .~.
o m
r •>i N Z S
O O C
m ~ r m
°
i s
N
N
N O O O P P _
a
~ 1 N + >
~
N r N N N O j W V W
O V O N a W a 0 0 0
z

O
O
O
O
O
O
O
O
O
O s
w
~
V V V V V V V V V V z ~
~ O
m

O
O
O
O
O
O
O
O
O
O r
i o
V V V V V V V V V V ,Oy
z
~
0
z
a
0
V 0
V 0
V 0
V 0
V 0
V 0
V 0
V 0
V 0
V
H
x
~
O
N
a
m
v
om
~a
N LJ
O ~f
>~
~m
^N~
Z O ~
~ _ ZN
w ZrHR
T 1711
l
1l
$
i~ M a
~ i
~
N
y .
,
m f =
°
r -1
~ N a
0 F F
Z ~ ~ D m
~ O r
Q) m ~
~
I
W N:P
~ ~-OI Fi T>m
![•i
T
H ~ O
A ~zs
~.~. .
.
Tm o
~ mw
~~
~m~ R
T ~~ ~y ~ ~~; ~
o
O~
~~z ~ rm •' Nam ^
Z P+Fi
a
~
ti7~ r9 f>i>A W
Nom >4 NS~.~ ~ ~I~ ~wf>1
yll
>O>
m Z ~ CC 1^C ;
111 Y
N m
N z > V
1C
O
~o
O
~ a D
D
~~
A ,.~. ~ y
m
r ~ ~ o~
i ~ ~ ~ ~ ti
00 ~~ ~ ~~
O ~1 • (n
m
z '~ ~ 'b
m
n r
~ ~ ~ b
i A ~ ~ ~
D "' ~ Ro b rn
~ ~ ~ ~
c~ ~
M
W ° ~ ~ -~i
~ n
~ r
a
v
r
~o
1~
D
Z
m
v
m
a
N a W N + yZOy
10NA1CC'10 <{gg{;i~ Itl
~m ~vmGzm~u
N > N O m
'H-NIZ 1~1~~1>N
•iiAS~f<~1
N°1n~~~m•'~
S T O > N
gi~amr~i ~.w
omr >z~~c~
moo:gPg
Nz~iSmti riti
o~~~c$~~
• -1>~11mrm
u ENO ror ~~
111 w P V N
A Irll ~O m
~c °s mg ~
> ~~
~ ~ oP
m°~ m W ~ 1e
BANKFULL
oe
~
m S M Z Z~ n i
wQ ~ii +z<<

zs ~oP Irmo
T•>i
111 OHO
C
tl w OZT

•~
N
H ~ W
~ Z S O S r
'
.. m
s K
T 1.

~. ~: ~,~\
{~n
~ q
i
~-
.D t r ,) 1 s

~
ro < m ~-.: o ~cW
C mom on. •Q
J r
H ;
oa Q
R1
V ~~~o %~~. ~ 6ANKFULL
!
_
V r ^ p>
HOR 1
'~ t1
S
i =" u ` ,`, o
~
H `~

r ~ ~ ~ =m°
Wym~
~
~I
1 1
y N O +1
A 10 ~.
g
° n
<a
p
> y
1~1
y
Y ~mN
~ r
r
V ~ N
O r V fij q
q
f
N r O
~ ~ r

o
m° O
f(
z~o~
° ~ ~I
y
'~ o ~
1^ > m
' p
> C p j m ~
Ll -1 ,
~ tl
r
~ ~ N > m ~ "F~ 'v m r t~r
g c °zm''a \\ T
mn
I o ~ t i
' <~ a
~~M.
1:1 ~ H A .
~
N W ~ i r

w
`
~
~ 1
a 1 ° O
H O ~
N y ,~ r
V 1
11
Z T!N
i~ p=^
0 ~ W N ^ v ~am

W

~
~ \
I m
T
~
T>

W
~ z

r"m ~1
feyO ~
^
war

<
N
n
(~ i~
w
P s
~
r
11
~ r11 C ~y ii
$
{'1 N
O ~p
a m
i
1A
~Q
~ c1
~' oo
i ZO ~
"~
6 ~~o
z+
p
9fm)c°i + t
N1^Z R ~
yN f N ~
N l
1 b~m ~ ~ '~~ ~
°:
t ~ ~
ay x
N
a `
/` I
~
O
o
$
b °
~~
ay
)
s~
/ Am HN
°J
r ~1m^ O
r..~ 1n
1~z1~z
-1
~z
ze
I K
BANKFULL
1
.
ri
i 1
o `
>00
ZT ~ O ~ O~~
p
N
'
r na
i z~
a
' -• - 1
~ / °

C ~ o
r
T
• `
m
"~J ~ O
•i~W
s
r o~v
Tmo
ao f ~
m r
N~Q
A
m m
HI H <
i o ~
O BANKFULL
~ ~

~ < -wl

y~~ ,i ~ >>
o
m .
m r r r m
o~ ~ ~
'

r ~ r
O mmmm
~mO
>

~ AEI
.~.°z
~ ~ •
iai
o.°iz
~[Ej3~j ~ F
~'"z ~_
~~~
~ O
~ ~ ~
~ I ?
Ci7
r ~_ wT
~~ Z ~ Z
~z ~ o
~~
~ro
~~
r o
~ ~ ~~

REVISIONS
10/12/2005
~:\comnos\704054\rk03\GO% plena\de te~ls.dgn
~meedor

O
O
+
O
O N
~
~
N
O
w
Q
= rf} m„~
qr~i
[1I
II++
`

o a
~
>~
~
z
0
:I 0
~I
:I 0
x 6 r .
.
rio~
'~
° o

'~ m
a m
as
m
O O
v M~uo A'1

0
0
o
m
~ ro
x~~~
0
>
i 3`
n~ 0
^

V
V
V
n
s
Y
o
a
r
-
4 7
f
< >
z 6
s 7
t
i
4
0

V 0

V 0

V
O
H y
.
,..,
Z ~ ~
r >

L

C
O
A O
mr

~ n
o
O C7 z `
aa~~}~~
aM/ T
~ T>
~
0 m
N N m~
m N

~°
a

o m w
0
<~
z
,~1 m
•
zo N ~ m
~ r=
y ~ r ~ r•
o v
H
m r t N
ZO ~
N • WN +ZOI
~vowav<vml~
8ielg~~°,rcm~'•°
rm. Nzm.
~> wotm
mti. -o1Z mmg~
H ZPx~~(G1
u rn o-ui~m~
x mmo>w
oKCSZ-4 0
cxrwm m..T
Om~-li>000
m MOV ~p~
Nz~o°m -+L-4
~rm•Im-°~e$~°
oazmu ea
-la ma+rm
W N O o r w
~ °~n o m rzri
°r v° m
m og '~
~c > oa
r -1
r -+ °u°o m
x c
°m m r m
~ o
-1 m
x
W

..
~
m
n
J r
'l
a~ -.I
o
i
i
N N
Q i
Z to
a m
r
o v
W m

W
mza ax ~.~

~
~
+Imw R8 ";
~
z a~
^ rm
~
yv) m~

O
Z [[[J
N
tI
I ; ~y
>
i> H=
f
i
~ _°
m
w
N
C S
m
>~
zv v
<
N i 'A
O O
n •~1 A
Z 1f
A Y!
am
n ~+s
z
'
"inz
R8 mom
n Ax >

~ >'o>
A ))A
' ~
i W - =
` O
m~
O ~O
r
z
z
o
m ~r~i A
K
a>i
A A
~
r

r
x f)
s
~ °
N ..

''~
p 0
< ~
T 1~1 T ~~j
~N
m O{N~
r T ..r _
O '

O • I
N 7
O
~ r
H w
H N
u m ^,~

° m ~
N a ~ A To
C i

~* z ~' m
A ~ moA

oa
H
~
~ ~ H
~
-
v ~ o
o~
'v a `"
o n ~'s a

r. v
Ao
om
~

v
- w
-1
mx
i m ~ ,.
H
O
H ~ u xx
~
r
° "
I m
m
> o b
y a sa
9 ~
m
V
~
~ I ~
0
F

N • w N +t m
:~ x~ i ~f
~ I
I. ~I A
°

~msa-4~~rvu~~z °a$ro--mi rmn
°
°
i
~ =~ -rr- a~
I ~~
mn
m m
Y$ v~ om
c
••
1
^
t
~s rleo~arr~ rfn ~
u
W
o
°
m
r
°
m ~
~ ~
am
oc.
. aa
ur
-
m
~ca
~grzi uAi~mrr- m+r"'m ~.i<o ~ ~

0
+~vs<
r z~wr.r~z>m
~m
y <rwm
1
H
0
N
>-
SZ aratm
1
"
r-+M~ m>-i -1x1-ife0x
o
:a
x
mf'
o
aH
o ~• o
ppp•
7i~1010~IwZ0<~ D-m11- ~
SC r'~19.
1• 7N KAa•
~
~
p
~00 s-1
O~m n
• 0
~
'
~
noa >wm
m
l
~
<
I
~rA
NNCOO ~~< 0111
t
1
o
o z1o
i
<
W.
+ t
w p < r~l O o
x z
mm
H
o^~
sc61
w ~ +
v~~
= C W
r
P
M Z +
=~u
r

w zK
m
w
w
w w / r
O V
_~
~ o
Yl
(
•u
A m ~
i
i
~~~
o
K - ~
~
.
.
°zoA
N m ~m~

m o wee
Ri N ipR
~ m~
= o
G p.
'", i ; i

Z

w
~NZ.~
ny~ O>N
T
~
~i
a N
z
m
im
o r
i~
a
>
~ °
moa
mc ;
la
~
~ ~
~'~ R
~
~
~^ ~
W ~oj
>
ho c
~r >
°
<
O
°r
Q
o
~ >,,
p ~ ~~
m ~ ~ <~
_° og 'ti ~^
Zo ~r ~ ~~
O Z
A m C e
-+ ~
Z b
~ r
~ ~
0 0 ~ ~
Z < ~ ^~
D m 'o po o °~
N ~ ~ ~ `~°
~ W M
W 0 a ~
~ ~ a ~
(J
~*
~ CAC
~ ~
^~
i N
T
~ " ~'o
Q ~~
a ~
y ?
~ b
O
T T
r ~ ~ ~
c 1
m
(o °c N
y m
~ o n
A IOO
n o
~ ~..~
~ zo y
"
'
~
Z _
~
~ m
N.
{a S v
~ ~_
s° °a
m
A m
o
H ~ ~ u
n ..
c z
S -~

'
r y e D
~ ~ ~ R s ~
y
K
u n I
r
7c
~i
p1
1
~
>
°
r
a
n
z
.m
m H r Ao <
i a
-O ~"~
~ m
z O
4 C N

~ ~/ ,
• ~ ~

H /
~ - r
1
~ ~ C
J:
x

O ~
c
Z
° _ _ _ "~
O O
N
~r
~

~v m

N >mo
z m n
m n

yr ~ l'~ ~ m
~ oar
~~o D
OO \I y J ~ A W
~ o ~C ~
m
o M
~ o <
m
N
.°... z
o ~~ ~
a ~; W
~
o °
~= W
o
o

~ ~;~
J ~
o
~
~
~
1^ w
H
x
\~~
~
o~~~
3~
~~€~ ~
~ o
v ~ ~~
~ ~
~ ~ o"
r ~A
~~ ~
~z o
~~
y~
~b
r
0
~ m
~ ~ n O

REVISIONS
io izizoos
JJ eedor a\301051\rk07\E0% plena\dete~la.dgn
Jm
p ~M
°a ~ ~~
a ~° ~:
ryy
uO O ~ y ~ W i A
^ ~ ' Z I~~1~0 ~]a
~ : x
I wv w n a I \\\11
~, a
N -i ~ I ~ ~
W i I
H
m ~ ~ r .I ZD
~o ~ n ~
r ~
.a~ tt Z i
~/ ~ Tp al O> j0
A~ .' z~ oa
1"1 ~ Ko •~ ~a .m
~ N ='~ ~ ..° .I oo
r "v ~~ z
c~~ r ~a
o H r-Ii pox
w -1 rar A, o
0 mmr mwa
oz ,w
m ~.,~ Z z m i"' o
~_
r m
N
41 T
>t ^ Z
w N A~ T 2 ~ O
0 o~s ~ ~a
N pf>^l~rO `~ ~L' w mZ
~Ylpq n'RVi w = O=
maaa.-mrl ~~ppT{{~
w D.~yy~I~1i~
)w~1 ~I~N~1
HNNM. O
> Z O z
w1wZ Tw ~ w
r• wTzm ~.
NN MOw~ ~ ' ~' a Fml N
0 w• za o w>t
^
A -I fZ1V~ ~ ~)~ 90 ~N 0!N
~m° om . o • ~- ~~
^^m ~o 1 w „,.
~N rra1Tr ~ m0 N CII ~n l~~l ~ ww~
Am T-1 r ~ r M i faa -Zl am' ' ~sr
Ko tts~tlrw~l _a MMM11 p)
m= ~IIIZO '-~~al O a i ~ O a0 i ww tNi~ ~vH
1 ~1 0 ^ v v W$ OS v
^~ Zti !
Zm 1'1 f~r1~N
mo oowo
a'~ a~mi-
~~
A > ~ ~~
D
r~" ~~
m
Z o° ~~~. IFb,' y
A j !'! aj,T~~ ~ C
h
O C-' aC,
-i m C • ~ to
'~ ~ b
m
n r
~~°`0b
o A ~ ~ b
z z ~ ~
D rn '~ Ro p °'
N C ~ ~~"„ d°
M
~ ~ • • ~
m n
n ''C r
N
N
ar
~~
Nm
N fl
O
> ~ ~ w
..z o e
m ~ `~ ~
m
S
O ~ y~ H
A ^
w ~ m
O ,^
D
- -~
O N
A ~
~ ~
•
-~ r
v w
N
C
m
N
a
m
w v
~S N
6 ~ w : -+
`~a ~~ °
N+=
°?~ ° ~ ° a
0
~ c' p ~ H
r ar. arr .. ~i'1 Ili ~ ~ ~ m r
o m m w E7;]4~~
'"~
w 01 w '~ ~~\ w D
~~~
mmm ~ ~~4h. ~ ~~ ~
~ ~~' '''. .". O
O ~ Z
S ~
C N > r \
>~ w ~
H
9 N T N
g A C N a~
~ ~ O w C.Ab•1
fZ.l 1ilx
~ ~
1 ~{ll
V W
'~ IISa
Q
m
O
3 ~_
€~
~ o
'O ~ ~
~ I ~
~" Z g =
~z
~~
~b
k
r
0
z ~ Iv
~ y oZ
o

ionznoos
~~om~o,vaeas~~.kw~coz pte~,~~eto_t.P,n
jm,seo.
I \`

v /
^~ ~A
IT
' I
'\
I
~~
v /
0
N
W
O
O
O
~ o 0
0
~~
A -~
D
r ~
m
o ~ 5
Z O
O Z
A m ~ ~
_ ~ `~i
m ~
~ r CCC~~~777
D ~ ~ b
~ ro
0 0 ~ b
r A ~ ~
Z ~ ~
D rn ~, ~
~~ b
N C ~
m m l ~ Q!
O GI
t0 W
~ N
Wo r
~° r
m b
0
~ ~,
o
x
o ~
~,
M
'~ a
Rc'V:SiOPiS
--------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------

\\
\~~ \
\~\~~;~ r
~~
`'~\~„ ~
~`"~'
'" ~
i
m
m
o m
~ o A
~ ~ N
a ~ ~ ?
~ n m
`^~m
~ ~ x
0
W w c
m
N
.... .._. 1 ;.
_.._.. ~
' ..
I
I
I
\
\ \\ ~

i
` ~ ~~~
~ ~ ~
m o

~
~ ~ N
\ I ~ N

`
~ o<
`.
~~ ~~ o n
r z
\
, i N m
~ i
`
~
n A
~ N ~
~~ ~ ~

~ ,o m

`~ r o
m _
_ _.......
i
).
i
~ ~
~ ~ _ +, ~
1 rF _. I i 4ti.. _
`, _ of _
~ t _. - -.c - --
.__. ..._.... _.. .._. a ~ _ ..-
__ "" `, ~ /SALEM CR RD 'SR-1300
---- s . ~
.____ ... ~_.. 1 .....
N~ {83
/~
0
m
0

REVISIONS
10/12/20D5
~codo es~304054~~k03~60'/, vlem~~elo_2.c.h
~mee
n1n~
d~,0 L~~ S~ ~~
SSd _
~N~1N~ ~dW / ~'
o '
~~S m ~'~
~ I ,
~~NS ° x
9 ~ ~3 F
a x~ vlcm
~N ~0,~ D ~O
I ~ m
I
." O r
°' m
.,,,-" O n ~ i.~
p n
o m '^ ~
_. /
o ~ `• o r
__- F
_._.... /
____
C~ L(~ ~ / ~.. _ _ / /
_.
.,
_ ~.:
~ ----
4' ' SSd d ~ 45omm '" ~ ~ / - _ -_- _ : " ;' ________ _.::
,. _
s - ~ -=---- --~-- ~ ; ~ X x.
i / j~ ~ 1 ' . 1
~! ~ ~' / / ~ ~ n ~' ~ -
/ r+ z ~ i 1 1 1
1
it ~ r~'1 / ~ ~ 1"1 N r __ ` •` \ 1 III
~~ ~1 ///// //~' ~ ~ ~II 'i !~ ''` \1+1 111 I '.
. ~ I F // ~~ -'____~' Ii i I ~~ I ~ ~ ~ o n
1
~/ t /' ~ li i ~ I X z o y
i
i
I . Y .a ~ ; ;' ' ' o ~ °
it ~ ~ ' _ __
;'- '" ; NI I I'i I z ~ _
~~ ~ ii. ~ ~~/ / - ~ j ~ ' ~ I qii. ~'1;1j ~ n
i' i
III ~q'I = ~ i'"~,•" ;~. - 1 ~. ''' _____ vx-i i ii~!ii X m x
I m n_ 1 y I 11 1
I I I,I
. 1
!, m n
I I 1 ,I
\
~q 1 ~^ ._~ n. I Ir,,~~ zc
u, ll~~
I lei \\ \ r 1 Div 11 y 17 V
I.. \\ ` '\ I 1 ~;,. 111 W n
I • •~\ \ I 1 1 ~11'~ r
1 I 1 1
I
~• ........ \ 1 I I I I' ~.
I Cl n 11 y
', ""~ .'9 ~ ...__.___...... _._..1 1 I I 1 III m f)
i ,I ~ I I I I
_ I I I I
1 r r yx ~ '% , ' / ",~~ 1 ~m z I 111 I~i =z
I I I '
__ i 1 ':'I
1 1
~ ~y... N ; n f \ III i ~i ~O
/1 ~ I 1 I ~ ~ n :T] T 1( I I I it y
v/) 1 I ~~ ~ ~' ~'~~ /., o ~ i II ' i 1~-I I z
~~ '.. ~\ ~ I/ I l 1\ 1' I\ / ~`....... __..... _. ___.. J ~ N I I III
it
\ \ \ /~ n ~ ill ~I a
'\ \\ '•~ \\ ~ I ~ I Z
I 1
\,' n o
'1 I \\\I •\. i x x i I Ili o
I
I r + I
1 I \. ~ i ~ __ _ -~' ~ ' `- o 'III I~I;~ m ~ °' i
I 1 a
~\ it ~ ~ i„ (.1 ~ N p Z
T \ y % S r I 1 i, (I 41 ~ ~ T7
1 1 I ~ ~ C1 ~1 ~ I i I a Gl O
.\ N y n f- I 1 ll
- -' m a O
v 1 ~'+' y m m i 1'. ' ~ 1 m m
i i~ y x I I~ I o
nr I I 1
i
1 ~'' n ~ O ~~ n i I '< l ~
~ , ! % °z ~+ o m n r i I I ~ i o
~ ~+ ~v z x i i+ i z
I ~ • "1 r A o n 1. 1
1 ~ o z z r, I I
~~
1 '\ c m z y z 1
_._.._
• ._.. ~ = A ~ II 1
m I ~I
• n ...~~! Ill 1
i~ ~ I i.
~ I I' 1
~ ~ •••
I•i w9
~ ••V ~ I 1
\ I', I
•
W / v v` ~ ~ I• ~~~ 1 m
`. \ \ _.
--- -, t I
~ 1 ~~ 1
O ~ 1 '-- ~ I
-.,
~ ~ 1 -... ;' 1 1
~ ~ I I m
1 1
I
.~
i ~ 1 L•• it I
I `~`. I it i
- - 1-. _._
- 1,
I I
q„ ___
I' I
to `. i I ...........,,. TL, '~
o ~ ~ y - ----- 1
~ -------
•` /4 1
Z p j~ ~y n j in
A ~ ~, ~ ~ ~ b 133HS 33S - 3NI~H~IVW o
i m C
Z m b ~ ~ ~
D o Ip n7 ~ h ~ i ~
o b 'b y
A o
~~ ~z g
m ~ ~ ~
rn
N ~ ~ ~ ~~
~ m 1 ~ ~ ~ '~ °' Cro"
ON ' 1b„ -~i Vzi m C11
o 'rC x ' ~
0
0
x
0

10/12/20)5
\c d fo•\304054\rk OJ\GO% ple n•\~elo _J.p •h
~jmse
i
O
m

^~
1T
~~
I
~~
v /
~~
N
/0
W
'0
v I
0
A -~
D
r ~
m
i °O ~ ~ R7
Z A
o ~
p m ~ ~
I ~ y
m ~.
~ r
A ~ ~ b
r ~ ~ ~
z < ,Q
D "' ~. Ro
0 0 ~ ~
N~ b
N C ~
m m i ~ ~!
o ~ ~
~ w
I (n ~
W O rl
~0 F^L7y,
O

°'
z
rr ca
!~ ~
{ T
REVISIONS
/~
,1y o
~ ~ ~ a
~~ o
'~
r o
m ~ ~ o

i i
10/12/2005
~:\comnw
\304©54\nktd3\6J%
Alone\~alo.pfl

5/29/99
N N N N N N
N A N
-~'
O~
O / 31
..
r
0 V A S Z
a ~ Z

~ x
+
00 ~

o
~
- 0 4
tt 1 ~: ]
,~
a 0 3
. : ,0 . 6 4 A2
RO A 1~ A t
, ; _
0 L -

+ R S ~
w
~. S 7 p 4 E L 2.
f .
I

1

0
0

~~ o~
+ + ~~
A . ~ O~
O r . O

~ ~ l
,

+ +
0
0

r

'
~

! ,. t
+ , .
~
#
i
~~

r ,

A
~ N
'4 i , O

~t

{ ~s :
*
+ + E ~ ~ A #
#
N A ~
O O

~
o

A - ,p O~

w
~ ~

4 ~'
-#- ~ ~-
O~
O ~ p
w
rl ~

m

/.
' ~
+ J * ~
Y l, v
00 N
~ ~
~ i
~ ~`
O O
~ ,5 O C
~o m
~ a o M 9
~ N -I

1

i O M
1 ~ ~ 1 ~ a
3 ~ o r ...
~
+ V + N
N N
i O s n D
,/ - r 9 Y m ro m N
~. O

' i
~ ~A' ~^ ~

w
~ ~
+ + 87 ~ ~ ~
N ' 8

O A i
O x P
1
~C t=7
x~ cZi ~
~ ~
T
~ ~ ~,y _
n
ro a~ ~ Z

"
z D m
~' a ~
' . c~ ~
a
~
1 v a b
~
[r ro o
+ + gy r
'
A
O O~
O o z
x~ $'
~ ~
~
Cb i
~
~ o

ionz/zoos
~:\comnca\304E54\rk03\6©% plane\~elo.pfl
,,,,~~„

5/28/99
~ N N N N N
N A

OD A
O
b ~

f 'd
j ~I
~

'~" '+'
N ; O~
O O
~ ~

f' 1
Y 3
~

+ + ~r , ~~ z
o ' o "
~

+
J , _., I P
o• ~ ~
~~ o• R 5 E
~ ~ ~

~ s

-
+
N
O

.

'
~ j ~
I i1
1 D
-~-
A _
O

~-. / P
. r-.

m

. + + w
~ ~
O

F '

w
- o

P- I~ Y 1~ '~

I

v

~ 1~ . A x y

~:

~
+
N
O '
y

f
` ~

-F
A ~-
O

a
O
} ' =

«
o O
~ o
M 9
~f o
`r O N
~ a r

s
r- o -'

~ M
n
o # ~
~ N
a ~

m m
c ro

ti

~ ~
t ro ~
87 ro ` ~ ~
00 r
( ,
$ lay
.
]
~o
~r ~ p ~

°
s Z ~
~ ~
ro = ~
:~ z
a ~
.~ ~
a
> ,~
a
~
r
,
~ o
~~ z n ~
~ ~ a
~ o

ituu~
~mnoa\304054\rk03\E0% Alone\~olo.pfl
~ N N
I +
N
O
I O ~ O
I+ CR S ~ S 2 15 +
p 0 E 2 p
A
O
+
O~
O
+
O
W
+
N
O
+
A
O
+
O~
O
+
O
W
N
+
N
0
~ O ~ O
o N 9
'r O M
~ a a

~
r.. o r
-
.,
N
a ' C'f
~
m m
c ro

ny
s

z
z 0
i

~
o

a
so $~ z
° ~ ~
° ^ ~

'
z m
r" a ~
.r~ a
~
„
~
2 ~'
r °
~ o
$y ~ ~ x
to ~ ~ _
O

10~~7/MN~a\J31C51\fiK07\68% Plera\PLANiING PL/+N.dgn
~meedo.
REVISIONS
--------------------------------------------------------------------------------------------------------------------------------
OOOtppOO~~AI°.~N~OOOOOON~O~~t°OD~~O~~~N°OONiuNiatN.,NNO~cb ~ornin.i.i.,N~Oi°o~~c~~acO•,f°U~O?
l.~N~O~o~
~~wmAamwQ,m~wmmmo,w~ww~~ww~mm~'www~q,~wwmwwwww~wm~mmmmmmo,~mwww'm°~
A A A A .q A A A A A A .q A .p A A .p A l.i C..i Ly c.,l tLr.,i c.., c,,, c„ t~.i ~ l„ t„ L•, l., c..l c.i t.y c..i c.~ c.v Lam., t., t.y L., c.1 L.i c., t.+ L..i c,i L„ c,.i t., L.v tN c+v c., ~{
mib~N~N~m~vmtvoc`D»Ni"m~u°,~v~~S~NON~~wo'oq'iO~'~oOi~~ aU~'i~~NO~'ic°oA~O~rn~moNi~~~~N~W ~3
rn rn m rn m m rn rn m m rn m rn rn rn rn rn rn rn~ ~ .i v v ~ ~ ~ ~l ~ ~ v ~ rn v ~ m v ~ m .~ ~ ~ ~ v ~, ~ v ~ ~ v v ~ v v v v ~ m rn rn
~~~~~~~~~~~~~~~~~~~~°°°°ggggggggggg~go~gggggggggggggggggg~~~
~~oco~oo\n~~t~r,~~~~~~\pco~~oooo ~~~ ~~~bbbLota'I
mo~toAAUfUA~i01D,t~°+~~o~t°NtDtDbgb~'oo~lvArn~L~'„btV~~~Dmoo~oml"''L''NL''v~i~L"'1"1~'iv~nmAOV,NOw~
Cb ~ C11 ~ ~D W Ol ~l N 01 ~ l.+ Ln N A A Cb N a o m A A Cn r N O \D A W A \D C.+ lp lp \D -p ~ A N A O W W r N Iii ~ L= m a°1 W Ln Cb 1.77 lp W (Il O ~
o w " rn cn A C.,I N ~
a
z
o z
o z
o z
o ~
o ~
~ ~
~ ~
Z ~
~
z z 2 z 2 rn rn m m

z
m ~
m z
m z
rn ~
m z
rn ~
m z
m ~
m
~ ~ ~ ~ ~

2
rn
2
m
2
m
2
rn
2
m I

~ I

o I

O I

~

I
I
I
I
1 A
2 A
A
2 A
A
2 A
A
2
~
~ ~ x ~ m
rn
~i r~
ti m
ti rn
~
~ rn
~i c
~ c
r
r c
r
r c
r
r
nrn
2 nrn
2 nrn
2 lAA
2 rnn
2 m ~ ~ m
o o o o o m
z m
~ m
~ m
~
z z z z

o ti o ~ ~ o o o o ~
lV.v p O pl'j N O O ~ pCbj =
a

mg~ r
m~'~~
°~~ °~~m
~
R~~n
~ r
R~c~OnO O
C
N
i°z ~q~?c
i~zg N
C m~
2N
I
I' ~n
n
2 OC ~
O
`
A
m~?~ o
C
y
~
t 2
nk Z A
A
n
n
r rn g
m A ~ ~ ~ 0 ~ ~
~
'[
~ ~ ~ n2~~
Z ~ ~ ~ i
~
~ ~ ~
~ ~ ~ o
~ ~
~
~z
~
O yrn~~
Zin
~
A
r ~c
g ~
~~Zy
'T~ A c
~
rn
O ~
cn ~ rAAgNrn
2~~ p ~
y
m ~ OOk ~ cn
O ~N'
~ rn
x ~ ~
~
~ ~
• k ~
2
``
C ~
m
r
o
~

2 ~
m
w
N g

o ~ ~
m
' ', m
~ ~ r
~m
~ ~ -Ig
m y >~ _
m nmn '•~~. ~ s
X 2 0 I 2 i 2 \
1 ~
m ~ ~
~°
~
~
~~
/~
Vi
~ y ~ i ~ O

m~ y
iv ~
rn ~

" ~~
~\
''
I Z
~ m ;;
~~ ~~~ i,

m 2~~ ~
~ ~

~ ~~~
n
° ~
"
~%
A
o m
2 ~
~ 'i ~ '.
~',
m
i!
• ~~ ~ N
•' ~
~ / a ~~
a ~'~~ ~ ice/ .' ^' ~~'~
/,.. ~/ i
. ~ ( '~~
Y, ~ ~
~..
i ~ - _ -'
~ ' \ ~ ~
~/a //
~~/// ~/
~; 1 ~
/ 1 //
a ~ ~ A
~ ii
/ ~
a
_ I
~\ ~
\ l
~\__/~
;1`
,,
.,
~,
~~, ,
...
.;
.;
.;
.,
~1
0
~ ° o
© ~,
D ~ ~~ ~ o
~ aF n
00 ~~ ~ ~~ ~
_ ,~ c ~ ~ .--~ ~
~ ~ ~ ~ ~ ~ ~ N
O A J
Z<
a m ~
J c~~ b ~ o ~ rn
O m (n ~ ~ x
~ o c O
u o b ~
m ~"
O r'
;~ o
i
to
~i
'~

N
cn
lD

\ ~~ ~,
~~ V ~
~ ~.
4, ~~ `; o
to
A N \~ rrr 3 O r
~: g m
~z Z
~ ~
'x~
:b
r o
0~ ~ ~ m

Yg
~~
// s
0
v
i
/~ /
~ _ ~ a //
f // I
_ - //
.,\ /
i~ ~
~ % ' ~_--
' ~~
.\ ~ ~~ -~
i,
.` 1 I /
i 1 ~
li ~
..
i4 ~~
1 , ;~
I Y
~~I'!
I~r •
i
0
~~C! s ~ c
~1
~~

ple~•\JaCO_EC_TSH.~GN
717111 .~118~,,'/IE(C~': /7~-.~~.~~lil~4
b `~
~b n
~~
~~
ti
a
b

~ O ~^
'
~
~
O ~
7 '~
A .~ 'yA
~ ~n
~~
~
~ ° o
d
o ~
N A „~,
Cn r ~
a ~o ~
b oo ~~ z
Am c ~ ~
b
~ Do'
~b
~ ~A~~
m ~, ~,
i Z ~ '0
~ b
N C ~
ti o m ~ ~ ~
~ N
x ~ ~
~ ~ O r
m ror
0
~$ ~'~.~ ~
's~ ,~~o
z=
~ ~ a
~ ~ ~~°~ ~
Vi
~~ ~~~
~ 0
$ ~ ~.
s~R
~ 5
$~.~
e° ~
> ~~s
a~~
~ ~:
a z
~~
r $ ,,,
A
~p~p~
6~
^ ~
$, $
v
Z

REVISIONS
10/12/2005
\c do oa\J¢4051\rk¢J\60'/, ple~a\JALO_EC_PSn2.DGN
jmee
A
o o ~~~~' \~~~
~ ~~ ~~
,e - ~O ~
m
0
n
--<
c~
n
C
f
n
~ o p
,.
A .~.
D
r ~
m
?~ °~ ~
Z A j
O
A m C ~ ~
~ ~ ~
m
= b
n ~
a o Ip b
0 0 ~ 'b
r ~ ~ ~
pl U1 .~ W N - Z O
'
O
~JZ~TID~c")D~--I~Wmtn--I-I
Z
mCC~r~rzm~c-<z=Cm ~
~NmrDm~~DCn --iD~cn
mm C~mZ~°~ rDCZ
m~CpzOrODnZ~r-n
O
OD
m z -+ m
G7
oNmD
~--i
~~O
~z-

C~
z o~
o
C
O
m C °
°° O m~ z C m~ m~ D C
D
D
N
~
r
mO Z
I-'
~ NC~
O-~~
-II~
--
-I
pC
° 'Tl
O~~D~Z--I°
~1

m
~ ~~
~
,i m ~ _~
=z cnz m° zoo
m
n
Z
i
-z m
-iN r°~r
m z
Dmr z
~
~ m -~

~7
n D~
Z-~~
z
~ zo m D Ocnoo,-D -~ Z
mcn c~~ -+o ocnm
o C m
m
~
N mrn°O
O7 c
n
-+
C7 DN_ ~g Z O O
Z D O
m -i °cr- o'-z~ ~ ~
'-
r-
~
t- '= ~ o
° ~z
°
~
z~0c7 O D
CDC ~
m f~rlr=m DmV12 < ~
-< o

m
° m
z
-i r v~ r z~ z m
o ~mmr= r-
~ ~
=
°
° .
.~
z ~r`-'D Nm~r o ~
m
z m Z N m N N E m
m
D
~
N --~ ° Q7 D m C
m N m ~ < --i -+
-~
_ :~ m ~
-I Z D r
~
O
N
(/1
~ Z ~
c7
~
C7 ~- D T.
O m N --I N
z
m m o
° z
~~~
_~
~a~s ~
~~~
D m ~
Ro
b
~
o m ~
''C
~
'° `"
I UI ,
~ z
wo r ~ m
o b

REVISIONS
ivizzzoos
~~\~ do: '\J©1051\.k03~E0'/. p(e~s~JaLO.EC_PSn3.OGN
V P N ~ fJ N ,
~ ~^ ~ On ~ ~ ~ ~ ~ OT Q
fl A rro O O~ ~ O yy
Z Z

O
~
~ v
A m
~ m
v
Ll
3 ~
Y, .n
~Oo Z
~ ~ ^'
~ p Z
O O
H
m
D
~
~
~
~~
~
s
C x

O
m
S
~
O
p
°
~
~
Z
o
~
~ c
~
~
~
v Z
~
,.
~
~°
p m
~ C n
O r ~
O '^ a
~ v, o
C Z Q y ~ O p ~ <
0 v
~~ n ~ 3 ~ ~
C E N
~ N
p A
~ n
m p
> ~ 2 ~n ; ~ ~ ~
~ zmo S ?
~i Z
~ ? ~ ~ m S ~ ~ ~ ~ ~
.~ w

~" "+

O ~

0 ~

~ S
O
0

~
O ~
m
Z
2
O
0 ~ 0 ~ v ~ ~ ~
Z
V1 zO V ~ N = ~; N Z A N ~ C rn

Z

^

°

~

>
i
n
m
Z

~
Z -o
~
m

S

O

O

Z

~ to w

O o v a
N
= ~
C
'^ E
n
L 0 ~ ~ ~
p
,>~
S
Am
O
~
m S
H
O
Z
~
Z m
C

F
o Z
o C1
x
o m
~ ~
0 m 7[
A~ D
~ (1
~ ° ~ N
zv
n ~

m ~ Z

~ O

C v

~ 50 .o

C A

m O

p 2D

"~ rn O °

>
> r
-
N
~
C O ~ ~^ O O ° N O n rn O r
r

m0 S1
~
m
m
~
H
Z y
N Z
° m
n
~

~
~
O
Z ~ Z 7
TO O ~ Z C
w Z
1 Z m
° v
~
J a ~ ° ~ ~
m < y r m ;
p m O ~ ~ G1
m
D `
`
`` N
S
m
A
c
Z
n
m
O
tl
O
z
c
O
Z
\ \ 1 `~
1 ~
I 1
\ 1 ~
1
1 ,,
\ I T
o
~~
~ ~~
\~
`~\
Y
-~
~~^1
v /
0
`1~l
z
0
0

A
Z
A `D
m
~~
D
~

~
2
r
o a `~ ~ 70 -1
o ~
a
m E
Z ~ r
n r
o
5
~ o
~' ;
~ Z
~
y
~ ~ W
n Z
07
~3 ° ~
° ~ °° z
o ~
O
m
~
()

~ ~~
~~
-r
0
0
m
~~
\ \\ ,,,`
~ ~ ~ \~
o ~
f \\ ~
a ~
-~
m \
~ C9
~ L
C
~~
9~
C
I
N ~~-
~ ~
_ ~
~ ~ ~
~ ~
~ 1d 5
H~a(1H~ rv3 ~
N ioo~i asi ~aa ~ ~
o ~ ~ ~
~ ~
~ ° o ~~
v
D
r ~
m
o ~~ ~
z p j
o Z
A
I ~ C
m
n ~
ao~~y
b
z A ~ ~ ~
j D m ~ R°
a
N "c ~ ~
on m ~ ~ bJ
o ~ -~
~ tin ~
u o
m
0
~N
-~
rm
~n
~n
a~
-~
°z~
m~
rZ
no
~m
~n
~z
v
m
0
c
N
0
m
~ --
J~
U~ • fJ N ,
~
Z
°
x

O '
x
O
~ ~
yy
~

z
~ ~
Zy
n
m

~ O
o
°
s

JO Z
Z
('1
'"

n s
O
N
°

m n

m
~ Q

~
o

Z
m
v,
N C
D
N ~ ~

T ~ ~

m N
z
~ a ~ eYY~
ti

00 r
r r
w ~ m
m
O
T ~
m O
~ m
D m
tCn m
O

C
m
m w
C m
° zo

f1
m
~
O
~ m

~

~
O
"
N

~

Z
~,
°s

~ Z

Z

o

0
° ~
H
O
Z ~

~'
Z N
A
O
C
~
~
~n
A
O
~°

F A
m
H
~
^
~ N
;
O Nr
r~
Y
~ c ~ ~ v
O N O N
m

A
T (~
~J
J
a ~ o i
N
o m
o x
o"
-~ z
O N
N n
-~ z
c ~
~ n
m x
-c
N
m
r NAD 183
-o
DO
r
rn
n N
Z~
C rn
n
2
N
~~~
3
~~~~
~~
ro
~ ~
~ I
r om
~~ ~~
z Z
~ °
`~
nro
r
~ ~a
~ o

REVISIONS
io~iznoos
JJ ee`do oa\324854\rk27\68% plea\J AL D_ED_P~M4,DDN
Jm
m V P VI • W N ,
~~ O n c~~~ ~ o n~ ~ z O ° Z p ~ o~ n n o tL z m
rn O~ m m T D ~> A D~ r^ O O O O
A 'O G1 ~ ZZZ O O Z m n Z IZif H ~ O F C
y1 2O~ ~ < ~o A N m
C A m
m ~^ ~ n Z~~ O Y m ~ r s O~ O~ C C ~~ ~n f1
O n ^~ ~ Or O ~n Gl j C ~ C ~ 0 = m m C C ~ O
Z ~ 0 ~ SOS ~ C D ~' v~ D N N ~ O v+ G~ ~ ~ ~° ~ .t
~~ ~ m p~ O O 00 n fnl D [~~ ~~ v Z Z" [L~~ L '~^j C~ Z
C in n ~^ m C Z L ~ O~ ~ S Z ?c C yy~
2 GZl m Z~ O pp~y^n W O i n~n1 C[- ~ p m ELn "~O T ~ G~
w~ S to C m S 1 !1 ~ Z S ~ Z Z~ v RI
O „"~ !~ Gl m m =
O F~ O m~ O '<" v ~ ~° rv~ ~ ~ p O< ~ ~ Z Z
N N
~ p~~ H~ Z ~~ N O~ 2 ~° ~ m O~ O O
v~ C C
Z n ° ~ ~^ Z ; i3 m D T Z ~ O l ~ ~ ~ ~ ~ ~
a O~ y ~ O C ~ ~ m~ Z Z O m m O
.~ m v~ v Z aO -4 ~ v~ D ~ ~
fl Z ~ ~ m G7 ~ Z° m ~ in ~ C
F O Gl S O~ O n vm~i ~ n rZn. m~ O O Z O
ae Z O ~ S -o ~° Z C O m ~ o ~ ;y
w o~~ v~ '" N O G Z ~ ~ O ~ D
r, O ~ "'~
m ~ 4" m ~ m n ~ A n D ~ ~ r~A.
~ m m V~ Z H~ A Z m ~ zy -i Z
O p C+ ~ Z C ~ ~ Gl
Z m 0 Z T SO (nl Z N m m~ m v ~G
m < m ~ r ~ Z
m ~ r v ? ~ A r [++ Z --t~+t v
~^ '~ D O ~ ~ O ~ in
m 0 _~ m N Z
f
~ z
m
rn~
' I
'\
~ O
N
-A
N
Z
0
0

Z
w ~°
w
n Z
N
-
p
m
n
yN
T
T r
y
O NN
o. ~ ~ ~

~ O
3 Z O 'r..
n

5
m 0
~~ ~,
~ Z
" ~
~ N
~~ Z -o
D W
~ ~o °
Z
o ~
°
~ m
a ~
~
~

0
v ° D
A
D
r ~
m
O ~~ ~
ZA;~
o~ z
A m ~ ~
_ '~ i 'b
D O
A ~ b
0 0 ~ ~ 'ti
z ~ J 7~
n m '~ Pe
~ ~
N ~ ~D
~ m ~ ~ 'C
~w
~~
wo
u)
0
N
C
m
r
P N A W N ,
O

Z

~

A
5

c
O

N ~

Q
~

~

T

0
~
H

~ C

~
O

o

~
~^

~
m

O ~
~
O
~^ O
?
~
~
Z
~
C
~
N

O
~

m
~ ~
Z
yZ
m

{{I~{I~~~
y
!e

0

~ ~
~
p
O

>o
~

NNTc
Y
F
m

D ~
z
Z
m

~ v

O
~^

~
N

m

O
m
m

vCi ~
~
Z
m

r ~
Q

~

z
N

m

~
~++

O O

N
C

~^

m m

C m

0 zo
S
n

fmi~
'^
m
n

m

O

O
y
O m

O

~
m
0

~
O
~

v,

~

~
Z
JNi.
N
~
r~i
O Z

Z
<
O
~
~ o
~ O
Z „'
~ =O
~ ~ O
'°
,
~,
7o
~ D
>o
~
O

F ~
m
c
~ ~
m
~
Q

~ !^ p
O
;
~
~
yy
T
~ O
S
v
N
m

z
a
~ ~
~~ ~
~.` ~•~ ~
~ ~
~'\ ~ ~ O
,`, ~ N Z
o
;~,,
/,~ ~~'~
' '/ ; ~ ~O
m ~
~ i ~
c ; ~~;
i ~
' ~ ~
i \
i i
~ ~
~ , ~~
/ ;\ ~~_
-~
`~
~~>
.,~
.,
''.
~ '\.
rte-- m ,1 ~ i
-i Cl 1 i
~n ~
n~ i i
~ `~` i
i
O V1 ~
~r
n Z / / ```/~ "~D
~ m m ~ ~~ ~
nZ N ~ ' C
N ~ I ~~~ ~
~! I
~~ m
~~, ;r,
r
~~ v m ~ ~ o
~-
n c-< cm
n
c ~~ ~~
~
o cn v n
~^ n

~~ i
1 ~
8~ ~ 0
% ~
~\ ~ %
~~ ~ i
~.
--~~-
,;
;;.
iry
\\
c
N
O
><
~ N
v
z
N
-I
7v
m
+\ .~~o
~ ~~,`
+ ~`
j `•,
/ .~
+\
\+
. ~~ ~8 ~
C
-v
_i
rn
Z
Z
rn

n
O

C '° -~

rn ~_

w
~'~
^
l
, N
= nrn r
~•/
C

n N
rn 0

~~~
3
~p~! ~°
~~~

ro
~
~
~
~ ~
r o ~

~ g ~
~
z
Z
o
~
~
K
~ro
r

z
~' .p o

REVISIONS
IO/12/2005
\comnaa\304051\.keJ\60% plern\JAlO.EC.PSH5.OGN
~meedor
OD V P VI a W N ,
m m m -a ~ '^ O Z ~ ^~ ~- ZZ Z 0~ A
m Om ~ n~ ~ ~o ~ p ~ ~ ~ ~ ~ S O ~ ~ O Z C ~ ~ ~ ~ CZ1
-i m Z
~q ~ ~ [{n ~° m m
Z S S~ s ~ C 0 y O ~ C~ ~~~ ~ v T m m C C } ~° ~ OT
~~ C 70 ~ p Z Z W O (Dl N D EL~n ~~ O Z Z~ ~ m~~ O
C ~ v~ m C O ~ in C O S ~ ~~ ~D ~ ~ Z E Z
Gl m w ~ O ~ ~ ~ ~ ~ ~ ~ Z ~ ~ Z Z v -~o ~ ~ G)
D o
,O, S~S ~ O ~ ~ °o ~_ ~ F ~ o ~ ~ p ~' ~ ~ o ~ z
Z A~ H Z ~~ r- O~ ~ n ~ m ~ O C an ~^
N
-v O m m
z =°;~ Zy~ ~~ D Q Z ~ ~ z~ y o o W~
~ O~ a 2 2 y ~ 0 0 ~ ~ m N Z O m m O H
p O w vCi O Z A ~~ N? ~
~ Z m ~ ~ ^~ ~ O ^J Gl n_ ~° m 1 !n
'- ~ Z fl m fl 'm n D !1 Z ~ ~ D ~ ~ D
r p O s 0 '~ ~ ~O v, r~+ ~ 0 1 O O
1 7AC ~~ Z C ~ Q C m ~ O y ~ ~ Z CW C C
m n
C O~~ O D M H O Tn O ~ "i ~~ CC~~ Y
N f1 ~n 7~ _ ~ m ~ A n D S ~ r~.A
m ~ T T N Z N ~ NNn Z n m ~ ~ Z
_o p Ln ~ ~ C ~ ~ Cif
z O z
Z m 0 O T n ~ m m~ m O
n Z Z m ~ ~ O r ~ L S r Z
O 2 j ~ r- S m ~ Z A~ ~
H Z L
2
`~ O ~ m H m
Z
Z
m
rn\
' I
' I
v`rJ ~
~N
N
O
O

Z

r

n Z N
-D
C rn

a _~ n = •^

Z
o N ~
~
a ~. ~ y
,~ .~
o
a
N m E

~ Q r-
r-
~

5
m
F ~
~;
~ z
~
~ ~ ~W
0 Z D
~
F ~
a 3
~ - p D
N
v + ,
p 0
Z
O
m
~
O

0
~ o ~
D
A ~
D
r ~
m
~~ ~~ ~n
Z ~ J C"
A m° ~ ~
x '~ ~ ,ti
m
~ r
D O ~
A b
~~~~
r ~ ~ ~
z < ,Q
D m ~.
~ ~ b
N ~ (D~~+ H
p to ~! ~ s
M
N
a o
0
P V1 a W N ,
...~
~
Z

~

n
S?
~

N

m
D
0

O

~ =
O
~
~
N
(1
~..
C
~
~
m
~
m
p
O
p
~ Z
Z
m

j
O
N

~j
~
D
Z
m

r
~
~

Z

VI
..
S

O ~

N
~^ N

m
O N
a
^~
m
~ ~

O
~ ~^
F
m
D m
O
m
vCi
m
m
O

C "
^~
O w
C m
~ zo
n
m

{

~
O
~
m
~
-
m

~
'^
m
~
O
S
m

Z
~
~
~
~°
~°
O

in
~n

~
O

Z

s
O

N
O

m
~
O m
O
Z

O

d
O
~
D
N
n v

'
~ O
Z
~
^~' "'
Z
~
m O
C
N ~
~n
AO
; O
p
N
O
s
0

~ ~ 0 y
>>
T
O N
m

O
N

i ~J(

' ~
~
i

,'``
~ `,\ ~
~
"
~
COQ`
' / O
i
i '
i ~
i'
r J

.~ i

;
l
\` ~~
•
\e I
~y % /
..

`
i
i
``
m
~ '~ ~
r-.
~~
t
~ r
~ `~~ y ` ..,
~ ~ ° o cn

o ;
;~
~
i ~
D Z~

m
E
~c ~
m i ~~ ~
~
~
~ m
~ r
-
n z
~~

i ~
~ z
C7
~ W
i
i ~
~
.

~ CD D

~z
\\
F i i
~~ ,\ v
~
i 1
\ i /
/
\ ~ 1
\ ~ 1 ~ ~
i
\\ 1 d ~ ~
~ ~
\O `
T i ~ C
(`
OL ~
~~ V1
~ O
~
_ _
~
x __
~
-~ m
c ~~ ~~~
_
\
0

O
Co
Z
/ / .
/ i , ~
(/
'D
m ~
/` ;
< /;i'i ~ ~
'
~!
,
' ~~
o „
.
m /~/
/ ! i
`~
'i v'
/ ;' %/ ~ m
/ •i
/i,
ir /
mo -~ (~
~n
/
i
R /
~ n
~~
/
/i~ i ~/
` ~ ~ Ot/i
z ~
/~/ i ~~ ~
~~ m
~
z ~~
r

/~ i~ j
/' / ~
~ `
` ~
, nZ
n~
~ ~ ,
m D
c "m
~~~ % ~/ ; n v nN

,
! N
~ c~ z

~
~
:~ N
~' ' / ~ 1
~j .• i•j/ jr.

.: ~ ~l
/ % ~
~ ~ ~• i
~ ,- ;:
,
~;~
~
:
~
i ~ ~
' ~
~
Mp j

,,
~
.
,
C
-~
m
Z
v
z
_i
rn
Z
t~~.
NAD 83

T
l
O

~ rn
r
O ~
C ~

T ~
~ O
!
~~ !
/J
iii
T

C~ rn r-

C
~
rn m
'
^
V I
rn O

~~~
~p~z ~
~~~
0

~ ~

M o ~
C„ m
~ g ~
z
o
~~
~ `~
~b
r

In ,oi

RLYSIdNS
ioi¢noos
\Cedor a\3J1©5/\.kOJ\6a'/. ple..a\JaLO_EC_PSn6.DGN
~mee
i

L
m
m
o ~I
m ~ ~
~ ~
ooln
a11~?
~ n m
In n m
~ a x
0
u W C
m
N
~'qT
cy~~~F
sF
F
sy
SFr
Fc,~

'~7 ~ `~ , /csn NV~
_.
o ~ z
®® ~ ~ N ii
' I Z ~\. 11 O O i~'~; ~ j
`~\ ~' 1 i O x q ~i
i r
~ ~ _ n
_..._.. _ 1 ~ ~ ~ m
'1 - _...__._ r 1 ~ ~•
;, __..._ 1 . ~
I ...... ; `! r N i, , T O N p Z
._.....__ r ; ~ / 1 /~
O
r ! `~ ~ N ~ D
1 - r m
~~ 1 '.v ~\_ i'~~~~~~ ~ r~ m a o
r ^ ~ O 11` ~) i~ ~ + T + Z m
c ~
\/ 1 , ~~•.
~ '
~- \ ___ ~ (l m ~`, ~`• it %i~ ~ ~ O a
.,~ _
m ~ i
i _ ~
\i Z T y °^ ~~ 1 / i i X ~ Z W
/~
A ~ ~ 55 z ~ ~- r~
O ~ ~ '- n
i
~.. AA ~ ~ Z 70 ~ i ,i i Z "p (~
\ \\\ \ ~..- / I / . / X ti -1 m r
j D 71 Cml C
`" ~ J ~'~ ~ ' ~ -nz ° ZED
p .~ x rn ~~'- ~ i r ^ In~o ~ O
.,
-A ~\ i n z i mv+~ Or'
C ~
-i \ ~ ' 1 r/ ~'~ O X n ^
/
CJ~ m \ \ N{ C X Z
O n 1`~ ~ ~Nm~
N A P/ I I
m .._ ~ ~ A V // ~ m.
'~
n
z x
V t i m x
~ ~ i ~ N
O
\ ~_
Cs ` ~ t 1 ~Z I ~ T-~ 1
~ T V1
\ \ In~m Cl~~cn
D ~ ~y i ii In^ ' ~ x nn ~ Cf7N ~
m ~ ~ of ~ ~, ~o\\ ~ ~~,\ I o=c <O~rnm ~
~n \ ' m -I --1 m
~ O ~ ~ ~ O i o < \ ~ \`I, I o ~ 7v
o a \ t o C [I7
~ p J r Z ~ `,. ~i ~ m \\ ` i x ~ W W
cn ~ y \ ~
t7 r, ~ o _... .._ 1 c x
A -d ~ ~, o m ~. '" .
_.
.. T
z<,Q~ _ .
D N j Ro ~ \ ~ \) ~`'~ 1 ll Iii ~ ~
y `I ~~ --_. 1 t _ _
N C ~ ~ ~~
J ~ ~ q0 ~'~.~ .. _. _.J _ -..-.~__ ________ ~
1 1 .--
p to ~ ~ a ~, _ _.__ __ -- ,1 1 - CH RD SR 1300 C'
AL
---- _, `
m
r .• ~
ID W i C __-'-_-__- -- --- --
1 VI -__- N ~ 1 _......... .. _.._.
W _~-_~- t i' _.' _..._ ..
o r x ~ o

REVISIONS
10/12/2005
~m\eedo. a~304a51\.1.0J\60'/. ple~a~JALO_EC_PSH7ACN
~~S R
1~~N5 ~ 13
0'~~ ~ D x

I

` J ~4
1 I I
v\-I
LJ
0
-A
0
~ ~ D
D `
~ ~~
A ~ ~~
D
r ^~F
m
i°o ~g 'b y~
Z o ~ ~ ~ ~~
o m C
A (/~
_ ~' '~ b
m ~
~ r ~
D O ~ 'b
O O ~
~ A ~ ~ ~
z ` ,~
D m ~, R'
r i ~ ~ ~
m m 1 G Q7
In w
W p r as b H
~ ~ a
m~
n~
~o°
~o
r v
r~
~o
mz
zm
~a
x~
m
n
\.
9-~3 133HS 33S - 3NIlH~1dW
I
1
_ _~
' Il i '',
' Il
it ~ r O D
1
1I
i
i~ II I :
!~, i
X
. r z
,.G~.:~~~
.
_
t ~i „ '
i i t
i
I II 1 I I
I
I I z
o
n~o
/
/ I ~II
41
1 % ~ ~ -~
2
I II 1 '
1 I Z ~7
n

h 1
1 ~
I
ll 11
1
I II 1
1 Il li 1T
%

~ n O ti

~ f
I 11 l
I I I' ~
I I m
--1 = S
m
I
I I I 1
I I1; a
l ~= z
l
I 11 i~ ".'' 1
I 1 I, ~'Ll % (n

fTl X
I Ir'llr
I I II !!'1
~ N
1 I I I ~
• l
1
X ~ -~
.
1 !I
1
I I I I
I I I !I Z
W n

i'1 ~~~~ I n
z C
" ~
x
~`i~ ii' !i ~~
li -'I ~
.
I I r +
111
I I 1". I n m
n
~
1 1 ~ i Ild
1 I j l ~ r= ~

1 11r„ iit N
m g
1 11 I'.I ~I
1 11 11, I t l
1 ' --1
m l")
~
~
I! f.: i n x
1 + Il:jl ~ N
I I I
I w r.. it
~ n
1 n L. ii x °

I I I I' 1
I I I' 11 ~~ I
~ z

~ y
III I ~
I j l rl l . I
I~ I n
...1 0
it i i- i~'i I ~
.
I~
J ;~~ III r"
~';
r ; ~
I I ',
,I jl
~
%i li ~
i
I I'' I
r 1• ~II
I 1''
I m
I II
I
I I , 11 f7
0
L I 1T1
I
l z
j
I III N O ~
j 1 ~I ~ ~ ~
II ~
I I
1 O
I J V1 ~ ?
~ 1
1 1!'I Il w .D A ~
~~,t I
I 'aa o
~
~~' m ~
~, ~ i m
II I
m
l Il
1` o
C
I
II 1
~ 1
I ', f7
n
,
I I
I I
r I
I'
~1~ I
,I ~
0
z
ro
t?9
«r-I
~~
~z
~ro
r
z
0
n
0
~~
.Z
vo

REVISIONS
-------------------------------------------------------
plena\JRlO.EC.PSHB.OGN
N V1 m
-1 -1 Z
a ~ o
m
w a r
N ~ O
i 5
in ~m
~ m ~
o.`"ix
o m
x n
n ~
x
i
r-
O
r~
~~
,l/ ~~
`
V
OX
~~ ~ O

I
I
N 77 CO

~
~

\ --1
a

w
o m m
a n q

x r
~
~
;-' ~ ~
o m
~
~\ ~ o
o x
O
O
f~i
O
W
O
0
0
oa o
s
A .~
D
r ~
m
?~ ~~ ~
o~ ~r z
A m ~ ~
~ ~ J ~
~ v ~ b [rf
o~ ~~ `ti
z<,~~
a m ~, R,
m ~
N C
m m l ~ Q'1
o y '`C
m w
~~
~o r
m ~"
0

°x
o ~
z ~o
h M
{ ;
r
V 1 ~
-I
~Z70 N
n
~ D
%f~/
i
~ I
~~
,,, '~~' ' r \~\I '.
M ~ ~~
q T ~yC /NF _ S
FF SyF
FT Fc`,
i n?. ;.
~::7~
r +, ~
< o
a n
Z ~c
m
y ~ / i
j O
~ ~ ~ ~/
N
` \ El
~Y ~~
a
~i1
1
a
~''~ x
C
r
s
z
-i
n
z
I r±~
NAD 83

v
rn
~~
~z
`<
a b
r
Y
z
0
0

l0nzizaos '
~;\comno~\704064 \rk07\60% plena\cppe~_:sc.rpl
N
N
O
N
N
N
rn
0
~a
o „
W A
~ Z
D m
X
I
Z
O

10/12/2005
~:\comna•\701054 \rk 07\60% plena\upper_.ac..pl
N
N
O
N
N
rn
-~
N
m
X
N Z
O

~enzizeas
~;\connoa\Ja4a54 \rk07\60% plena\upper_.ac..pl
N
O
N
N
rn
--~
r A
~ T
IN m
~ m
a ~
D rn
Z
O
x
I ~
N Z
O

\rk BJ\60% plan ~\up per_. •c.xpl
N
O
N
X11
N
rn
Ala
~~
oT
W
om
n ~
a rr
z
0
x ~
a z
O

k07\60% plena\upper_.ac..pl
N
N
O
N
N
rn
-~
0
~~
~~
oT
W
°_
nm

\rk 0]\60% plena\upper_~ea..pl
N
O
N
N
U1
rn
o~
Wm
>Z
A m
Z
O
x
m~
2
O

plern \upper_.sc.~pl
N
CJI
O
N
N
rn
N
K

ea\eer. ple~•\up per_w~c.rpl
N
N
O
N
t!N
w
rn
0
~~
~~
oT
m
o~
n~
nm

le /12 /20N5 '
~:\comno•\72405\rk 03\Ga% plena\cp per_vac.vpl
N
N
O
N
H
N
rn
~I~
~~
oT
n Z
a ~
m
Z
O

k0J~6a'/. ple~•~upper_. •c..pl
N
N
O
N
N
N
rn
X=
~~
oa

ienvzees
N
C71
O
N
N
N
rn
-I
N
X m
1. ^~
-. Z
O

plena\~pper_xsc.xpl
N
O
N
Ys
N
m
N
X =
r
N Z
O

3\6Z% plan.\upper..ac..pl
N
N
O
N
N
N
rn
-~

i0iizizees
n~+~r.n~~e ni. Pien~~~o.s._.a .. p~
N
N
O
N
N
N
rn

ienzrzde,
~;\comno.\70a 051\~k03\607. plen.\lo.e~_.ec..pl
N
0
N
rn
-I
x
~~
~o

ixiizizxxs
pien~~~o.e._.• .rpi
N
N
O
N
N
rn
-~
Ala
~m
oT
Wm
a ~
D m

054\rk07\60% plans\lo.er_.+c.wpl
N
N
O
N
N
N
rn
-~
Xm
~~
o

ienvz©os
~:\eem„o,\~a+as+\.kea\car, pleroVo.e~_oc..pl
N
tJ~
O
N
N
(J1
rn
0
~a
;~
oT
m
O ~+
a ~
D m
Z
O