20091123 Ver 1_401 Application_20091009

TT
THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
301 West 14th Street
Greenville NC 27834
252.757.1096
fax [phone]
0g- 1 1 ? 3
October 19, 2009
Ms. Cyndi Karoly - Supervisor
N.C. Department of Environment and Natural Resources
Raleigh Regional Office Q G'? ow
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center O CT g 1 2009
Raleigh, NC 27699-1650
DENR - WATER QUALITY
WETLA.'dDs AND sTDRmwATM OPAW,
RE: Water System Extension for Edgecombe Water and Sewer District No. 4 -
Phase I
Edgecombe County, North Carolina A I TD
TWC Project No. 2488-EZ
Dear Ms. Karoly:
On behalf of Edgecombe County, please find the following documents for your
review.
1) Five (5) copies of the executed PCN form.
2) Review Fee - Check (285396) in the amount of $570.00 made payable to
NC Division of Water Quality.
3) One (1) copy of the Authorizing Agreement
4) One (1) copy (11 " x 17") Plan Set (1-27).
5) Five (5) copies of the Topographic Map of the project area.
6) Five (5) copies of the Vicinity Map.
The following are attachments to the PCN:
Appendix A - Five (5) copies of the project narrative.
Appendix B - Five (5) copies of the site coordinates.
Appendix C- Five (5) copies of the NRCS soil survey map.
Appendix D - Five (5) copies of stream and buffer impacts.
Appendix E - Five (5) copies of the County, State and Federal threatened species
inventory.
Appendix F - Five (5) copies of the National Register of Historic Places.
Appendix G - Five (5) copies of the project wetlands map.
Best Regards,
THE WOOTEN COMPANY
i
By:
Wade will, ASLA
cc: Mike Mathews - (w/o encl.)
TWC File (w/encl.)
i
AUTHORIZING AGREEMENT
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: N/A
STREET ADDRESS: SR 1533 (Batts Chapel Rd) SR 1500 (Fishing, Creek Rd) SR 1502 (Dail Look
Rd), SR 1503 (Summer Acre Rd) US Highway 258, SR 1504 (Kilguick Rd) SR 1506 (CUtChin Farm
Rd), SR 1513 (Acorn Hill Rd).
Please print:
Property Owner: Edgecombe County Water and Sewer
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Gary D. Hartong, P.E. of The Wooten Company
(Contractor /Agent) (Name of consulting firm)
to act on my behalf and take al I actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
201 St. Andrews St. Tarboro NC 27886
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
N/A
Authorized ignat?re Authorized Signature
Date: ?_-3 o - 0 2 Date: N/A
09-1123
0F WA
oa
TF9QG
y r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing`
1a. Type(s) of approval sought from the
Corps:
? Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

® Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Water System Extension for Edgecombe Water and Sewer District No. 4 - Phase I
2b. County: Edgecombe County
2c. Nearest municipality / town: Tarboro, North Carolina D
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A ' 2009
3. Owner Information WETLAG"ZD STORMWATTER
3a. Name(s) on Recorded Deed: Edgecombe County Water and Sewer District No. 4
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): Edgecombe County Water and Sewer District No. 4
3d. Street address: 201 St. Andrews St.
3e. City, state, zip: Tarboro, NC 27886
3f. Telephone no.: [phone]
3g. Fax no.: 252-641-0456
3h. Email address: [e-mail]
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Gary Hartong P.E.
5b. Business name
(if applicable): The Wooten Company
5c. Street address: 301 West 14th Street
5d. City, state, zip: Greenville, NC 27834
5e. Telephone no.: 252-757-1096
5f. Fax no.: 252-757-3221
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): N/A
Latitude: See Attached Longitude: - See
ib. Site coordinates (in decimal degrees): Attached
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 6.2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Fishing Creek, 28-79-(30.5) & Deep Creek 28-79-32-(1.5)
2b. Water Quality Classification of nearest receiving water: WS - IV, NSW, S & WS - IV, NSW
2c. River basin: Tar-Pamlico River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions of the site are graded roadside ditches. The proposed waterline will be constructed 5' off the
edge of pavement within the existing right-of-way to minimize impacts to surrounding properties.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
220
3d. Explain the purpose of the proposed project:
The purpose of the project is to provide reliable drinking water to EXISTING residents in rural Edgecombe County's Water
and Sewer District #4.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the construction of 6, 8 & 12-inch waterlines. See attached narrative for additional information.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes ®No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): N/A Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes No
® ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
This work is considered to be one project and will continue to completion.
Page 4 of 12
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T N/A ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404 width (linear
Temporary (T) (INT)? ,
other) (feet) feet)
S1 ? P ? T See Appendix D ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
N. Comments: See Appendix D for Stream Impacts; Stream impact identification labels have been added to the plan set.
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P)
or Temporary T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T N/A
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 N/A
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Temporary T impact required?

131 ? P ? T See
Appendix ? Yes

D ? No
B2 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments: See Appendix D for Buffer Impacts; Buffer impact identification labels have been added to the plan set.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Lines will be constructed in existing roadside ditch 5' off EOP and in existing right-of-way, which is all previously-disturbed
land.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimizing trench width, minimizing sediment runoff by using sedimentation and erosion control measures immediate seeding
and mulching.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWO
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 N/A 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: This project only creates 348 square feet of impervious surface from the ? Yes ® No
gravel drive and PRV vault, so it does not need a diffuse flow plan.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0.14%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project only creates 378 square feet
of impervious surface at the PRV site which is less than 1 acre.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWO Stormwater Program Review
? Coastal counties

4a. Which of the following state-implemented stormwater management programs apply ? HOW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWO Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWO Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
See Appendix A
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 12
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act El Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. ? Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
www.saw.usace.army.miI/wetlands/esa
Website supplied in PCN instruction documents. County Search results attached.
NC Clean Water Trust Fund Mapping Tool (http://216.237.216.18/CWMTFWeb/default.aspx) to search critical habitat
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? T[:] Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Website supplied in PCN instruction documents.
http://ocean.floridamarine.org/efh-coral/ims/viewer.htm
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A list of sites in Edgecombe County has been supplied in the Appendix.
Website supplied in PCN instruction documents.
http://www.hpo.dcr.state.nc.us
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Buried water utility crosses under streams and ditches
8c. What source(s) did you use to make the floodplain determination? See Appendix G for floodplain map.

Date
Page 11 if 12 V
PCN Form - Version 1.3 December 10, 2008 Version
Applicant/Agent's Printed Name Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version
------------
CYrr 1 _ 5 1jl
?? CI I s'}Z :'4.n ? i ?I .?Jr???', I- 1 ?ti,`? 1 4 t •-`.- i ' ??- .
11,f1#I{ 1, I 11 }r 'r tiV I` ?? ?f ?1 ti??? n4?sY? v l O -
1 ? ? W
r 1 - 1 I _ 1
p V+ VI ?- y - ;J" w I N 4
M D. ;
5s
r
?t
I O CM
W
0 CD
V CD cn
?
CIO
i??l (l F , ?? f r-
CD j5
Q .(D
W
r ^
r' i - ., ? --`_ ?? i - ..- -' yl,?, - y,•c `? i - I ! t.? x' ? _ -? ? Y ,; - ??` _ it G
IT
? Y 1 IF ? : -'?y,? ~?r Y, ?:- ?1 I .?9? l • ? '??1 '' M?? - - - ?h '} 5'I f,'?',
', Jy r?n ' - , ll?lrr
? I `2 el I `'? }` I , ilr,_ I ___ _---_- ..._..--_?_-'r -''rt-.. ??. - ?'°- - ? , I 1 II
?_ - won - ?` { V? r. r+ - I, - _ J r _ - 7 rr Tr ?y
t* 7
:;?' - ' -. Y, ?.', .k r'.f' e ?y„'- ,._I '1 t ', ; I•? ?} ? t ?I ? ? r'r y+f ? ?'t ' ?,A
•y r}? ( Y 1 _'l .'ll ?Il I ,F .- I ' Ii 5C? 'j 1 J - - - '? 4 '3 ? r ` r
.
? g ' ??,t? • _ y ,5 - ti? I ?' I ? i y fry f`
Ift
.1 ?lyJ '-, ? ? I•' _ -? I ''3 :(? ? -_-?,. ',. ? 1 `' It` '- t-w t ! .?'.r? i' Iii
mfr' t -'..,* - ..? :,r . 4 ??i '•? ? ?s . I - _ f. +1 J' ?' ?, ! ? t'{ I.''
_ ? ?? t. ! .y \...? I ??y., : - .? .,y' 'Wi`t I _ .rF .? ?1 ? ? `per+?V ! ?'r???? //-
i= •kt 4' ?? f? ?? II - I L,.? .?.,. ? -'r? 1•I i1" I _. ,J1.-4. •?'?.+-i-?;,,?
! t\ J .?r'f I, fY xl n? r y 5 "r r Itik \1 I 1 5T;1? +.- f,?•"'-1 II I =yV
'? ? I ? I ' S. ? ? ? ' 1M1? ' ? -? ail j ?. } I ;?•. - •Jr , ? - ? ,
j. ..••?r-`- j 1 l air - ;,Y iI
1 t>o ''??" ;lyak el
1.? - ' ?'•, ?4 I? 111 - __ '??•'ti.. yy. I . i - I - y - ?? l}{ ?? ' ? 1 /???? _ I ?+ ?? { - c: r?
` 't.,,.-.r' ?r,}I 'i. 451 _ ,'1 , _ f r?' .- '' C? ?1,, `Ir ?. _ i --- i I .,
? f 1' ?, v J' t!? ?I . I I ,1?':. •ry ',--` L '?: _ 'i ?-? `r t ? ;i`f?gP A' ?yf `+? 't ?-
`'- t +?+ , # ). y .: ' `'il ''I '+ 111 f I - - -- - --','1 1 -` if f- '? a/ ?s.7r 11
''? r r,-..,, ? W I ? ? ?. ?' ? t i ?r '? I 4 - ? ? . I ?.h? I ` _ J' ?,. '"1?? ?,_?5''l? Ai,/; ? I (? ? ..
`? 4i tt `. j J 11 J . t ? ? ? 1 ? rJ- .S t„ I' ??,,, ? ?' ? ? I (4 :n?r ' , h ?
1= ? J? K?5 __ ??.. f 4 L,?. lh? '_ - ?y?? 'A.vL ?"r•'ti. - y ?• t'.+ r/?.r ? ? ? . vt ? ? h - J ? r - W
1 1 ~
• ?? t ?•? Hi. b `T1• '1-Y _ _T._ -' -t-.:_ ,''?ti. -- 1. ( ?1, -l _ _ I ?, 1. I L'. ? '? ly'r I ? !• O 6
15 ..' by _?y h r - t w? t v ?`' a I ? ,
r I v I ) S } - - - ; C
r '
y

O
N

L O v'
c itt1?1 A
- Z

O N U
Z
i
-?/

d a N
o \
/
K L 1
W O ?.?
L
o '
a?
Z
G1
Nmt5c CL
2.1
C4 0 CD Cl)
r cu
u _0
8 ` = ca m
ate-'
Rf W w._ 3 3 Q m°
30,
W ; t t?s? F 2 2 ? .N c
C: m
U) a) o
Voo
Z) z U m U
eei
m
y? ?
v a?f
04,
z f }
Aix
0
I lf) r
1
6 v 777
7?
! f ,
r'
1 rjl "?ry?j .r.
I ?
I ? E'f- ly
J
L--.
?.JN x
O _ Q ? i rjy? ^
n
S tY ?, ? i
w' '500 r x? T? 1 ? j a
,dy
- -- ---.?_ 1 m
m p. !"x ar - ToN 3' s G
i b
a ih ?.,
E to
m ^
z q',
z
CL
x L)
-FE
c 0 q v.
i+
o v + E1 z
c _ NI 338IN3at ,
N
m m
C Z
5D i U
z
m c M w =
5 o a s f 3
Y N W :r°i O
m L is m SS -"
APPENDIX A
Narrative 0 r T 2009
?ENR-WATER QUALITY
1?'EI?ANp& AND Sr?RNM'ATER @R1W N
NARRATIVE FOR THE PRE-CONSTRUCTION NOTIFICATION
WATER SYSTEM EXTENSION FOR EDGECOMBE COUNTY WATER/SEWER
DISTRICT NO.4 - PHASE I
PR&EW01121
OCT 2 1 2009
DENR - WATER QUALITY
1NETLAND$ AND STORMWATEROWCH
OCTOBER, 2009
PREPARED BY:
THE WOOTEN COMPANY
301 WEST 14TH STREET
GREENVILLE, NC 27834
252/757-1096
Water System Extension for Egecombe Water and Sewer District No. 4 - Phase I
A. Description of Project
Location of Project
This project takes place in Edgecombe County just north of Tarboro North Carolina.
Edgecombe County is divided into five (5) separate water and sewer Districts, but for our
purposes, this water system extension project will take place in District 4. The majority of
the work will take place within NCDOT right-of-ways along SR 1533 (Batts Chapel Rd), SR
1500 (Fishing Creek Rd), SR 1502 (Dail Loop Rd), SR 1503 (Summer Acre Rd), US
Highway 258, SR 1504 (Kilquick Rd), SR 1506 (Cutchin Farm Rd) and SR 1513 (Acorn Hill
Rd). A vicinity map has been attached which shows the exact project location in
Edgecombe County. Near the intersecting of SR 1513 (Acorn Hill Rd) and SR 1506
(Cutchin Farm Rd) a parcel of land (20' x 30') is currently being acquired for the installation
of a pressure reducing valve. Also, at the corner of SR 1500 (Fishing Creek) and SR 1502
(Dail Loop) and the corner of SR 1506 (Cutchin Farm) and SR 1513 (Acorn Hill) there is a
temporary construction easement encroaching onto private property. The easement is
required for the bore pit which will enable the water line to be bore and jacked under the
existing roadway.
Type of Development
The District 4, Phase I project will be a linear construction project consisting of installing
approximately 66,200 LF of water main ranging in sizes of 6-inch, 8-inch and 12-inch. The
new water system extension will serve approximately 140 existing customers with reliable
and safe public water and will also connect to the existing Speed Community Water
Association Water System. The vast majority of construction will take place within NCDOT
right-of-way except for the parcel of land required for the pressure reducing valve (PRV)
located prior to the connection to the Speed Community Water Association Water System
and two (2) temporary easements which will benefit a couple of road crossings where the
water line will be bore and jacked under the existing roadway. Water will be supplied from
a 12-inch water main which runs adjacent to NC Highway 97 and is owned by Edgecombe
Water and Sewer District No. 5, and the District 3 Phase II project which is supplied by
District No. 3. The Speed Community Water Association will therefore be fed from both
District No. 3, Phase II and District No. 4 Phase I.
Earth Disturbing Activities
The project will involve digging trenches for 6, 8 and 12-inch waterlines along NCDOT
roadways. The width of the installation trench will be four (4) feet wide for the entire length
of the project. Intermittent streams and ditches will be open cut to install the waterline and
BMP's will be utilized to minimize impacts. The stream impact will be very minimal since
the majority of the pipe installation takes place within NCDOT right-of-way and 5 feet off the
edge of pavement in soil that has been previously disturbed. The required erosion control
measures will be in place before construction begins. A track-hoe will be used in the
excavation process with other associated equipment needed for waterline installation. The
water line will be installed in previously-disturbed land 5-feet off the edge of pavement. To
cross NCDOT roads, a process of boring and jacking will be utilized.
Existing Drainage Patterns
Edgecombe County is generally broad and flat sloping from west to the east. The County
is located in the Tar-Pamlico River Basin and within Fishing Creek, Little Fishing Creek,
Water System Extension for Egecombe Water and Sewer District No. 4 - Phase I
Rocky Swamp and Beech Swamp Subbasin (03-03-04). The majority of the area located
within this project area, drains to road side ditches and/or un-named tributaries which
ultimately flow to Fishing Creek and Deep Creek. Both of these creeks flow to the
southeast and eventually dump into the Tar River which bisects the County draining it from
the west to the east.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
A copy of the latest approved sediment and erosion control plan must be on file at the job
site. Timely and proper attention shall be required for prevention of offsite erosion and
sedimentation. Various levels of erosion control are proposed in the engineering
documents. If it becomes evident that additional erosion and sedimentation control
measures are needed they shall be installed immediately. A temporary cover sufficient to
restrain erosion must be provided within the 21 calendar days of completion of any phase
of grading. A permanent ground cover, sufficient to restrain erosion, must be provided
within the shortest of 15 working or 90 calendar days after completion of the construction
or development.
2. A buffer zone, sufficient to restrain sedimentation, must be maintained between the land-
disturbing activity and any adjacent property or watercourses. Maintain / Do Not Disturb
existing vegetative cover in areas of no construction.
3. All disturbed areas will be seeded within 30 days following construction in accordance
with the seeding schedule as shown on the plans. We have attached the seeding and
mulching specifications to this document which gives the rates for fertilizer, tack, seeding
and mulch.
4. Temporary sediment control primarily will consist of temporary check dams and arc filters
which will placed along the existing roadside ditches. The rock check dams shall be a
maximum of 1,000 LF apart and the volume of storage shall accommodate this sediment
as shown on the engineering documents. In the proposed project area, the slopes along
most of the roadside ditches are so flat that the spacing allows for a great amount of
storage before over flowing into the next drainage system.
In order to eliminate erosion from traveling downstream, arc filters will be utilized when
water lines bisect drainage culverts on the upstream side of the culvert.
5. Silt fence will be utilized in areas next to blue line streams to prevent erosion of the
disturbed soil for the waterline crossing. In the location of the creek crossings, rip rap is to
be placed at the opening of the storm drainage pipe to prevent erosion of the disturbed
soil for the pipeline crossing. Silt fence shall also be used to prevent erosion in areas
where bore and recovery pits are to be constructed and at open culvert crossings the silt
fence is to be tied into the temporary sediment traps or check dams as shown in the
engineering documents. Since the velocity of flow through the roadside ditches is less
than 2.5 fps, lining is not required but there may be areas where the contractor will be
required to place matting if with drainage ditch disturbance.
6. If the contractor chooses to place any of the material on the adjacent roadway the
contractor shall be required to place screening over the roadway surface prior to
beginning the operations to assist in cleaning up the roadways after construction.
Water System Extension for Egecombe Water and Sewer District No. 4 - Phase I
C. TIME SEOLIENCE OF OPERATIONS
Construction is planned to begin December 2009. Permits are being secured now and
once the project is awarded, construction will be able to start. The contractor is required
under the contract to comply with all state regulations regarding erosion and
sedimentation control. Once the control is in place, the contractor will begin working on
installing the water lines. The contractor shall complete all construction within the
easements and rights-of-ways as shown on the plans. All utilities must be checked and
tested and any areas that can be seeded should be done as soon as possible.
Once the subsurface infrastructure is complete and tested, the contractor shall finish
grading and seeding remaining areas. Seed bed preparation details have been added to
the drawings. Hydro-seeding will not be used on this project. In areas where the trench
line is within the bottom of a ditch, erosion control matting shall be used to stabilize the
soil.
The erosion and sediment control measures are to be checked weekly and after any
rainfall event. Repairs shall be made immediately to the sediment and erosion control
measures as needed during the project.
Water System Extension for Egecombe Water and Sewer District No. 4 - Phase I
?fm@[§O%Ag 0
0 C T 2 1 2009
APPENDIX B MR AL Ty
VYETIANDS AND STORMVY.ITEIt 8RlWCH
Site Coordinates
Water System Extension for Edgecombe County Water and Sewer District No. 4 - Phase I
Pre-Construction Notification (PCN) / Site Coordinates
SR 1533 (Batts Chapel Rd)
Beginning
Ending:
SR 1500 (Fishing Creek Rd)
Beginning:
Ending:
SR 1502 (Dail Loop Rd)
Beginning
Ending:
SR 1503 (Summer Acre Rd)
Beginning:
Ending:
US Highway 258
Beginning:
Ending:
SR 1506 (Cutchin Farm Rd)
Beginning
Ending:
SR 1504 (Kilquick Rd)
Beginning:
Ending:
SR 1513 (Acorn Hill Rd)
Beginning:
Ending:
Evergreen Heights Lane (Private)
Beginning:
Ending:
Latitude
35.98054
35.95804
Latitude
35.97567
35.98054
Latitude
35.97567
35.99503
Latitude
36.00815
36.00079
Latitude
36.01172
35.95804
Latitude
35.99507
35.97416
Latitude
35.99566
35.99806
Latitude
35.97328
35.97416
Latitude
35.98054
35.95785
Longitude
-77.51872
-77.50023
Longitude
-77.53156
-77.51872
Longitude
-77.53156
-77.5219
Longitude
-77.51232
-77.49198
Longitude
-77.49799
-77.50023
Longitude
-77.48746
-77.4535
Longitude
-77.485
-77.47371
Longitude
-77.46221
-77.4535
Longitude
-77.51872
-77.50113
Water System Extension for Edgecombe County Water and Sewer District No. 4 - Phase I
,1
0 r T 2 ? 2009
DENR - WATER QUALM tY
MUMS AND STORM IATER BRANCH
APPENDIX C
NCRS Soil Survey Map
USDA United States A product of the National Custom Soil Resource
Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
O I
`J N RCS RCS States Department of
Agriculture and other
Ed
ecom be
Federal agencies, State g
Natural
Resources agencies including the
Agricultural Experiment

County
North
Conservation Stations, and local ,
Service participants Carolina
Edgecombe D4 Phase I
I&@Rfl wrgo
0 C T 4 1 2009
bENR • WATER•QUAIITy
? ANpSTORft1TERBRANCH
September 1, 2009
Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surreys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases
Examples include soil quality assessments (http://soils.usda.gov/sqi/) and certain
conservation and engineering applications. For more detailed information, contact
your local USDA Service Center (http://offices.sc.egov.usda.gov/locator/app?
agency=nres) or your NRCS State Soil Scientist (http://soils.usda.gov/contact/
state-off ices/).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil
Data Mart is the data storage site for the official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means
2
for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.
Contents
Preface ....................................................................................................................2
How Soil Surveys Are Made ..................................................................... .............5
Soil Map ..................................................................................................... .............7
Soil Map ................................................................................................... .............8
Legend ..................................................................................................................9
Map Unit Legend ..................................................................................... ...........10
Map Unit Descriptions ............................................................................. ...........10
Edgecombe County, North Carolina .................................................... ...........13
AaA Altavista fine sandy loam, 0 to 3 percent slopes .................... ...........13
BB-Bibb soils .................................................................................. ...........14
CeB-Conetoe loamy sand, 0 to 4 percent slopes .......................... ...........15
Co-Coxville sandy loam ................................................................. ...........16
DgA-Dogue fine sandy loam, 0 to 3 percent slopes ....................... ...........17
DpB-Duplin sandy loam, 2 to 5 percent slopes .............................. ...........18
ExA-Exum very fine sandy loam, 0 to 2 percent slopes ................. ...........19
GoA-Goldsboro fine sandy loam, 0 to 2 percent slopes ................ ...........20
Gr-Grantham very fine sandy loam ................................................ ...........21
GyC-Gritney fine sandy loam, 6 to 10 percent slopes ................... ...........22
Jo-Johns fine sandy loam .............................................................. ...........23
KeB-Kenansville loamy sand, 0 to 4 percent slopes ...................... ...........24
Lu-Lumbee fine sandy loam ........................................................... ...........25
Ly-Lynchburg fine sandy loam ....................................................... ...........26
Na-Nahunta very fine sandy loam .................................................. ...........28
NoA-Norfolk loamy sand, 0 to 2 percent slopes ............................. ...........29
NoB-Norfolk loamy sand, 2 to 6 percent slopes ............................. ...........30
NoC-Norfolk loamy sand, 6 to 10 percent slopes .......................... ...........31
Ra-Rains fine sandy loam .............................................................. ...........32
Ro-Roanoke loam .......................................................................... ...........34
StB-State loamy sand, 0 to 4 percent slopes ................................. ...........35
TaB-Tarboro loamy sand, 0 to 6 percent slopes ............................ ...........36
WaB-Wagram loamy sand, 0 to 6 percent slopes .......................... ...........37
We-Wahee fine sandy loam ........................................................... ...........38
Wh-Wehadkee silt loam ................................................................. ...........39
WkB-Wickham sandy loam, 0 to 4 percent slopes ......................... ...........40
References ................................................................................................. ...........42
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil-vegetation-landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the
Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil-
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil-landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field-observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
60
N
0
M C)
,6l 9Z oLL
O
Q
N
O
U
L
=1 Q
O m
0?
N
O
O?
U)

O
a-+
cn
U
A6 ££ oLL
„ZL ,9Z oLL
N
?o
Cl)
t
a)
L
N
X
U1
N
N
N
Q
C
O
C
_a
0
0
M
of
V
O_
N
2
O
O
O
N
0
O
0
C
O
O
O
N
O
O
0 -
LO
O
O
0
0
O
?n
N
O
O
N
O
10
Z -<
.,b ,££ oLL
co o

LO _
o i-
cm r
Cl) U')
M
r-
O
?.
N
(D
U
7
O
U)
O
lY
O
U)
E
O
U
O N O
O E O N O L
N (0 O
O O
U m
'D
ti 3 C N

N
?p
U _ C
Z m
_0
m

66 N > O

a) O C
N N m U)
N
7

r
C
O
O
O
C O? E
- U d
_ O_
CL ° c
O v j o °
-0

x m E ? m
o
O ; L z>.CO
00 C)
of V-
O ? ED ??-
L n
Q °? 3 Q c Z z Q T o
N ? `-' °
C
C N O E U N 0 c i
a
L 3 m
N
?
w
IL Q Q U ma? Z) 0 cn
<
O ?
O C =O N m N N
=1 O
L U Q p CL.-
6 'O >
M N
LL o m

N c

o y 3 o

a
mN 3

Eo a p,:

E?
o

a
E? m m

m?Ea
Z C
'Q
L O`
0.2

N
N
O N
^ O N Z) U7
0 O
'O >
3 a Q w
N
Q ,- O
m O J r
.
N >
W
N N
L N C a)
C
C O
O
Cl) IQ a Z N =

_

d (

M O N O f6
>1 ui

C
Q N N O

N
d m
E
>. 7
O O
O

d Z

7

N O

a)
>` m j c)

U) m 70

j C Q

cc
N m

? L C
a
a
O. M N ..
O C
m 0- m O ? Q O 7
L
a °w
m m m E Cl) a
o o n>
N> En m
-Z o
E
CD E
CL) E UI?U HL 0 ? o m
v.!= o
a C N

a
cn m
U
r
H
T m CL C j N V
O
u) O
a
0 O
cn m
c E d d O
m °' T

> _ d
d L

O LL >.

75
c? O d d
t

O d
- N co d N a M O
d
J N U O rn o x ?

Z

8 U.

t
N
U.

0
}
}
0 a° 3 ?
W
J
Q O
C
C Q

y O

m
a m fn

d N
N
d _ E
m
Z' a m N
D_

p

6
C `
> >

O. A

-

a d

m

d °

CL
En

T

3 w
f

° Q
m O

? a°i
d N
m
O O

Y o n w` ? o m o
O T d O_ d O_
U) En

m
LL
N >
CD
V
LL =
0
U -5 En
U _ T
Y
V N L
3
O T
m O > m E2 d
N C
d
U - C > Y V O C
Q U) 5 m m U U J J rG d X U) V) U) U) U) U) U) fn
d
c (L

A
a ?
a ?'
® 74
+ ?{
x 4 O
> + ; , III O r 10 t7
i
O
U)
a w
Custom Soil Resource Report
Map Unit Legend
Edgecombe County, North Carolina (NC065)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista fine sandy loam, 0 to 3 percent slopes 268.4 13.9%
'BB Bibb soils 28.3 1.5%
CeB Conetoe loamy sand, 0 to 4 percent slopes 155.6 8.1%
Co Coxville sandy loam 0.8 0.0%
DgA Dogue fine sandy loam, 0 to 3 percent slopes 37.5 2.0%
DpB Duplin sandy loam, 2 to 5 percent slopes 61.6 3.2%

ExA _ry Y

Exum ve fine sandy loam, 0 to 2 percent
slopes ---- ---- 2.2%

42.0
GoA Goldsboro fine sandy loam, 0 to 2 percent
slopes 68.8

- 3.6%
Gr --- ----- 9.9
Grantham very fine sandy loam - -?-- _ --- 0.5%° 'i

GyC --------- -------------------
Gritney fine sandy loam, 6 to 10 percent slopes 11.3
0.6%
Jo Johns fine sandy loam 10.3 0.5% j
KeB Kenansville loamy sand, 0 to 4 percent slopes 3.1 0.2%
Lu Lumbee fine sandy loam 139.4 7.2%
Ly Lynchburg fine sandy loam 0.9 0.0%
Na Nahunta very fine sandy loam 32.1 1.7%
NoA Norfolk loamy sand, 0 to 2 percent slopes 78.8 4.1%
NoB Norfolk loamy sand, 2 to 6 percent slopes 301.3 15.7%
NoC Norfolk loamy sand, 6 to 10 percent slopes 9.2 0.5%
Ra
- Rains fine sandy loam
- - 124.5 6.5%

Ro - -
Roanoke loam
235.6 -
12.2%
StB State loamy sand, 0 to 4 percent slopes 72.5 3.8%
TaB Tarboro loamy sand, 0 to 6 percent slopes 61.5 3.2%
WaB Wagram loamy sand, 0 to 6 percent slopes 53.8 2.8%
We Wahee fine sandy loam 22.3 1.2%
Wh Wehadkee silt loam 19.7 1.0%
Wk6 Wickham sandy loam, 0 to 4 percent slopes 74.9 3.9%
Totals for Area of Interest 1,924.5 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
10
Custom Soil Resource Report
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
11
Custom Soil Resource Report
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
12
Custom Soil Resource Report
Edgecombe County, North Carolina
AaA-Altavista fine sandy loam, 0 to 3 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Altavista and similar soils: 90 percent
Minor components: 9 percent
Description of Altavista
Setting
Landform: Stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity. High (about 9.6 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Fine sandy loam
8 to 15 inches: Fine sandy loam
15 to 42 inches: Sandy clay loam
42 to 80 inches: Sandy loam
Minor Components
Roanoke, undrained
Percent of map unit: 5 percent
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
Tomotley, undrained
Percent of map unit: 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
13
Custom Soil Resource Report
Edgecombe County, North Carolina
AaA-Altavista fine sandy loam, 0 to 3 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period. 210 to 265 days
Map Unit Composition
Altavista and similar soils: 90 percent
Minor components: 9 percent
Description of Altavista
Setting
Landform: Stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 18 to 30 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity: High (about 9.6 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Fine sandy loam
8 to 15 inches: Fine sandy loam
15 to 42 inches: Sandy clay loam
42 to 80 inches: Sandy loam
Minor Components
Roanoke, undrained
Percent of map unit: 5 percent
Landfor n: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
Tomotley, undrained
Percent of map unit.- 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
13
Custom Soil Resource Report
Bibb, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
Wehadkee, undrained
Percent of map unit: 1 percent
Landform: Depressions on flood plains
Down-slope shape: Concave
Across-slope shape: Linear
BB-Bibb soils
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period. 210 to 265 days
Map Unit Composition
Bibb, undrained, and similar soils: 80 percent
Johnston, undrained, and similar soils: 10 percent
Description of Bibb, Undrained
Setting
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Sandy and loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water capacity: Moderate (about 7.2 inches)
Interpretive groups
Land capability (nonirrigated): 5w
Typical profile
0 to 6 inches: Loamy sand
6 to 60 inches: Sandy loam
60 to 80 inches: Loamy sand
14
Custom Soil Resource Report
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Sandy and loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Very poorly drained
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 7w
Typical profile
0 to 30 inches: Mucky loam
30 to 34 inches: Loamy fine sand
34 to 80 inches: Fine sandy loam
CeB-Conetoe loamy sand, 0 to 4 percent slopes
Map Unit Setting
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Map Unit Composition
Conetoe and similar soils: 90 percent
Description of Conetoe
Setting
Landform: Ridges on stream terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Sandy and loamy alluvium and/or fluviomarine deposits
Properties and qualities
Slope: 0 to 5 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
15
Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 6.4 inches)
Interpretive groups
Land capability (nonirrigated): 2s
Typical profile
0 to 8 inches: Loamy sand
8 to 25 inches: Loamy sand
25 to 41 inches: Sandy loam
41 to 48 inches: Loamy sand
48 to 90 inches: Sand
Co-Coxville sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Coxville, drained, and similar soils: 80 percent
Coxville, undrained, and similar soils: 10 percent
Description of Coxville, Drained
Setting
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Concave
Parent material: Clayey marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 3w
16
Custom Soil Resource Report
Typical profile
0 to 9 inches: Loam
9 to 11 inches: Loam
11 to 72 inches: Sandy clay
72 to 80 inches: Sandy clay loam
Description of Coxville, Undrained
Setting
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Concave
Parent material: Clayey marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layerto transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 9 inches: Loam
9 to 11 inches: Loam
11 to 72 inches: Sandy clay
72 to 80 inches: Sandy clay loam
DgA-Dogue fine sandy loam, 0 to 3 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Dogue and similar soils: 85 percent
Minor components: 5 percent
Description of Dogue
Setting
Landform: Flats on marine terraces, flats on stream terraces
17
Custom Soil Resource Report
Down-slope shape. Concave
Across-slope shape: Linear
Parent material. Old clayey alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. Moderate (about 8.9 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Fine sandy loam
8 to 10 inches: Fine sandy loam
10 to 55 inches: Clay loam
55 to 80 inches: Clay loam
Minor Components
Roanoke, undrained
Percent of map unit: 5 percent
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
DpB-Duplin sandy loam, 2 to 5 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Duplin and similar soils: 90 percent
Description of Duplin
Setting
Landform: Flats on broad interstream divides
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
18
Custom Soil Resource Report
Parent material: Clayey marine deposits
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.3 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 8 inches: Sandy loam
8 to 84 inches: Sandy clay
84 to 100 inches: Sandy clay loam
ExA-Exum very fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period. 210 to 265 days
Map Unit Composition
Exum and similar soils: 80 percent
Minor components: 5 percent
Description of Exum
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy and silty marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layerto transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 10.8 inches)
19
Custom Soil Resource Report
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Very fine sandy loam
8 to 12 inches: Silt loam
12 to 70 inches: Clay loam
70 to 100 inches: Loam
Minor Components
Grantham, undrained
Percent of map unit: 5 percent
Landform: Broad interstream divides on depressions, broad interstream divides on
flats
Down-slope shape: Concave
Across-slope shape: Concave, linear
GoA-Goldsboro fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Goldsboro and similar soils: 90 percent
Minor components: 2 percent
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 8.0 inches)
20
Custom Soil Resource Report
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Sandy loam
8 to 15 inches: Sandy loam
15 to 45 inches: Sandy clay loam
45 to 80 inches: Sandy clay loam
Minor Components
Rains, undrained
Percent of map unit. 2 percent
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Gr-Grantham very fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Grantham, drained, and similar soils: 80 percent
Grantham, undrained, and similar soils: 10 percent
Description of Grantham, Drained
Setting
Landform: Broad interstream divides on depressions, broad interstream divides on
flats
Down-slope shape: Concave
Across-slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity. High (about 10.7 inches)
21
Custom Soil Resource Report
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 6 inches: Very fine sandy loam
6 to 11 inches: Very fine sandy loam
11 to 77 inches: Loam
77 to 110 inches: Loam
Description of Grantham, Undrained
Setting
Landform: Broad interstream divides on depressions, broad interstream divides on
flats
Down-slope shape: Concave
Across-slope shape: Concave, linear
Parent material: Loamy and silty marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 10.7 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
0 to 6 inches: Very fine sandy loam
6 to 11 inches: Very fine sandy loam
11 to 77 inches: Loam
77 to 110 inches: Loam
GyC-Gritney fine sandy loam, 6 to 10 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Gritney and similar soils: 80 percent
Minor components: 3 percent
22
Custom Soil Resource Report
Description of Gritney
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Clayey marine deposits
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.9 inches)
Interpretive groups
Land capability (nonirrigated): 4e
Typical profile
0 to 9 inches: Fine sandy loam
9 to 58 inches: Clay
58 to 80 inches: Sandy clay loam
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
Jo-Johns fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Johns and similar soils: 85 percent
Minor components: 5 percent
23
Custom Soil Resource Report
Description of Johns
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy alluvium over sandy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural
stratification
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity: Low (about 4.3 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Fine sandy loam
8 to 15 inches: Fine sandy loam
15 to 32 inches: Sandy clay loam
32 to 80 inches: Sand
Minor Components
Lumbee, undrained
Percent of map unit: 5 percent
Landform: Backswamps on stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
KeB-Kenansville loamy sand, 0 to 4 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Kenansville and similar soils: 90 percent
24
Custom Soil Resource Report
Description of Kenansville
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy alluvium over sandy alluvium
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Low (about 4.2 inches)
Interpretive groups
Land capability (nonirrigated): 2s
Typical profile
0 to 8 inches: Loamy sand
8 to 24 inches: Loamy sand
24 to 36 inches: Sandy loam
36 to 42 inches: Loamy sand
42 to 84 inches: Sand
Lu-Lumbee fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Lumbee, drained, and similar soils: 80 percent
Lumbee, undrained, and similar soils: 10 percent
Description of Lumbee, Drained
Setting
Landform: Backswamps on stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material. Loamy alluvium over sandy alluvium
Properties and qualities
Slope: 0 to 2 percent
25
Custom Soil Resource Report
Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural
stratification
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity: Low (about 4.4 inches)
Interpretive groups
Land capability (nonin'igated): 3w
Typical profile
0 to 6 inches: Sandy loam
6 to 14 inches: Sandy loam
14 to 36 inches: Sandy clay loam
36 to 80 inches: Loamy sand
Description of Lumbee, Undrained
Setting
Landform: Backswamps on stream terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy alluvium over sandy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural
stratification
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Rare
Frequency of ponding: Occasional
Available water capacity: Low (about 4.4 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
0 to 6 inches: Sandy loam
6 to 14 inches: Sandy loam
14 to 36 inches: Sandy clay loam
36 to 80 inches: Loamy sand
Ly-Lynchburg fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
26
Custom Soil Resource Report
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Lynchburg and similar soils: 85 percent
Minor components: 7 percent
Description of Lynchburg
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.3 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 6 inches: Sandy loam
6 to 10 inches: Sandy loam
10 to 65 inches: Sandy clay loam
65 to 80 inches: Clay
Minor Components
Coxville, undrained
Percent of map unit. 2 percent
Landform: Depressions, carolina bays
Landform position (two-dimensional): Summit
Down-slope shape: Concave
Across-slope shape: Concave
Rains, undrained
Percent of map unit: 2 percent
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Woodington, undrained
Percent of map unit.- 2 percent
Landform: Flats on marine terraces, depressions on marine terraces, broad
interstream divides on marine terraces
27
Custom Soil Resource Report
Down-slope shape: Linear
Across-slope shape: Concave
Toisnot, undrained
Percent of map unit: 1 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces,
carolina bays on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Na-Nahunta very fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Nahunta, drained, and similar soils: 80 percent
Nahunta, undrained, and similar soils: 10 percent
Minor components: 5 percent
Description of Nahunta, Drained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy and silty marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 12 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 10.8 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Very fine sandy loam
8 to 12 inches: Very fine sandy loam
12 to 79 inches: Clay loam
28
Custom Soil Resource Report
Description of Nahunta, Undrained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy and silty marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to
0.57 in/hr)
Depth to water table: About 12 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 10.8 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 8 inches: Very fine sandy loam
8 to 12 inches: Very fine sandy loam
12 to 79 inches: Clay loam
Minor Components
Grantham, undrained
Percent of map unit: 5 percent
Landform: Broad interstream divides on depressions, broad interstream divides on
flats
Down-slope shape: Concave
Across-slope shape: Concave, linear
NoA-Norfolk loamy sand, 0 to 2 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 85 percent
Minor components: 5 percent
29
Custom Soil Resource Report
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 1
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Minor Components
Rains, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
NoB-Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 85 percent
30
Custom Soil Resource Report
Minor components: 5 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across-slope shape: Linear
NoC-Norfolk loamy sand, 6 to 10 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
31
Custom Soil Resource Report
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Norfolk and similar soils: 85 percent
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.6 inches)
Interpretive groups
Land capability (nonirrigated): 3e
Typical profile
0 to 9 inches: Loamy sand
9 to 14 inches: Loamy sand
14 to 70 inches: Sandy clay loam
70 to 100 inches: Sandy clay loam
Ra-Rains fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Rains, drained, and similar soils: 80 percent
Rains, undrained, and similar soils: 10 percent
Description of Rains, Drained
Setting
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
32
Custom Soil Resource Report
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 20 inches: Sandy loam
20 to 62 inches: Sandy clay loam
62 to 85 inches: Sandy clay loam
Description of Rains, Undrained
Setting
Landform: Flats on marine terraces, caroling bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 7 inches: Fine sandy loam
7 to 12 inches: Fine sandy loam
12 to 20 inches: Sandy loam
20 to 62 inches: Sandy clay loam
62 to 85 inches: Sandy clay loam
33
Custom Soil Resource Report
Ro-Roanoke loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Roanoke, undrained, and similar soils: 80 percent
Roanoke, drained, and similar soils: 10 percent
Description of Roanoke, Undrained
Setting
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Old clayey alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Occasional
Frequency of ponding: Rare
Available water capacity: Moderate (about 8.7 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 7 inches: Loam
7 to 10 inches: Loam
10 to 43 inches: Clay
43 to 52 inches: Clay
52 to 80 inches: Gravelly sandy clay loam
Description of Roanoke, Drained
Setting
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Old clayey alluvium derived from igneous and metamorphic rock
34
Custom Soil Resource Report
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Occasional
Frequency of ponding: None
Available water capacity: Moderate (about 8.7 inches)
Interpretive groups
Land capability (nonirrigated): 3w
Typical profile
0 to 7 inches: Loam
7 to 10 inches: Loam
10 to 43 inches: Clay
43 to 52 inches: Clay
52 to 80 inches: Gravelly sandy clay loam
StB-State loamy sand, 0 to 4 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
State and similar soils: 75 percent
Description of State
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: Rare
Frequency of ponding: None
35
Custom Soil Resource Report
Available water capacity: Moderate (about 7.2 inches)
Interpretive groups
Land capability (nonirrigated): 1
Typical profile
0 to 6 inches: Loamy sand
6 to 10 inches: Loamy fine sand
10 to 38 inches: Sandy clay loam
38 to 42 inches: Fine sandy loam
42 to 90 inches: Fine sandy loam
TaB-Tarboro loamy sand, 0 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Tarboro and similar soils: 80 percent
Description of Tarboro
Setting
Landform: Ridges on stream terraces
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Sandy fluviomarine deposits and/or alluvium
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat excessively drained
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity: Very low (about 2.7 inches)
Interpretive groups
Land capability (nonirrigated): 3s
Typical profile
0 to 9 inches: Loamy sand
9 to 48 inches: Sand
48 to 99 inches: Gravelly sand
36
Custom Soil Resource Report
WaB-Wagram loamy sand, 0 to 6 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Wagram and similar soils: 80 percent
Minor components: 5 percent
Description of Wagram
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 60 to 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity.- Moderate (about 6.7 inches)
Interpretive groups
Land capability (nonirrigated): 2s
Typical profile
0 to 8 inches: Loamy sand
8 to 24 inches: Loamy sand
24 to 75 inches: Sandy clay loam
75 to 83 inches: Sandy loam
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down-slope shape: Concave
Across-slope shape: Linear
37
Custom Soil Resource Report
Johnston, undrained
Percent of map unit: 2 percent
Landform: Flood plains
Down-slope shape: Concave
Across-slope shape: Linear
We-Wahee fine sandy loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Wahee and similar soils: 90 percent
Minor components: 7 percent
Description of Wahee
Setting
Landform: Flats on stream terraces, flats on marine terraces
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy and clayey fluviomarine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: Occasional
Frequency of ponding: None
Available water capacity: High (about 9.4 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 9 inches: Fine sandy loam
9 to 42 inches: Clay
42 to 80 inches: Loamy sand
Minor Components
Roanoke, undrained
Percent of map unit. 5 percent
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
38
Custom Soil Resource Report
Down-slope shape: Concave
Across-slope shape: Linear
Tomotley, undrained
Percent of map unit. 2 percent
Landform: Depressions on stream terraces, flats on stream terraces
Down-slope shape: Linear
Across-slope shape: Linear
Wh-Wehadkee silt loam
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Wehadkee, undrained, and similar soils: 80 percent
Wehadkee, drained, and similar soils: 10 percent
Description of Wehadkee, Undrained
Setting
Landform: Depressions on flood plains
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water capacity: High (about 10.4 inches)
Interpretive groups
Land capability (nonirrigated): 6w
Typical profile
0 to 7 inches: Loam
7 to 58 inches: Loam
58 to 84 inches: Sandy loam
Description of Wehadkee, Drained
Setting
Landform: Depressions on flood plains
39
Custom Soil Resource Report
Down-slope shape: Concave
Across-slope shape: Linear
Parent material: Loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available watercapacity: High (about 10.4 inches)
Interpretive groups
Land capability (nonirrigated): 4w
Typical profile
0 to 7 inches: Loam
7 to 58 inches: Loam
58 to 84 inches: Sandy loam
WkB-Wickham sandy loam, 0 to 4 percent slopes
Map Unit Setting
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 210 to 265 days
Map Unit Composition
Wickham and similar soils: 80 percent
Minor components: 5 percent
Description of Wickham
Setting
Landform: Stream terraces
Down-slope shape: Convex
Across-slope shape: Linear
Parent material: Old loamy alluvium derived from igneous and metamorphic rock
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
40
Custom Soil Resource Report
Frequency of ponding: None
Available water capacity: Moderate (about 8.9 inches)
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 6 inches: Fine sandy loam
6 to 50 inches: Sandy clay loam
50 to 78 inches: Loamy sand
Minor Components
Roanoke, undrained
Percent of map unit: 5 percent
Landform: Depressions on stream terraces, backswamps on stream terraces
Landform position (three-dimensional): Flat
Down-slope shape: Concave
Across-slope shape: Linear
41
References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://soils.usda.gov/
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/
Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.glti.nres.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://soils.usda.gov/
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://soils.usda.gov/
42
Custom Soil Resource Report
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210.
43
?GC?GQ?Ii-, J
OCT z i 2009
DENR - WATER QUALITY
"ERM AND STORMWATER 6MCH
APPENDIX D
Stream and Buffer Impacts
Water System Extension For Edgecombe County WSD 4, Phase I
County: Edgecombe Co.
TWC Project# 2488-EZ
Stream impact number
Type of Perennial (PER)
Type of Average
Impact length
Permanent (P) or
impact Stream name or intermittent jurisdiction stream width (linear feet)
Temporary T INT ? feet
S1 -Temporary Open Cut Un-named Trib. to INT DWQ 27 27
Waterline Fishing Creek
S2 - Temporary Open Cut Un-named Trib. to INT DWQ 30 30
Waterline Fishing Creek
S3 - Temporary Open Cut Un-named Trib. to INT DWQ 20 20
Waterline Fishing Creek
S4 - Temporary Open Cut Un-named Trib. to INT DWQ 12 12
Waterline Fishing Creek
S5 - Temporary Open Cut Un-named Trib. to INT DWQ 32 32
Waterline Fishing Creek
S6 - Temporary Open Cut Un-named Trib. to INT DWQ 12 12
Waterline Fishing Creek
S7 - Temporary Open Cut Un-named Trib. To INT DWQ 27 27
Waterline Deep Creek
S8 - Temporary Open Cut Un-named Trib. To INT DWQ 14 14
Waterline Deep Creek
S9 - Temporary Open Cut Un-named Trib. To INT DWQ 15 15
Waterline Deep Creek
S10 - Temporary Open Cut Un-named Trib. To INT DWQ 14 14
Waterline Deep Creek
S11 -Temporary Open Cut Un-named Trib. To INT DWQ 9 9
Waterline Deep Creek
S12 - Temporary Open Cut Un-named Trib. To INT DWQ 10 10
Waterline Deep Creek
Total stream and tributary impacts (feet) 222
Notes:
Stream impacts were calculated by taking total buffer impact length and subtracting 100 linear feet (50' each side)
to get width from top of bank to top of bank. Stream numbers have been added to plan set for identification.
@L?ll
0 1"12 1 2009
DENR - WATEk 4uA,: iY
`WET(ANDS AND STORMW.ATER BRANcH
Water System Extension for Edgecombe County WSD 4, Phase I
County: Edgecombe Co.
TWC Project# 2488-EZ
Buffer impact number -
Reason for Buffer
Zone 1 impact
Zone 2
Permanent (P) or impact Stream name mitigation (FT2) impact (FT2)
Temporary T required?
Waterline Un-named Trib. to 43.5 If x 8 ft =
61 -Temporary Installation Fishing Creek No 0 348
Waterline Un-named Trib. to 61 If x 8ft 41.3 If x 8 ft =
62 -Temporary Installation Fishing Creek NO = 488 330
Waterline Un-named Trib. to 75.8 If x 8ft 49.8 If x 8 ft =
B3 - Temporary Installation Fishing Creek No = 606 398
Waterline Un-named Trib. to 70.3 If x 8ft 45.8 If x 8 ft =
B4 -Temporary Installation Fishing Creek NO = 562 366
Waterline Un-named Trib. to 60.1 If x 8ft 40.1 If x 8 ft =
B5 Temporary NO
Installation Fishing Creek = 481 321
Waterline Un-named Trib. to 65.6 If x 8ft = 43.4 If x 8 ft =
B6 - Temporary Installation Fishing Creek No 525 347
Waterline Un-named Trib. to 63 If x 8ft = 42.5 If x 8 ft =
137 - Temporary No
Installation Fishing Creek 504 338
Waterline Un-named Trib. To 81.1 If x 8ft = 41 If x 8 ft =
B8 - Temporary No
Installation Deep Creek 649 328
Waterline Un-named Trib. To 62.9 If x 8ft = 44.6 If x 8 ft
=
B9 - Temporary Installation Deep Creek No 503 357
Waterline Un-named Trib. To 64.6 If x 8ft 49.3 If x 8 ft =
B10 - Temporary Installation Deep Creek No = 517 394
Waterline Un-named Trib. To 94.5 If x 8ft = 91.5 If x 8 ft
=
1311 -Temporary Installation Deep Creek No 756 732
Waterline Un-named Trib. To 61.9 If x 8ft 41.3 If x 8 ft
=
612 Temporary NO
Installation Deep Creek = 495 330
Waterline Un-named Trib. To 75.9 If x 8ft 49.6 If x 8 ft
=
B13 - Temporary No
Installation Deep Creek = 607 397
1314 - Temporary Waterline Un-named Trib. To No N/A 454.6 If x 8 ft
Installation Deep Creek = 3,637
Total buffer impacts 6,693 SF 8,623 SF
* 6,693 + 8,623 = 15,316 FT2 / 43,560 = .3516 ACRES
NOTES:
All the streams affected in this project are intermittent streams and will be crossed by means of open cut. All the
crossings will take place within NCDOT right-of-way and will take place five (5) feet off the EOP in previously disturbed
soils. Buffer impact identification labels have been added to the plan set.
2
agi@NF919to
prj21209
DENR. WATER QUALITY
%*IL MS AND STORMWATER BRANCH
APPENDIX E
Threatened Species Inventory
Edgecombe County Endangered Species, Threatened Species,Federal Species of Concern,... Page 1 of 2
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Edgecombe County, North Carolina

OENR - WATER Wk; I y
l1YETk?INDS AND STORMZTER BRANCH
Updated: 01-31-2008
Common Name
Vertebrate:
American eel
Bald eagle
Carolina madtom
Eastern Henslow's sparrow
Pinewoods shiner
Red-cockaded woodpecker
Roanoke bass
Southern hognose snake
Invertebrate:
Atlantic pigtoe
Green floater
Tar River spinymussel
Yellow lampmussel
Yellow lance
Vascular Plant:
Nonvascular Plant:
Lichen:
Scientific name
Anguilla rostrata
Haliaeetus leucocephalus
Noturus furiosus
Ammodramus henslowii
susurrans
Lythrurus matutinus
Picoides borealis
Ambloplites cavifrons
Heterodon simus
Federal Record Status
Status
FSC
BGPA
FSC
FSC
FSC
E
FSC
FSC
Fusconaia masoni FSC
Lasmigona subviridis FSC
Elliptio steinstansana E
Lampsilis cariosa FSC
Elliptio lanceolata FSC
Current
Current
Current
Current
Current
Historic
Current
Obscure
Current
Current
Current
Current
Historic
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
mhtml:file://T:\Projects\Edgecombe Co 2488\EZ - District 4 - Phase 1 Design, CA and CO... 10/5/2009
Edgecombe County Endangered Species, Threatened Species,Federal Species of Concern,... Page 2 of 2
C = candidate. A taxon under consideration for official listing for which there is sufficient information
to support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC = federal species of concern. A species under consideration for listing, for which there is
insufficient information to support listing at this time. These species may or may not be listed in the
future, and many of these species were formerly recognized as "C2" candidate species.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of
appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are not
biologically endangered or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened
species on public land, for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or
"PT", respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and
removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took
effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C.
668-668d) becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and
golden eagles and provides a statutory definition of "take" that includes "disturb". The USFWS has
developed National Bald Eagle Management Guidelines to provide guidance to land managers,
landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit
http://www.fws. ov/mi rg atorybirds/baldea le.htm
Threatened due to similarity of auaearance(T(S/A)):
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle
(from New York south to Maryland) was listed as T (threatened), and the southern population (from
Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A)
designation bans the collection and interstate and international commercial trade of bog turtles from the
southern population. The T(S/A) designation has no effect on land management activities by private
landowners in North Carolina, part of the southern population of the species. In addition to its official
status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle
as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of
known records (in adjacent counties), the presence of potentially suitable habitat, or both.
mhtml:file://T:\Projects\Edgecombe Co 2488\EZ - District 4 - Phase 1 Design, CA and CO... 10/5/2009
NC NHP County Element Search I of 2
Paagge
[[
J?
NC NHP County Element Search Results OCT i 1 2009
New Search
OENR • WATER QUALITY
Returned Elements: 34 using: EDGECOMBE ALL MWS AM STORMWATER BRANCH
[Animal Assemblage 1] [Invertebrate Animal 14] [Natural Community 4] [Vascular Plant 5] [Ve rtebrate Animal 10]
Maim Grour) Scientific Name Common Name State Federal State Global Coun - Mar) -
Status Status Rank Rank Status Habitat
Animal Colonial Wading Bird Colony None None None S3 G5 Edgecombe Link
Assemblage - Current
Invertebrate Alasmidonta undulata Triangle Floater T None S2 G4 Edgecombe Link
Animal - Current
Invertebrate Baetisca becki A Mayfly SR None S1 G2G3 Edgecombe Link
Animal - Current
Invertebrate
Baetisca obesa
A Mayfly
SR
None
S1
G5 Edgecombe
Link
Animal - Current
Invertebrate Elliptio lanceolata Yellow Lance E FSC S1 G2G3 Edgecombe Link
Animal - Current
Invertebrate Elliptio roanokensis Roanoke Slabshell T None S1 G3 Edgecombe Link
Animal - Current
Invertebrate Elliptio steinstansana Tar River Spinymussel E E S1 G1 Edgecombe Link
Animal - Current
Invertebrate Fusconaia masoni Atlantic Pigtoe E FSC S1 G2 Edgecombe Link
Animal - Current
Invertebrate Lampsilis cariosa Yellow Lampmussel E FSC S1 G3G4 Edgecombe Link
Animal - Current
Invertebrate Lampsilis radiata Eastern Lampmussel T None S1 S2 G5 Edgecombe
Link
Animal - Current
Invertebrate Lasmigona subviddis Green Floater E FSC S1 G3 Edgecombe
Link
Animal - Current
Invertebrate Leptodea ochracea Tidewater Mucket T None S1 G3G4 Edgecombe
Link
Animal - Current
Invertebrate Neurocordulia molesta Smoky Shadowdragon SR None S2S3 G4 Edgecombe Link
Animal - Obscure
Invertebrate Orconectes carolinensis North Carolina Spiny SC None S3 G3 Edgecombe Link
Animal Crayfish - Current -
Invertebrate Strophitus undulatus Creeper T None S2 G5 Edgecombe Link
Animal - Current
Natural Coastal plain bottomland Edgecombe
Community hardwoods (brownwater None None None S4 G5T5 _ Current Link
subtype)
Natural Coastal plain levee forest None None None S4 G5T5 Edgecombe Link
Community (brownwater subtype) - Current
Natural Coastal plain small stream None None None S5 G5 Edgecombe Link
Community swamp (blackwatersubtype) - Current
Natural Cypress--gum swamp
None
None
None
S5
G5T5 Edgecombe
Link
Community (brownwater subtype) - Current
Vascular
Pl
t Carex crus-corvi Crowfoot Sedge SR-P None S1 G5 Edgecombe Link
an - Historical
Vascular Desmodium fernaldii Fernald's Tick-trefoil SR-P None S1 G4 Edgecombe Link
Plant - Historical -
Vascular
Pl
t Didiplis diandra Water Purslane SR-P None S1 G5 Edgecombe Link
an - Historical -
Vascular
Pl
t Hottonia inflata Featherfoil SR-O None S1 G4 Edgecombe Link
an - Historical -
Vascular
Plant Ranunculus flabellaris Yellow Water-crowfoot SR-P None S1 G5 Edgecombe Link
- Historical -
Vertebrate
Animal Ambloplites cavifrons Roanoke Bass SR FSC S2 G3 Edgecombe Link
- Obscure -
Vertebrate Ammodramus henslowii Eastern Henslow's
SC
FSC
S2B
S1 N
G4TU Edgecombe
Link
Animal susurrans Sparrow , - Current
file://T:\Projects\Edgecombe Co 2488\EZ - District 4 - Phase 1 Design, CA and CO\Permit... 10/5/2009
NC NHP County Element Search
Vertebrate Haliaeetus leucocephalus
Animal
Vertebrate Heterodon simus
Animal
Vertebrate Lampetra aepyptera
Animal
Vertebrate Lanius ludovicianus
Animal
Vertebrate Necturus lewisi
Animal
Vertebrate Noturus furiosus
Animal
Vertebrate Picoides borealis
Animal
Vertebrate Sciurus niger
Animal
Bald Eagle T
Southern Hognose Snake SC
Least Brook Lamprey T
Loggerhead Shrike SC
Neuse River Waterdog SC
Carolina Madtom T
Red-cockaded E
Woodpecker
Eastern Fox Squirrel SR
NC NHP database updated on Sunday, August 2nd, 2009.
Search performed on Wednesday, 26 August 2009 @ 15:42:10 EDST
Explanation of Codes
None S3B,S3N G5
FSC S2 G2
None S2 G5
None S3B,S3N G4
None S3 G3
FSC S2 G2
E S2 G3
None S3 G5
Page 2 of 2
Edgecombe Link
- Current -
Edgecombe Link
- Current -
Edgecombe Link
- Current -
Edgecombe Link
- Current -
Edgecombe Link
- Current -
Edgecombe Link
- Current -
Edgecombe Link
- Historical -
Edgecombe Link
- Current
file://T:\Projects\Edgecombe Co 2488\EZ - District 4 - Phase 1 Design, CA and CO\Permit... 10/5/2009
1§@196wA P
O C T 2 1 2009
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
APPENDIX F
Historic Places Registery
Nortb Carolina
Mate I Iist_oric Preserx-ration Office
I r_),.trt7 tr>rtt of
` At
NORTH CAROLINA LISTINGS IN THE
0
at_aE
NATIONAL REGISTER OF HISTORIC PLACES
n
s of October 22, 2008 6 VIP
A
EDGECOMBE COUNTY OCT 2+ 12009
DENR-WATER Uun? y
The Barracks (Tarboro) 2/18/1971 LANASANDSTORMY4?TERRRAN01
Batts House and Outbuildings (Speed vicinity) 4/5/2006
Bracebridge Hall (Old Sparta vicinity) 2/18/1971
Bracebridge Hall Boundary Increase /Additional Documentation (Macclesfield vicinity) 12/16/2005
Calvary Episcopal Church and Churchyard (Tarboro) 2/18/1971
Cedar Lane (Leggett vicinity) 4/15/1982
Rocky Mount Central City Historic District (Rocky Mount) 6/19/1980
Coats House (Tarboro) 4/3/1973
Coolmore Plantation (Tarboro vicinity) 2/18/1971
Cotton Press (Tarboro) 2/18/1971
Eastern Star Baptist Church (Tarboro MRN) (Tarboro) 4/2/1980
Edgecombe Agricultural Works (Tarbobo MRN) (Tarboro) 4/2/1980
Edgemont Historic District (Rocky Mount) 11/12/1999
Edgemont Historic District Boundary Expansion (Rocky Mount) 9/14/2002
The Grove (Blount-Bridgers House) (Tarboro) 2/18/1971
Howell Homeplace (Tarboro vicinity) 12/20/1984
Lone Pine (Tarboro vicinity) 11/6/1987
Mount Prospect (Exum-Lewis House) (Burned) (Leggett vicinity) 11/20/1974
Dr. A.B. Nobles House and McKendree Church (Mercer vicinity) 6/19/1980
Oakland Plantation (Tarboro MRN) 4/2/1980
Old Town Plantation (Battleboro vicinity) 1/20/1972, Relisted 12/1/1983 after move
Piney Prospect (Old Sparta vicinity) 2/18/1971
Porter Houses and Armstrong Kitchen (Whitakers) 9/14/2002
Princeville School (Princeville) 1/9/2001
Quigless Clinic (Tarboro) 10/27/2000
Railroad Depot Complex (Tarboro Multiple Resource Nomination) (Tarboro) 4/2/1980
Redmond-Shackleford House (Tarboro) 12/12/1976
Saint John's Episcopal Church (Battleboro) 2/18/1971
Saint Paul Baptist Church (Tarboro Multiple Resource Nomination) (Tarboro) 4/2/1980
Tarboro Historic District (Tarboro) 4/2/1980
Tarboro Town Common (Tarboro) 9/30/1970
The Grove (Tarboro) 2/18/1971
Vinedale (Pinetops vicinity) 7/15/1982
Walston-Bulluck House (Pender Museum) (Tarboro) 2/18/1971
Wilkinson-Dozier House (Conetoe vicinity) 10/23/1974
Worsley-Burnette House (Conetoe vicinity) 5/24/1990
a?C?C?DI?L?
o c T 2 1 2009
DENR - WATER UUPI fY
WED.WS AND STORMWATER BRANCH
APPENDIX G
Floodplain Map
E
r, -j 0
Z
O
4-j
VL L

L , p
4 D Z
0 4-j
>+
z
a o
r (/) U N
0 70
? 4-r
0

Q
? L

i
i CD 0
O
? Q CD U
m
>
-
O 0
-
w
U
1--1 E
0
U
a cd m
ci -0
I
CL-4 w
U
? C
3 L }? N
d O O U N 0 0
C O O to O
O E, 'n ) o
N C (D _
c O xQ O
O '0 ? w
S 2 w N -00 N O C> r
cn U m w w so L
,o Z U= Q Q= _. ? M ? a o
C 0 11 m z N ° c,va m W Z
O O C C.3 (? o ?.c
IL S
0 3 =
J a .-a w u z LLJ
a ?- z
0 ,? ^ 3 Z U w
v ?n co (D c? z -t C
O U U WC
y 'C 'C C C 0 G] Z<
.in VJ 7 2 rr-?.? ?-J O
CL 0 0 U m try-.-?::5 fJr??
-,d
a
5

M1 Q2i 2d3.tSd?????
ww

f

1
c

Avl?
r*

,,tip 1
1-
Nia0c

offm

f

(Y)
N
r
O?
0
??
rr
IM rn
N
r---3
Leg U
O
UtE
I
9z Ix
7i uj
w?
3 ?
0
O?
,.LT X .,ti
`1.;T1AWH C1??ar`CI ?
0
m?°r
s °
a
e
.e 0i..
I
Z
O
Q
O
J
H
w
m
O
U
W
D
W
0
}
H
Z
O
U
ry 0?
W
LJL 3:
?u)W
U)Za
WQ?
0 L.L
o X W ct-
a w?0
2 Q
U
w?z
z C)
0? O
?
w U
w?
Q?
W
N
w
ob
00
N
d
w
?N
w
CL
0)
0
0
N
Q
U
U_
>
Q
U
J
J
U
U)
rO
V
Z
0
J
Y
O
>W
VJ
Z,
W
Q
0
w
O
W
0
Z
J
? >- -j co w O ?W
W W W FY Z3:
Z U--
(/??) W w = On
V C L
(1) Z?Zci
U) U
OQ>-z
J
?UF- -
OF-:Q> w
U p ww
3
0
0
W
W
U
J
J
U
2
2
O
U
ti
O
2
CIL
< W
J
Q
U
6
Z O/
a
U p?
%)

U)
W
U
2
l3s\\
l1J
W
Q- _
:?E J
0 2
9aea,eR
J
C
O?
W W
W
W
`t
M
oC
N
N
M
C C\1
G L? ?
? C•J ?
CO ?
a- w c
°'_ `-° z
rn
-? V
a r` J
C.0 N
Q?) Ln
zl- N
O
M

"'a111144"
SNOISIA38
?."IVdITU-)N3100M IHl
t,
-AA

SJNIMVH(l Ol XIINl

13SVHd 'V ON 10181SIO 83M3S 0NV H31VM il ?__? m
m w NI ` V
39W003003 HOd NOISN3lX3 W31SAS 831VM s • •
s?Jj 0•
? m
VNI108VO H1HON A1NnOO 39WO03J03
38W003503 30 A1Nnoo -ftb
j S2 U g o H

X75 10
- x,
Z
sn
N
r
O
r
d
Z 1HS
?t+

a)
tf)
_ pooa?alo aps
(D
t-
Z0 as - doo7FO
vo
11
W
M
M
D
MZ
uJ 3WW
W (9
W=Q
Z N w
J
J W
W
EL 0:: -J
Q WLL.0
F- U
F- 3dO
%W am<
? W Z W
O oaa
aZ
0Qo
W J Z
?a Q
L
M
ubp'S133HS\s;aa4S\ac7VO\00b'3\03 puo y0 •uAisa01 a-qd - b 74Zu;si0 - Z3\88tZ oo agwooa6p3\saoal0Jd\.-1
Md M.Mei 6004/9l/ot
V / Y 0000'9Zb *
al6joosp #;d;Id•gje;uud
SNOISIA3H
t
IAAMRI?.
0
0
zw
z
N
2
Q Q
Fw- m
3w
Z
O
O w
Q
U2
?a
h
zo
O r
U_
F ¢
2 N
sWQ
F ;
z_m
z
a
?Q
F
a
F3
w
O2
O
W
fJhd!PdOd N3100Al ?Hl
A?'A
133HS X3GNl ???®+ • °° ?i 3 ti NI
ON3931 'S310N lVH3N39 +? • • Q r Z ° M
3SVHd 17 ON 101H1SIO H3M3S ONV 831VM sQ? __? y C" J
38W0039O3 H03 NOISN31X3 431SAS 831VM s?• ?. .? o i e $ MI
VNIlOtltlO H1ki0N A1Nn00 3&4003°003
384003003 jO A1Nf100 6
o
m pp? a W Z S
F ° F i z U< p o o > N? (7 Sz
<
Z ¢
p 3 2 m ¢ _ O U¢ ¢ w z Z S I S < S D 9 _? 2 F
z m o J o .° o H w O 6 W i¢ W 'S m 2 O u 3 j C? O O O z O 3 J - Z, po 10
O° O p a i J J F O J
O:E z U ZWz a 0`?° 6?° y u 0 i . m Q A Q ¢¢ o z C N(7NW
Q?W 05-2°_3zQUg3W( 8 y
? a X 1 O a 69 O y U W m ° 'n ,_~ C O 3 w g u S U U Z z Q a Z<z J a
J W U a0 F C J5J 1 Z W W Oz ?g` S O V O y iyp p O m m? z O 5 Q > O a U
1 '. Q Q j W Q 3 U¢ F < U VI J W H w> 6- W F 0 m 2 a W I W a z
ow Eozg FmY¢Q ?l avFvarcEo- ?wm ¢ wuz,aw ;sou
> N>_ W O¢ LL W f ¢ O a W_ J O w?°y J W Z W w? f~/1 ¢ 2 a N 0 0 0 ? J z f
w w O F m w C C 3 F u w O H E 0 1py1 o p W F u w ro a z v> W
(7 Q Q ? W V_ m>_ r
,no! J w O z a ¢ W m W OQ? z -O H W W W H O m 0 W H Z ° V~ Q
o` mw Z?w°>a ooy ?Jwm?mwUUSO?wo>uoo>OO?ow Soto .4>z8
Z U LL W
g`d h z R O¢? O U y O F 5 U N F OQQ a 2 o a S WS Z°Z a U LL US Q?
Q
p
'?+ J W W a? O¢ N W n K 0 6 K R O W U Q a H V m F a h Q R z Q p z Y Q F gJ
zOQQ p1- a? Q WY?Qymwz pwf SSLL JwOU. ¢¢JOrU? a W °jm ¢_LL qgzu
a 2 Q 0 '$' $? O F m m O O O m M 8. C w~ U O Q U y Owa U o z 0 U> O m 2 N° W w
z m I- O Z Z Zi F m a ~O j Q a Z p m ¢O O O W U 2= W O 4 W z Z Q O Z Q jI m
p W Um w== yw Z...mZ pOQF¢O Rain yj0-m Q?Q W S Oa-T¢Qo O O
D u O F '?, w f U W w O J N a c~Oi w o O K U j p K W K K W 'm0 a U j W= W o
6zox-z0>a-Um ow?? ?rc??¢?$$?j o,W?LLQ?W?s?z(io wo?'"Jwu ar?z°
U O F W W O ?y a OQ j m 5 O(J Q 0<. Q j < 9Q OU ¢O Q 6 2 W O r z U m W> w '? z 0 f m m Q w W a O
O) K> _? f OF Q a N z W 2 H O a O I W W 2 W O O p U O? a pq ¢ Z W Z o N F O ?> J 2
m Y U 5 0 U K W J (7 O Q N W I2- E z Q O z U QpOQ m f r Z U w 2 J J > fp a
0 •wQZp?¢w¢m¢?ii?3OO000OQ=Oau?ug>3:o¢z y?wuai??c9p?
z 240 YQO')"z4y? u4z ¢uLLz3 ?'m?3z¢¢4¢-Y+wFUZ°?maQQF
w? m gJ??G? ?com;)a;im z3zua'°?$U.LQo.z55
W xwzoigo oo ¢?o g==°zi ?w z°zog??? ¢iaiV; 2 ai ow iou ?260LLUw?
?1 m U H C N 3 Q a U e F- ¢ 1- m Q h¢ O¢ mo m¢ Q m? a Om Q a m¢¢? n m H.0<..
g
n$
W
Z
I-
W
W
cn
°,
w
o ?
s
mg ° a
z
m p z a
?? a'n O ggO i7mN O Q>
o O¢ m p O N f Z ?.i ? a a a z W J
?m W ON ? pOm W anm V~i f~l1Nw? pm a
OO?QNmzo??ydFz OOO?nzm w
?? aNNwm ?-mw°?-?? Wz
88$000 88oooow8o88?°g y
<
W m m b b" N N p Q A m m m m U
X¢¢¢¢ y~~ o;!
Y Q¢ y N y N a¢ R¢ o m m N W
W J J J Y
2,
<j< om
z 0 0 0 c7 0 0 0 W¢¢ m m Z Z z z z 2 W z W
ommmzJ JJ???NT 2 .'3'11 civc2ioz > o w¢?¢?Q?Q?aaavi???>>>d>j??Q?> Z><
(? m z m ??? m m 2 Y U U U U a u O J
=?azzzzzz§ZZ§---zzzzzozzmm ¢uW
3wf??????¢?swQQQ?????¢?oaayWO?
H ¢ ¢ ¢ ¢ ¢ ¢ ¢ W ¢ ¢ F W W W ¢ ¢ ¢ ¢ ¢ W ¢ W F- H - ° W O
'-0za`aaaaaa;aa?33?aaaaa?awoowFwa
?0??333333??3ir?"33333mm???° w S o
iZwwiliwwwwzw zMWl wwwRHzz'aow
[7zzzzzzz zz zzzzzzzz zaOU3ma
O
Z
E-
W O ?N l1<Nm'.D O?ry Nf70 Ntp?
W ?N1?10 WtD natO? ? .- ? NNNNNNW
C¢ _?
W K (7 wy° ZX
w = d ° ? ? ei o
CZmyh O
W 0 wLL a 3 '? Z< F W az?aWo
¢ rc o, Q w uzQ wQ? m tO? Oz o. z
F U R,- W z .i az ° w O Q 0 f iyj W 3 F J p 2? w
o wo Hom mxiw mm¢m
z ¢O?? o00 ?Qw]
C 2 U f a W F w2 ti F LL W > T N ¢- W? J
H m Q Q m z W o m J Hs W Z Q U K F 2 W a y ,z
w O m ? OQ t. p ymj J? m W W O a a J- a w O O r
Iuu0 QmQ V 2z Wm ¢?mSa-?Z O
N a mUy? U W J I0 0
09 ? F Y y N ¢ U K F) g Q h E w J? H w W w F u J
m O m Z0 W 82 ? a < W 2 F W> W Q S z m '>.,'a
?d m .i O F a z p a m .0 W O N z> o a u w u w z o
ZOU?pOm< HE OOt moN zz-c LL mm_o o
'D 4??P.U
E23: ow?o az z 6pzoz¢waioaz Q
Oio¢m?i zyo oao ourc mxoa'?o?zOiO o
zJ qa ziBo i<. mww g p mgQrczur=zrzF Q
wozoaooo ?WOa ??° y ¢>? so?z5oawz2ayzo
z OwmQQ mKw¢W NFa= a_ZWwWF> OOUmWUCmmaUFa QH
= U J? Z? W h 2 Q 0 W a z a Y LL Q N C m w u LL O Q R 20i N Q O Ss
W O ? O- o¢_ p q> p] O p U r Q W
O Omay ?wVw?Wm fy=p0 w32wWF, O6ZNY<>OaQO QOm
Z <Jz. 5 m.?s9aao 5 ??aa>>>oz'wrmp w?
J S S U z U W (r W Y Q Q 0? QKW z 3 Y Q 2 W O o 3 J U j z W m f s
0 w.oooo..,wzw°.zwrWQwwy??<Uoo Q?Q..?'F5 FPF oos
P OmawmO ZOUd000° Zo z ¢m F000?U?WZ2fS =m3rOQW
0 2?ZOQw00ip¢??oW<2mpWw2 z Q COLLmi? W2c,
Z ?m??n??¢woWawm3a4?W3um<iw7o¢?>i>9a
O m m Z m¢y? D U Z W N€ m w o 2¢ Q K C z¢ O f W P
. N a>
O ?Or?<?O .Dom N O
Q¢?z?
Q' m m z Z a m W¢ w_ 2?¢ H 0 Q Q w W¢>? a 2 2 z Q O O
¢< iz
W ?N? w a ¢m3izmv;¢3mQooa?o?z>w?mamO a<,< 7 !2
LW
I.L
L?
r
U
L?L
U)
LL. W
Z?
W W
/?.
/H p
V/z
U) D
}
LL.
LL
W
m
U
wz >w
N
Z ~ U z ?
o O y ? w ZWZ ofJ yiy
¢w I O W G A O>>> a0a?Z
U Z m U J ¢ Q
z a4m UWy LLig ?
5 wo >¢- ¢?W
m m az Wp° Ezz<
a OQ ?p $Qp O¢N
w
u ogm QoQiQ s"agz
.> U? 20? FWaw
U >° ?? u o?Om
w ig x zZoo ozaz a ?zwm
aZ O? pQo 2 W ¢m
O Zu wN?oZ,°>V
4 z0 O~ m& p o z U: m U W
O 2 W O F Z> U W O a LL z R U Z F
U oN??o yay W? °a?zuaa o--?
O-z% aLLJ?W QW ZZQo
QOa?z VZw?2m SWNQO
Z w>m 0.w ww
u o a4Q
0 9QUUO, o iaafoo wzl wW?Hz
0 H°uo°awW=¢Q ¢wmz ZaZ o yoy?g2
z m m u z U z u r` m 4 U m o 5 m >p W
waaz zaso ?wimmd
p
wWVOw?_?2iiY?rc2
g W ?'n U_Y>? W? N W
U 6 u?mI
9M W>=?; QpuZ y?g QO p LL
2 o 0 Z W O Q U Q Z OW `? 6 I m tl Z 2
FF 3 N w p] 3¢y? m 0 Z
0 0 _ d a U z w a m W E w W
0 N? a F UK,
MM U O Z i o 3¢< o m <..,.
W ? rv m e v+ m n m
00\\
Z
W

z F
o yw?
g w r
w k? 0
: 0 F
s - j

W'
o }
?
H z
ES S £
3
F
Q
W
tN>f
z
s ; H
DI W W
W
E0 0

0 II EF
Z
W

w
J
o
.
.00 II
©
J
O
I , E3 rI
l
1
$? o
g
W O
-
4 s

'? g'

?' w
u
y W

Q w w d ': 3

g U

z

C
gg
F
tn, $ S
a g ; _ ; g i O
m
3, a®® + =????o ® W
I W l
£ 1HS
u6p•S133HS\slaayS\OOb'o\OOb'O\0o Puc V0 'u6ise(71 asoyd - y )pjj;si0 - Z3\88bZ o0 9gw0oa6p3\spa/0jd\?1
Nd £0:£O-*ZI 60OZ191101
*E(? i aj 0000'92£ti
ajbmosp ;ld•;Id•gja}u[jd
s J
00+Eb "d1S Ol 00+0 'V1S ?? v w N
'08 13dVHO S11V8 NIVW 831VM,9 M3N . Ilr.? m
N3100M?Hl ?q?t?' a
! 13SVHd '4 'ON 10181S10 83M36 (INV H31VM 'V ao Q? m s N vl
38N003003 HOd NOISN31X3 W31SAS H31VM • ?,• ?` w m w ?
IVNI10WO H18ON AMOO 38NO03003 ?? ° ?• ; w t"
SNOISIA38 38W003003 d0 A1Nf100 • • c I ii o o 8 ?
3-
17A 01 ION \ I \ ?? 0 00.92 "VI S 3 Il' H31Y R/ 00+£t `d SH3NI 3HO1VN1
di x .11
9NIMVVG 03-Dna3 ! . t?LS 3N?, H?lyYi I "I \II I / Ny
I N I ?N N I
a\\ \ ? I? ?I I??? I I I /
07d , I I
? I II °
I ? I W ? \ 1 ' I
0 3br I ° I N I
r
dim
I I 'I ? I Y 11 \ \ ° o? 1 I I I'
W 1? "' \? I Q I I II
?i,; I ! I 1 ; I J?
3? I? I 1 ? ? I I
jn I 120 I I g '1 ` o I I I I I
a? 1 o I I
??\ II ?? 1I I I II
I Q I ? 11 I I I
I p ? ? 1 ? I ? I' II
I I ? ' \? i ? I " III
---_------ I I _------ 13 j i I 1 11
„' I i ? I ?o I o° I 1 1
i zr
I
I I g I? ?-
I I 151 I 'm re,,p ? M I \\
' I I ?? a I 11
p I I I°o I I ?" I VJ ? I ? i 1
I m? I s I I ?? ? ' I
I I i I ? I
F? I I ??3G1 ? I ov i I
0 0
?? II ? I ? 1 I
I °
07d I I '
n® \\??? I i $ I I I
b
141
I I I I ° II I I
.? b Q I /,? I ^S I I I I I
W 1
?4a? I I 1-47 1 i I I l l
Sop
?H /- 1 I? 1
PRA I
l 1S 3M? N 11 I
' llll ?H?lbw ? ?? // 00+1Z1` \ ei? I\\ I
6 1HS u6P'S133HS\s1a94S\OOVO\OOVo\o0 Pu0 V0 utilsaaI 9-qd - 6IOU;s!o Z3\8867 00 eq-00a6P3\sl0e0Jd\:1
rvd 66:f'O:ZI 6007/gt/ot
'ul / 7J 0000'601
alb-0sp 1Id'}Id•gjeluud

N
00+98'd1S Ol00+£t vii ,r • ?= 11?• ?' " w
Od 13dVHO S11V9 NIVW 831VM A M3N •Q. •? ? o
l lVdPJ03 N3 100M 3H1 "' • s== N g
s 13SVHd 'V 'ON 10181SIO Fi3M3S ONV 831VM ?? s m
39W003003 HOJ NOISN31X3 VMSAS H31VM ! !•? •?i•,® w m g
IYNIIOHVD HI.HON A1NnOO 39W003?J0 + r.
SNOISIA38 301NO030CM AO A1Nf10O / + ?•
Vos I I I I ?? I ???
.L1 X .11 00+£L'V1S 3NIl HOlVH 9 1 HS 33 \
00+85 V1S 3NIl 131VIN -- 00+88 V1S 3NIl HOIVYV \
+ o
MO??
I II
I I i \ I I I
2 \ 1
I ti .dot
3
I o I L' ? I ? I g ?yy8yy ??y •,o •Hn,sx '? ,,p °o
I 1 I slit I'
4
° I t o r$ 0 1
° Ioo + I 1
?$ 1 1 i 11 1 ?? ? I I I
?° 1 \ I o v
II I o I I
7 I I
o I 1 °o+ I I I o I
I I +
?? ???, I I I I I
I I , 1 3 ? ? i
° I II ?? ( I I o
I
l + i ?1 a° I I + I
II O
_ I
" I
I o 1 11 0? 1 ?? I ?1 o I
ERI
I
11 ? I of I I
$Is
ED,
Uyy I
I S " LLW I ?o I I 0
I ¢o I ?? m I O I I o f
?V 1 I D; I
I I J
\ " + II
0-u 0
?+
0 2?\ t I Q _??- U+
m \ ` \ ? U I m? ?? I ?
I \\ 'bbl \ aD I I I ? I
1 I7 1 ° 1 ' I
?? ' I o 1 ? ? \ \? \\ r Y Aw?? g I
II
1 1 I o'' \\ I ? 1 I I
1 , ?g \ \ I ? ' ' 1 I
I \
°
I? I?o I I l i ? I
I ? ? I r I I I &¢
11? I I 1 ? i I
I + I ° +
r
I
I 1 II \\? 1 1 \ '?OLbS?iY 'x3 I o o ti
I
I
\ I 0 I
\? 1 I 1 I
1\ \ I? I ?a 1 I
0
4 \ ??
®
s o I o
n?4h3\ ?? I
g \\
T
S
OO+BS i ?S 3NIl HOlVYV 00+£1 'VI111S 31NIIII loi -
S 1HS u6p•S133NS\9?9ayS\OOVO\OOVO\00 Pu0 V0 •u616801 esoyd - 6 101JAIO - Z3\99*Z o0 9gwoo9bp3\s4oa10Jd\.-1
Wd U-,60:Z1 600Z/91/Ol
'41 / iJ 0000'601
af6Joosp ltd }fd•gjaluud

,;
lk'l?d['In? N3100M X111_
A

SNOISIA313 AA
N y??
31VDS Ol l
„tt x •tt ? ???? ,
IMV2la a3Jf10n

mo /
,, p

O ? Z?
O+ ? I
I
o I

? ? I mm

I I o
N
I? o
°

LL W

yV
O I
I

+n1 4
t; 19
?g
II I ? I //
I ? I
" I I Oo I
?? UJ I
W?
A S
I W
Fol I
I
O I
?I
I I
ws. 0 61 1
o 61
I
m
rR ? ? I N?
bS I I I
I I
\ I ou /
day ?
\ S 133HS 33S
\ 00+88 i 1S 3NIl IHOIVW

00+££ l 'V1S 0100+99 'V1S o ?••• a N
'08 N3380 ONIHSTR ? ?'? d ?? ? a W g o
'0813dVHO SllV9 NIVW 831VM 9 MAN .'?Q• st
•
CD

13StlHd '4 'ON 101F11SI0 d3M3S ONtl FJ31tlM ?.
.00V •? 0 •
m
m
g w I
co
30003903 HOd NOISN31X3 W31SAS H31VM 00 • ?; 0 y w
VNIIOiVO HAON A1NnOD 39W003'J03 • ???? w W (-u
39W003003 d0 A1Nf100 ` • • W n
o
I?il I I '?\
00+9LL V1S 3NIl HO1VW
?I I I?
II I
II I
1
I $I ° I
II i
I
I I I
I
o I
I, I
I
li o
gal I .° i
? I
I n
N
9? I I ?S?S
I
I
I °7jl
' I o
o _
I
II I
C. W
' I ?^ I
J " I
o? 112- ?
§,V I \?.
' I o Ny
I o
o I
I
I f
I I I ???
I
I
II ?
°
°I
q I
o
I
o I
\ o
\\? o ? NOydW
g ?N? \
01.

?a I
.,o IAM,a
mpo9 ,.+z' ? I

+z I
I I
I
o I
I I
I
I f I
I
I i ? I
I
I I °
I o
I I
I

I
I?

I
?$ ? I
r3
II o I
I
I

li
I'
I I
i I
°
II ?
I
I,

II
II
I ° I

I
I
I

I
I

I ?I
lay
II
I,

I
I
°
I o
I I
I
: II I
Y
II _
I
II I
I

I

I
II o
0 I
I

I
?
I I
I
e I I
o I ° ?

I
I ?
?

5E? e
\
I I 211
\
\ N

\\ \ z\ I F

\? I

I
?
g 00+8L1 'V1S 3NI
I II
l H31YN \
9 1HS ubp'S133HS\sle9yS\o0V3\ooVO\o0 puo y3 u61saol asoyd b lo!jlsyo - Z3\994.7 oo agwooa6P3\sl0af0jd\.1
Wd P,11 40!?l 6000191101
'Ql / 3J 0000.601
916Jnasp lld•;ld•gjaauud
1

E 31Ha5 3.L LON
..L1 XI„11
NIM"Cl I nnaMd
I
I I
I

?I
?
I
R 3 I
p
5?

o
I ,
>
ICiX Oki

I 1
I

x II
? I
.? + .3 ? o
W o
f ZQS+??? ? , M/b/
0
0'0
1a? ? > ? I p
0 7
? /bp v, ??
1
4

II
I
I
I
I

f I

I
I ?

® II
I

I
II
I

o

I
I

0 Ps 3` I
I I a
°
o?
I
I
I
I
?
I
o0 I
?
I I
? ci

?n Wo
?o
Um

I
I I ?_ I
I
I
I
I

I
I

I

I

? °

°

-

I
I

I

I
?

I

I

I °

0 I

I

I
I
T I
I
I
I
?I
I
I

o
9 13
00+££l VI 3HS 33S
S 3NI-1 HOIVYV
Io M
,VT 1,11'1 M N3100M T11
A``
00+L l 111S 0100+£S I VIS - ® • ' a N
'add00111Va 8
'Od N33d0 9NIHSI3 NIM 831VM „9 M31M
13SVHd '4 'ON 10181S10 83M3S ONV 831VM .000
? 0 m
m
y ?I
39W003003 HOJ NOISN31X3 MAAS 831VM •
•Q r.
w w

J03
VNIIOHVO H18ON A1Nf100 39V4003003
?? e
e ??
A
?3
u

g

m

?u
39104003003 AO A1Nf00 • • o v
9 11 3HS 33
00+Z9l I*V I I 3IIl IH31VP
II I
?I
II I
I o I
I ?
I I
II I
0
I °
I I
of ? I
I
II ? I
I I ° I
I I
II I
II a I
II I
II
I I
II I
II ?
II I
tl I
II
I I
I ? I
I
&I I I
°I I
I °
I o
I ? I
N II I
II .
II I
II ° I
I 1
?? I I I
?? II
m? II o I
?p I 1? I
I
I I
li 1
I o
0
II I
I I
a
I I
® II ? I
?? II
?? II I
I I
+
LillIII I
°
Q
??y c
II I
II I
gll ? I
°I I I
I
II I
I I
t a it
00-Lill VIS 3NIl HDIVYV
I ? I
?I Ia
I I
I ° I
° I
?i`IIa
I I
I I
I ? I
I I --
III I
I ° I
;? I I
I I
sill
I I

I
p I
, I
N
'
???SSS
l
I
o N?
i
l I I ??3A
t

o
-z 3NOZ
13NOZ -

13NOZ
Z 3NOZ
°
II o I all
g
N
? I I ?os
I ? I
II ? I
I
II I
II I
N I I I `)?
I I
II I
II
I§ I
I + I
II
I
II I
a
II I
x
I I
°
`o 0
? ? II I
I I
I °
I ? I
I I ? I
II
II I
I I
?I o
00+Z% 'VIS 3NIl HOIVY4
I ?I I
L 1HS U6P'S133HS\s?aayS\GGVO\p0VO\00 pu0 y0'619601 as0yd - P 3OPAI0 - Z3\9867 00 agw00a6p3\sa0al0Jd\:1
wd 91:90:77 600?191101
'41 i Y 0000.607
a76i00sp j1d•;7d•gja;qud
?ee o eZ 3 N n
y o '? N
OO+ddZ Yis Ol 00+LLt Vis Q p ?e i w
" 'OFD d001 11V4 NIVW 831VM ,.9 M3N "?'0 i
MlVdt'M0 N3100M 1H I
00
1
3SVHd 'b 'ON 101HISIO 83M3S 0NV 831VM • eis r
y
39W003003 dOd NOISN31X3 W31SAS 831VM ?Veei? ??Q= c m w g ml
lAi
VNI108VO Hi8ON A1NWO 39MODA909
SNOISIA38 3GV4003003 JO A1Nf100 %?•? ? • -b
ee
/ lil I ?/ 6 1I3HS 33S
3IVDS 0110N I OO+ZZZ 'ViS 3NIl H01VW
1 11
..Li x ..IT ??¦? OO+LOZ V1S 3NIl H%vm -\
9NIMY80 cinnua8
s`b o ,
9
0
r ?? + I o I
1I
o , ? I m O
1
1 Xg
n 1
1) °
m / S r o I I
o
I ,I 1
I ? ?_!?O Yr3? I ® I I
pO
Y O _
1 0 II 1
1 O I ? I N
I O I 1 I
+ I I
O
O
I I o $4 ? I
I I 1 ® 11 I
I 1 N? I
I I
N
o I
o ? II ? I
I I I
I I I I
M07?
1 ,I I
o I I ? 1
I I I I °
I I °
0 1
r? I I ?? I I II 1
i 6
? I I ?? I I ? I
i o ?y I I
I I IT
v $ol I 1 o I I e
0
?D I I 1 ` I
r I ? i it I
I o I ? I ? I
I I ? ? I °o
I $?, I
b
I I ? I Z I ? 1
0
i o I ;? ? 1 I I 1
v I ?.. I I I •°
°
I I m?
I ? 1 I I
I I
3? no I ?? ,? 1
?a I W I ?? 1 ?? I o
I I a ( sod
?p I I
o I ?p , I
--- ? m 1 I I $
bl _ I I °
°
? ? P I ,I I
? i I I
°° ? II 1
o I
0
10
I I \\ \ 1 1
I I ? \ $ II
\ \ I
m \
? \ \ II
I I \
I I ? I
Z 133HS 33
00+LLII V1S 3NIl I HOlVW O{?6\ \d \ ??- OO+LOZ 1t1S 3NI1 HO1VW
8 1HS U6P'S133HS\saaa4S\OOVO\OOVO\00 Pao VO'ub/sa01 a-qd - 410MMI0 - Z3\HB6Z 00 aq-0oa6P3\saoa/0jd\+1
Md s0-=90,071 600dls1101
V /;j 0000.601
a/6?oosp ?/d•?/d•g?a?uud
of ell
09+99Z V1S Ol 00+ZZZ Yls
'Oa d001 IIVO NIVW 831VM.9 M3N
l "J*'d110D N3100M Hl' +?. _E= N a
13SVHd 'V 'ON MUSK] H3M3S ONV H31VM ??. 0 m Y m
r". 30003903 HOd NOISN31X3 W31SAS 831VM g rnl
,? a • m w
SNOISIA38 VNIIOkfdO H1ki0N 39104003903 d0 A1Nf100 A1N1100 39W003'J03 ?s=+ °? ° ` o o
3' vos 0110~`3
.Ll x IT I ?- JNIMVfd(l dgDnflg? OS+ISZ V1S 3NIl H01VW
09+9£Z V IS 3NIl H. 11. a ,
f?l \2'?r \ ? o I
I o I
I I II I
I ^ ? i I
I
I I l i o I
it I o I
I
I o I ?I I
' I ?I I
II I
I II I
I o i $o l i ?? I
Ii ( I 1
I ?a I
o0
ZZ ??F=jj
2 I o
;? I I W I ?? I
I ?o
?y 0
O
Zn I
_ I I y? I
jK
I
WI I CO
I ° I I Zh
I I vZj I $
I I ?i 6?
id I o
I I ?
0
I Do I
I L I ? I a,?4 Ib
r.
I V' I O? I o \ N?
oN I >? '1>W? \\ tip!
I ? I I \
lo? o I I o I \
I i W I! I \
o,
I \
II ? I? ? \
II s I \
7AJO .0
I I O I \
I I I I
I ° I I I
O I
"XI?y?
i NS t
S I \
I I 8 ^?? \ I I I
?A \ \
jg5l ?a
2$11 E?
H N I ??p N^, \ ObA ? W I I
4 !4 I -i- \ \r\ cc
oZ \ \ >
°s
,3,oz I ---- - \ ?\ ??
\ - 4-1
I - ?
_-15
I ti ? v
O
v. O
>I I i sx9?'r ' \
OO+ZZZ '1V1SH3N33 H31VW 4g? // o ,y`?lb \1 \ $
Ol 133HS 33S
09+99Z 'V1S 3NIl HOJ
Y I
I
I I
I I
0
1 ? ? I
I$ N I
\ I I
I t
i I
0
° I
I `? I
I
I
I
?? I I I
?? I ! o I
II + I
- I
} $
o o
I
;I I
I
I
8 I
--- ld t I I
?, I 3 I
r ? I
.o
o I
m
1 ? I
I' I I
I? I I
I
rl o I
+
I' I
I. I
I, I + I
I I
I
I
I' I
I.I I
0
I? j I
I. I
.I
?I o l
Wp +
'I I
I
is I
li 1
ao ? I I I
I I
Ii a
I
>E? I I
o
I ? I
I ? 1
05+15Z V1S 3NIl H01VW
6 1HS U6P'9133HS\slaa4S\OOVO\O0VO\00 P- VO 'U6lsa(71 G-qd RIJAIG - Z3\996Z o0 agwo086P3\sa0a/0Jd\,1
Md LZ.*90+d1 6004/Silo!
'ui / 1) 0000'601
a16-0sp 71d•11d•sjapuud

00•LBt I I
I? I
-V1S 3NQ HO1VW

I I A

o m
N
I
m
?WWy
?N

II
I
I
I '
N
??
N
T

I
Ib
I
.
1: I
I
3? ? I
I o
I I\

. V Qy I

I `

:I (
I
I
I
i
:I ?r I
Eli
I
I
I
?g I:

? Lj
W

? L
I ? I
? . 1

1 2N
1
I
, I
1 o I ^ ??
Q
_ 1
? a
yN

I
LIP
I egg
1 ??N Nn
FO-
o
o
r 1 \ =ftz
0 7&
\\ \
?_ \
?? o® I N I
?? 1 W1 d
`. o
3' I
I +S
• I 1
I o .
oI
I
I 1
I o I
I ?
?6133HS 33S Ol'dW
05?99Z ? S?
4
OO+I l 'V1S 01 00+00 V1S • ?1 °. 3 o
'Oki N3380 H3WWf1S NIVW UR M .9 M3N ? ? = ?'?•. j ° " ? NI
'ON3 Ol 09+99Z 'V1S m O
'0b d001 11V0 NIVW HKVM.9 M3N N
13SVHd 'V 'ON MUSK] H3M3S ONV 831VM ??e a m N of ?-
39W003903 H03 NOISN31X3 W31SAS 831VM s tt aO? A? w m w
VN110HV3 H1HON kiNnOO 39YJ003903
38VY003003 30 A1Nf100 W. I
0
1.0
LON -----?
L I
(?(?Q?? LL 133HS 33S
0041 'V1S 3NIl H3.1VW
4o?S ??x3
3I X
I x
, I °o I X ??
1 _
??- / ? I ? ? p I IX
oo I
----
1 '7d
/
duo I
I
1
W ? ? I' I ? ? I II
m I / O g ri
? 1 I/b ?n I o
?Ll 0 1 //? I 3
I // I
I I U
'"3 ' I Z
or
I
I. o? X ?
i I P(' JO 'I?rJ,Sl M3
I ?
I1 v, I
,o
1 0 I „? I
Iz
I I ag
1 I ct -------
LLJ
A II
? o I I o? I
0
m
0o I \ ?? I ?.?rrM? ?60
u I°? X60
z? I
? I
Xt o
m l
l
' O I
O '
l: I
l ? I
'I
ll
bls 3NI?
l
l j I HO1bW
I>
\ w
\ UZ 1 ?--
Ol 1HS u6P'S133HS\s}9agS\GCV0\pOV0\00 P- VO'u6isa01 asoyd b RUISIO Z3\OGPe 00 aq-ooa6P3\s,oa(OMVI
Hd 40+L0+dl 600d191101
•w / Y 0000'601
alb-osp 11d•ald gja;qpd
.?A% K „dli,
I
I
00+9Z 'V1S 31NIl HO1VW
I
I
I
I °
I N
I
I
I
I
+ I
I
I ?
.IT X „TT
"0 03:
I
I o d
I <^
I I ;?
o II ??
-- V
$ $ Id °
A
Np ? ---
rCF?W
8
I
I o
+ q
1K11 .A '?3
I
° I
I°
I
------? Iov-S.E
ow? z
I
I
? I o X.
I r
Ilx
Aelltl
I ?
.a
0
0
I 8 F
y I Y
i' I Q
°
I °
I +
I ? o
I
I
I$ °
01 133HS 33S
-ii
0044 V1S 3NIl HOldn
I I 111!

+
'
+
'
•
® • ?• p , 3 o 0
' CV
00
94
V1S 0100
V1S
11
9 M3N
Oa N3380 83WWf1S NIVW 831VM • ¢
..
a W
d = T

13StlHd '6 'ON 101F,1S10 83M3S OM/ 831tlM
?Q•? ?• .
?
?•
Y
m
N TI r
30W003903 HOd NOISN31X3 W31SAS 831VM S
Q`
ow tt ? w m w g
VNI1014VO HiHON AMOO 3BW003003 /7 ° •
/ 3
o
30W0030M d0 A1Nf100 • • v ° 5
I 4--I I b
)4* V1S 3NIl H'
a?
I (?
I
8 I
I
°
W>
I
? I I
aD
I
o I
0
m I
\- n
I
II
I
0
I °
m? I
I
II
I
I°
I ;
+ I
I?
I
I. ?
I
I o ??
I
Z?
Flo
b?
°
I °
I 3
s
NQFF
?O
1 °
I
(I \
I \
00*9Z YiS 3Nil HO1VW \
s,m? AV Z1113
00+99 NIS 3H 11-
3NI 1
l HO1VP1
\
I
I

I i

I
\ bl T
b? b
7d \
S I I \`\
I
o
I
b
?pOJ
n b\\
iGS1
\ \
I '?OIroS,S!'?3
\

b\???A ?? I N ? I
' zM
I
I °
o
I
I
A?
??I a
I I
?gg I
F^t ° I I
3? I ? i I
d I
sod I I
p
I
I -o
b 3 I
I ? Ib
I
I
S? I
I
Z I
o
Po I
I
'i
? Q I
I
l o
PCU
Q I
I
I
I
? I
I
? I
I
t1
\
b
I b \
to \ `\
Q I
Cy8xR?7 I _??_
I aJo
° I N r
? I
I ?
Lt Vl 3NI H0P
I F,
U 1HS ubpS133HS\s;99yS\OOVO\OOVO\00 puo Vo u61sa0i a-qd - 6 #ptjp5ia - Z3\886d o0 agwooa6p3\sjoa0id\:1
Hd di:LO:el 60OU91101
V / ;:l 0000'601
a16-osp ;ld';Id•gja;uud

00+L'tl1S0100+0' tl1S \ ?e•
® V °•• /
01, o

"

N

I
H1dON 99? Sn NIM 831V M •ZL M3N d? •
' N Q
ON3 0100+99 'V1 S ??; •? 1r m a w

l
fl'ddV'JO?N3100MTN1 '08 )13380 d3WWf1S NIVW d 31VM,9 M3N '

?Q•?

=S

a g '
N
, 13StlHd 'b 'ON 101H1SI0 H3M
3BW003903 HOd NOISN31X3 3S ONV H31VM
W31SAS d3iVM .
?e?•fA
?? ..
we
°®
W
m
o y N T
a
vNII0 HV3 H1HON A1Nn03 38W003003 ?? o • ?e° w g C
SNOISIA3H AA 38W003903 d0 A1 N(100 y
ev a a n o
ooil
00 00 r- N co
-
N
IvDs of
a

NIMVb-0 giDna
£
133HS
3S
I I OO+L 1S 3NIl HOIVW
0
+
n
\ £L 1
OO+L •V1 33HS 33S
S 3Nil H31dP4

a' I '
I
I I ? o

\ /
I I I
r - ... ..-.....

/ N a I •Fy ? ? / I fi

\ /
/ K
? +
? 1 W
I f? WqW
?7N /
I ?
I
I , WW
qqK
rt
K

/
ZONE 2 I ? ? ,
/ ZONE 1

M07 -y
ZONE 1

7.0w Z I
II

° -

d?-i
/ /7
?
III I
a
?NN
/
?_
/ ? ` n?yy gg
?D3 F.,
o I SF ? ?
I

I
x I g
/ 8 LL
a 01 0+0 = O+S d0
'?--- ;
.

'?
I i
i
}3 1 ll
t
.
/ + o o+ d03
• I ?? a ?a
I p3 I dZi ---- - ---- --- -- -
° >?•
p
?
b --- -------- ---- --- --- --- - -------
I I

3

I I? I I
--
- ----
-- --
- -
I
p

s I

- .'

I I
I ? I

I :
7d
I
I
.

I
lid
I ?} I
° ?g I -- - - ------ -- --------
+4
I
• ---- -

ul ------- ----

I
° I `? I I
I
II
i
I

---

-
I r
{{

3 --- -- ------ -------- ----
11 43 3HS 33S ? I I
00+99 YI S 3N ?
Il HO1dW
0
00
III 0
0 0
0 n

M 1HS u6P•S133HS\9;8OYS\OOVO\OOVO\00 P- VO •ub/Sa01 Q-qd - 4;gUISIO - Z3\996,7 00 agw00a6P3\S;0a/0Jd\+1
Wd 91+90:,71 600,71Sl/O!
•q/ / 7J 0000'601
a16-osp ;/d•;/d•gja;uud
),'Aydt"M N3100M 11fl
SNOISIA3H
??d?5 Ol ON COi m 0000 ^ n
„LT X „ij
JNIM Zia 37 (033
- --
00 lZ 1S Nil HO W e
004Z V1S 3NIl HOldW ?' . . . . . . . . .. . ... . . . . . .
t
I
I ?
® Y
Icy
I m j
I ?
IV ---
I b
I ?
I ?
o ? I
0
I
r
I
I
I
3 I
I ° ? 1
I o
oZ I I
I C)
I ?-
I
? I
1
°0
+ I
I
1 ? 1 Of?3
I
I
I
°
I °
I
I
I
I
I
0
I
I ?.
I +
1
I
I
o
I
I
I
I
°
UU33HS 33S
00+1V1S 3N1-1IH31dW
I
I 1
I
r1 1HS
00+56 ViS 0100+L •Vis `_
HiHON 85Z sn NPdW 831VM.Zl
' j
13SVHd
v 'ON 101131S10 83M3S (INV H31VM •
?
39W003003 HOd NOISN31X3 W31SAS 831VM ?
al
H1k10N A1M100 3BW003003
38W003003 d0 A1Nf100
A? I
I W
rrl??i.
or M, x
w co
s= Y > g rn MI T
' w ° w to
0 co 00 t- r*1
1 %
------------- --- --- ----
% 33HS 3 S
00*9£ 1S Nll HOOM B
1 :I
I
I
I
I ?
1 r
W

ow

a

I

`
I - -
?
o I I s

---- -- -- --- - -- ----
----
- -
I
?!f!
- -- ----- --- ---

?
I
-
-
I o
Id' I 8
o I:

I

s.;t-y o
.9
I
I 1 8
\

I

I -

f-
1 -

-

:
i I -- ----
? p? I I I $

I ?. -------- -- ---- --- ---- ---

- ?
I

I I 8

I
I 0
?
O
\

2
I
O
Q
I o
° ?

I
I

oN I 1

I

I
a
-
-
----

I
o
Y
I
°
I <
o
Q
I
I 1
?
1
I I
I
I
I :

I 8
I

o I -

I
I i
?I
I
I I
8
?
I ° I -- ----

I
I I --------
Y
4 00 tZ V1S Nll: HO W

.. • ......
0 *•? V1S 3NIl HO1dW

I I I 01
0 co 00 ? J
u6p•S133HS\slaayS\OOb'0\OOb0\00 P- V0 'u6isa01 asoyd 6 RUISI0 - Z3\BBra 00 aq-00a6P3\s4oaf0idV1
Wd 15:80--a1 6006191101
,W / #J 0000.601
a16Jo.osp j1d-;1d•9ja;u1jd
.s
00+£9 ViS 0i 00+9£ 'V1S N
HiHON 893 sn NIVW 83iVM »31 m o o
E
139VHd '4 'ON 101H1S10 H3M3S 0NV 831VM
39W003903 HOd NOISN31X3 MAAS H31VM a ?? ® o m $
v w
dNllOklYO H1kfON .11.Nf100 39W003003
39VY003003 20 A1Nnoo
I

\, 1
I I
?
4. ?
I
°
I
1
lie
1
1
I
I
I

I
I
O g
a
°
??
I
I
1
I
I
I

I
I
I I
o I
? I
r
I
I

°
° I

I

I I
: i I
I
I?
I
£1
0 i+S£ b133HS 33S
1 S 3NIl H01VW
I ? II I
? ?ll I
J?
r? g o
\ Alb
1 I91
*1 1HS
0? to 0 to 0
0) co 00
?- 91 133HS 33S
00+£9 V1S 3NI-I HOiVP1
---------------- ------ ----
a
S1 : i33 S 3
la 00 £9 1S NlI H? W s
--- ------.-- - - -- -
I I 3?
I Q I zn 8
CZ,
° O - - -- - - - - - --
I
8 I ? ? 8
a ? I
I r
---------------- ----
Z I
? I
°
1 N I
°
8 N Q I? g
I ?
I I
1
I a I ?
------------
1 N11 H?1dW
1 ` pp.88 b ls? 3 i1 1 i I 8
00+BS b1S 3NIl
HO1VW
I
I I ? ,
s s
I I
I ? I I n
-- --
1
I I ?
I ? I I ?
I - I ? 8
I I
1 ° I I I - 8
I ? 1
N -
1 1
O C?. I
1 1 W
I I :
8 ? I g
-- -------- ------
3 0 ?
v
ti I ?? I I
IN
3 I??
s 1
°2 x - -- -- -
o a x
I ? ? II I '
W _ .. ..{.- ... -..
O
Y I
I Z 1 Y
1 O 1
I ° O I - i -
I N~ I ? - I
- --- -- --------
I =J
I g
00
8 __ I I f 3 8
I ° I
I
o I
I ? 1
I I I
-' .-. i--..... ....
------------
$ ? I Y
00+6* iS'3N1 HO1VW
00+6* V1S 3NI-I HO1VV4
I I O0i 00Lo 0
0 co n r-
u6P'S133HS\19;884S\O0VO\OOVO\00 P- V0 •u6isa0I 0s04d - 6 RIJ#s!0 - Z3\99tia 00 8q-0o86P3\sa0a/0Jd\:1
Rd 9r:60:a 60OU91101
.1'I /;J 0000'601
916-0sp Hd•;1d•gjajwjd
ANV&J00N3100MHH1
SNOISIAM
91VDS Ol ION
,./-I X ,.TT
JNI tf2i D I b
I i I
I I
I I I ?
004LL 'V1S 3NIl HOIVYV
li .0j
q I ? u
I I ?
I Io
iI1.9
?
I I
I
I I I ..u ,.o
I
U prl ? I ° ...1 „a
it N
RI a yy''I ,",g /A1
?t7??p7.SZ '/3
II
I I o M•1 ,.a
I ••u .a
I I $ o
I I I
I I b \?
I I
3 I I \??
I o? ?
I I ~
? a I I
I
I I U I I $S
I o_
I ? N I
I
I yak
DMJ .f I >
XI 'N+9,tt ' y?
i' ?MJ .,1Z iFp..
I ?A
to
7xi-olno Q N? >
N
A10 !-4
o
I
I
I ?
I o
I ?
I?
I
I
I
I
I
I I
I
I
a
OOF£$ V S 3 33H??VW
I I I
i
/ 3¢ o w 8 a, N
G N3 Ol 00+£9 'V1S ,r • X11 • ° " ¢
HiHON 95Z sn NIVW HRVM.Zt E5 g
13SVHd 'b 'ON MUSK] H3M3S OW d31tlM w.
38W003903 8W NOISN31X3 W31SAS b31tlM ? ??? ???®.? o m o ? ?I T
y p_ 3 a
VNIIOHVO H1HON A1NWO 39W0omm
_39W093J03 d0 A1N1100 S2

- - -- ---- -! --- -- -- - -----
I
I .:

I N?
it
I
I
A

I : ... . .... .......

-- - -------- ---- --

ro .'r
I

I

I

I
I
I
I
I
I

0) 00 M) 1` I,-

91 1HS
fif ilA
to 01 In 01 to
r- co to LO
------------------ ----- --------------

--- --- -------
Y
$
--- ---------

l /
\? I
F
N ? 1
I '
I ' o
? I g
I ?
I
' I
0
I i±
?r I I O
O
?I
I
I c
I ,.
I?
g?
bib
W
.h

--- -------- -- - ---

------
$
---
?
I ?

1 :
I ?
---- ----: -- -- -.
$

-
I
s

m J

l

$
I o

;
- -- -- ------- --

g

$

-- -
r.
I
I
:---
I -:-- ----:
$
00•'LL 1S 3NIl H31YV4
$1 ° 1?I III -°1 ••1 f? O 10O in
I ^ 1_ co
Y/
u6P'S133HS\s;aa4S\OOV3\OOVO\00 Puo V,0 •u6isa01 amid b;o!j;si0 - Z3\886.1 o0 agwooabp3\s;oa/ojd\+1
Hd 01+01.,.11 600.1/91/01
'ui / ;/ 0000'601
a16-osp ;/d•;1d'gj9;uud
.PJ`'dVVO 0 N3100M d; J I,
AA
JNIAAV'dG C]3Dnag2!
OO+-n V1S 3NIl HDIVW
?I I ,1
I 3?
I
j7d
I ?' I
I II
I I?
I II
71 I
I ± ?I
I
I I
I ° II
I °
I 11
I }
I II ¢?
I II
I II
I I
°
I }
I II
I 3 II ?Y
I ? 1 ?m
I ? I
I ? II
i ?I
+o
I II W
I ,j I I ?n
i
I °Q I I
I °Y I)
J II
I ? I
i +
I II
I II
I II
0
I
II
?I
I I
I ° ?I x
I ? II ? F ?
I I I > <
?? I III g? ??
n ° qb o
I n ??
a N Ww
?? ?? CI I \ta/J'
d ?, / ?nRM Rp.
?I7j BoP Stl +00 p0 ???
i
.1?.Z-?
I I
'ON3 0100+00'V1S ; R
'Oa NomlIH NIVW d31VM.9 ?aftF
•
13SVHd
b 'ON 10181S10 H3M3S ONV H31VM •
39WO03903 8W NOISN31X3 W31SAS 831VM
HILTON kLNnOO 3BW003003
39W003003 d0 A1Nf100
\\ / Op
N
b '09.?Z b1S /
m
/ ry
/ e.os
1 ga?& l??'
/ yy
I I y,
I ° I
a o
?b I
I } I c`:
\\\ I I I Io
I
I? \
\
I ? I
I ?
F?l
I tl' I I
a
I a? I
I ?Y I
II ?
I II
I I Ny
° I?
?? I II ti??
?? I I
L 1 0+ 1 J.ISI3
I mV ? .a
'
e_lj 00•*l V1S 3NIl HOIVYV
I l I?

0 M_: • ? o ? ? m C N
a
s g N col r
•
o•® o r w
®°
r
S
I
I
I
u Gl'9t+££ = D+S d03
3
?I
I
I
I ? II
I Cl
I O I ? ?\
I p l I ? \
h \ F1
N I I
I Q I c&
°o} Y I E I
E?
2S I I C4
$ IN YI ?
A °
I I I
11 I ?f
p? ? I I I
o? I a6 .f _---_
I v.NS .e
09+LZ V1S 3NIl H%VW
I II
+ I • •[iM 3
I
I .ea.fa
1
91 1HS u6P'S133HS\s?aa4S\GGVD\CGVO\00 Pu0 y0 •u6isa0G 0s0yd _ 14WAI0 - Z3\8862 00 agw0096P3\sa08/0Jd\:1
Hd 96:01:Zl 600,710101
V i Y 0000'60/
a/6-0sp ;/d•j/d•g-ja?qud
b _
AiT'(44'400 N3100M 1141
SNOISIA3H
kiII' L Q

II
I I
i?
1
I'
I
I'
I I
I 1
I I °g
I
II I' ? ? ?

?? om
?N sss
2 /
1 a ; i I
H
IN
a?9
00+L£ 'V1S 0100+00 'V1S
'ad WdVJ NIH01nD NroW 831VM ..8
13SVHd '4 'ON 101HIS10 83M3S (INV 831VM
39W003903 HOd N01SN31X3 W31SAS 831VM
HMON A1Nf100 39W003003 1 1-4
>tq I ? I I
I
® 09+ZZ 'V1S 3NI-1 HD1VW
?? a l a
?? ? ° I I I
I
*074-
e
II
Ni
° II
\ 11 ?? I
1 '
I I e f ? I
I \\I I I
? o \I
?gIII I ? ? / / / T
1 I f ' E I I I' 1
II l
II
1 Z?•S Di f I 1I / l1 /
dft,
?,? I 1 I ?I I I
..z- ? I I I I I I
?i ? II II ??
i 1
ti Mu .a o I I I I? I I
I ° ( I
I ? I
o ?
'' ? ? I I I I
I 1 I I I I I
g I
11 I lel? I?I?I
I
I I I I I
II
I ? I I1 ? ?
09+6 l'V1S 3NI1 1401 W I III I I
,/! ? ? I II I I
,?? I I I I I
? II
? \ I
7/,V 00+9

P
? w
• Y m
8t 133HS 33S
)+L£ V1S 3NI1 HDIV
I?
I' 1
?1 1
?I T
1
0
j I
1
°
I I
1 I
% I
z 1
I I o° I
11 ? I
a
V ' I 0 '
=ig
Irlo
O N
I
>E
> 1i ° I
+ /
n II °
10
1 1 ? I
II
1 0 1 ??
' II 1
? I o I s
col 1
zx?
4) 3 I
/ I O H
" I I
" II I ?ts I
$ Ell
i
® ? NN
I ?? I
I I
I ?
°? II
II I I
Z 'V1S 3NI1 HD1VW I I
I ° 1

6.7
NN
?00
I" !tie
I ?? I ??;rw
Ll 1HS u6P'S133HS\s0a4S\00V0\OOV0\00 P- VO•u6Is901 0s04d - b #qu7si0 - Z3\89bd 00 agw00a6P3\s10a/0jd\-1
wd 91:11:zi 60OZ191101
'41 / Y 0000'601
a/6-ssp )jd•}/d•gje;uud
J,NVdI'J00 N3100M 341
t
3
\ /\I, I I l ..IT X Ol i
\ \ T „TT
\ OO+ZS YlS 3NIl HOlV IM?? anna.
I \\
r ° 1r\ \
+
1
I \
I \
0
I
I
1
O I
O
f
w1 .M I
.. 1
.W.0 0 1
M/1 •. ? I
I
J I
o I
Sao .a 1 0
+ 1
(I '
1 1
,ao ,a a 1
O I
+
I
°
I
dW
O? I
I. I
° I
°I
f ? I
a l
I:I
I P I
I
0
°
1 A I
f
f
OO'L0? 3N 3
1V?y
00+Lg V1S Ol 00+L£ 'V1S
'08 WdVJ NIH6160 NIVW EiR R
13SVHd '6 'ON 101t11SIO 83M3S ONV 831VM
3940039(13 HOd NOISN31X3 431SAS H31VM
NIOHVO HLNON A1W10O
384003003 d0 AiNf)00
I? I I I
I
i?
? I
to
I

? I
?s r I s
I I 1 a &3
I 1 I
I ?, O
I N
I I.
I
I
I I ?? I
o
I'
I I II I
1
i
I i I
I 'X17n{'1 ,Of' 3 1 1
I I V! '
I ' 1
II I °
1
°
11 I
i I
1 1 1
1
II \
I '
°
i I
i '
of
I
? I I
1
,? NI
o I
1
01
\ ?\
r
';III I I
81 1HS - u6P'S133HS\s7ae4S\OOV9\OOV0\00 P- VO 'u6lsap 1 O-qd - b ;0UMIG - Z3\89*0 00 G9-00a6P3\s;0a/0Jd\:l
Wd eti:11:Z1 600x191101
'q/ i Y 0000.601
alb-0sp ;/d•;1d•gje;uud
n
i
w cc
,' Z; S w g ° 00
All!
31r:)5 Ol ION
I'll x I.

I?
I
09+96 V
1S I
3NII HDlr
?I Ia

I

I

I °

° I

I
I

I
I
I

I

I

I
I

°

°
I
I

I
1
°
I I 3?
I I ?$
W
I
o
? I
I
I
o
0
I
i

I
I
I
I

I im

°

° I
I
I
I
I

\
I
I
I m

0
° I
I

I
\ I
I I
\

i I
I 07?

II
S3 ?
> I

II I
I
o I

II
+
I
I

I¢
I
II

II
I I o.

m
i
I

I
I
II
I

II
I I

I
I
3
o a
9t 13 3HS 33S
0049 'V1S 3114Il H31VW
11 II 1 1
61 1HS

/.,I•.lt1dL",107 N3100M
Ali

05+42 t V1S 0100+ 49 'V1S
Od W1JV3 NIH0160 NIVW Fi31VM..8 s? ?? s S
•
Z
a o
vI
1 39VHd ", 'ON 101N1S10 83M39 (INV d31VM ?
eo • ?•
' ?
®• s Y y rn T
3EW0030O3 HOJ NOISN31X3 MAAS 831VM ? ?.
?
?
p m W g
VNIIOHVD HISON uNnOD 39VJ003009
-,?®y ?•
00
! s
5?
;
_
fu
39W003J03 d0 AlNf100 s • o u
J ? 11
.11 -7, 1
f ° I
I.
9t 133HS 33S
09+*Zt 'V1S 3NII HD1VY4
I I
ggI I / /
*'oz
N Mp'1? / //
t .4OZ I j
I
z ?vo? I
?\ \ ED
0
\ N y
Igg
Es? 1 ?
°
' WN
I N N
I ?00
0
? I
I• I
I'
I• I
i
I
I I
l 'o
I I
I
I
. I
I
I
° I
3
?? I I
o? I
?I in I °o
+ I
I ? I
S
I
I ° I
I o
I
I I
I
° I
°
I I
o? I I .-
?? s I
0
I I \\?
)y ® \
? I \
N?
II
I
? I
? II I
o II
I
o I
I
it I
I °
& ° I
sl'? I 65 I
II °
II ° I
I °
0;
I
?I I I
?j °
°
o I
I
II I
I °
?? II o
I
I
° I
I
I ° I
a
I
I I
I °
° I
o
I I
I
° I
I ° I
°
p? I I
F ^. I I
3? I
v
d? o
m? I
I
I
I ° I
I o
I
I I
I
° I
I ° I
I
I
I I
I °
I
09* 6 -V-LS 31411 HJIVR
I
-----? ° I
I \\
I
u6P'S133HS\s;aa4S\O0Vo\O0b'o\oo Pu0 yo •u6isa0I as04d 6 RlJV V0 - Z3\88Yd 00 9q-00a6P3\s;oa/0id\:1
Hd 61:at:zt 600alg[lol
'41 / ;:) 0000601
alb-i00sp ;ld•;Id•gia;uud

3-lVDS 0110N
,.LT X „TT
`JNI AV80 ClgDna32I
a$
\ 3 ?J
X\I Y,\ OWN
LL
0
S
d
? ?W IV ..N O
i
•
m?

I

t

R ? ? rti
?S N i / ?te?__ OJ6.
1
;o I
U°+ 1
I? I I
I

F$
?n
1: I
3 O
o ?
o
IKI1 ?t
6l 133HS 33S
09•*Zl V1S 3NIl HO1VM
0
I
09+9Z b1S 0100+00 'd1S
9
800V NIdW 831VM
'
I ®
i
0 ?
1f ii °
`?
.
Ob I
IH N
' .?
y
•
a
`
ON301N+tiZI
b1S
'OH VidVJ NIHOl(10 NIVW 831VM,9 •a
;Q
Ea m g
Q
13SVHd 'V 'ON 10181S10 H3M3S ONV 1331VM .40 •
$ y oI N
N
39104003003 HOd NOISN31X3 V131SAS H31VM i e a? ?` w m w
VNIl0HV0 H1HON AMOO 391V003903
dd
??
391040039C13 d0 A1Nf100 ?
• o o o

II
I? ?I
00•Zl •V1S 3NIl H01YI4
h
? al
, I ?1slMa
, I b&
o II
1 0
II o 1
II ? 11 ?
? o
1I I
I II
3 11
II o
I?
g
?.. I
41
1 1 h • .?• .a f?
I 1 J I ,
II
I .
II ? I
? II Y I vu
0 1
N
a
A? ,? 1 1
xl '
I S? > 0 11
o I _.-
I ,
?I
1
i
SOSI ?S •021
1
I
I
I
I?
1
1
I

I?
I
I
C?
3
II ti
ill
0ji oo , II B
® 1 s
N?2 d O
it I
, II
$? I I I
- 7d I
I I N, i ?
_ I I o I =
'?71s(M3 0 ??
W
,y O
' r
II o ti ?
Q
o °C
/
I II
ED
I Ny
ZOO
i o 17s1'?
'?I 1 I'1?sf'"? •?c+
?I I Ia
, o
00*Zl'V1S 3NIl HO1VW
OZ 1HS u6P S133HS\s7aa4S\00V0\OOVO\00 Pun V0 •UAISa01 a-qd - y Ri4sr0 - 73\88b.1 00 agwosa6P3\Sa0af0-Jd\--l
Hd *9+.11+311 600.110101
'q/ / Y 0000'601
a16-Dsp a1d•a1d•g-auljd

1 "VdVdO3 N3100M -]Hl
R•
SNOISIA3H
LT X ..TT
I I I I JNIMMI (nDncgd
A
00-It V1S 3NIl 0 VW
oy I I yy??
I ?7N I ?N
I
I I I o
I
I
I-
\ I , ..
"? l I I mwws .,9 ----
?r \\ \ I I
\ \ II 1 1
\ I I

4N
104+92 'V1S
• '?_ ???
10
O
t?7
j
N
3 0 'Y a
Od IIIH N800V NIVW 831VM ..9 ?? pl w o o r
13SVHd '4 'ON 10181910 83M3S ONV d31VM
39WO03003 HOd NOISN31X3 W31SAS IA31VM ?? ?? ®: m

- y m g n I N
VNI10HV0 H1HON A1Nf100 39W003003 ?? •
??:i 3 x 'Uk w
39W0030(13 d0 A1Nf100 • o o y
f, - Tv

3 ,
J
14,4
} ZyZy>?
3 1„
gg ? v1 ?> A
OP
sf?
lI I
1 I I
I I I ?N
k I II
a ` 55 I

' .MU.W 'r3 1
CL
_

'' >
o„
N / N

~ / ZiSOJ I I I ?--
_----? I I; I II ? ?I
I I I ? I I M

I t DMJ ..8
n
T' J
J
" I
I ? ????? ?
I
Any „a ?
I
I,
I•
I I:
I• $
>
2
f° I v.
I I'
I I ?
I J
11 °oZi
I
I
I
?!d sir
I v ? --
I
Ihg ?_

I
?I I I I?
OZ 133HS 33S
09+9Z Y1S 3NIl H01VW
° I
II T lib
J
I
II Q II
II
I
II ° I?
II ° I
? II
I I ?I
I o I
II Q II
li € I
II?
I II x
II
I I I xk
(I o
I +° I
II v? II
N
E
E
b?
?s
f?
4 ty
? Y
n3
Y
a 1HS u6P'S133HS\s;aayS\OONO\OObO\00 P- VO 'u6isa01 as0yd - P RIJ7s!0 - Z3\99pe 00 agw00a6P3\s;0al0jd\--1
Hd sZ: Pel 600iisii0i
V / 7s 0000'601
9;6-0sp ;1d•;1d•gja;uud
I I C,
I
PPfd"W',) N9100M 14t
Al"t
91VDS Ol ION
..LT X .ITT
DNIMV'dC] anna328
11V130 ONV N01103S'SW1d'NV1d 311S ZFc
lim 3A1VA JNI0f103838nSS38d

13SVHd 'v 'ON 101F11S10 d3M3S OW H31VM
39W003?J03 801 NOISN31X3 W31SAS 831VM
H180N A1Nf100 3M009003
39W003003 JO A1Nf100 i
m F
? y Yy
S

J
8 R
gt1F
I?
s
?
1
LL y?r 1.1 N 3
I
ss
,
? S tye
NaaQ
W

+ LL1
0

g
L U
dg 3Z
Mz II K
- C)
-,
?
8
I
SRI ?

? I
U
of
/I
l (fll
l 1'111
/
J
U?
J
aWa
_ O
00>W
WOD
Oaw
ZZfn
Quo
ZW'
Q
r--3o
w
z
J
U
z
? •C
'} v
X
W '
O 4 3
'r- - - - - - - _ _ - Z cx
\ \
- I Z
II - -- `\ I I I I I J
? I
Il/r ?? - I ' ' I 3 0
p Q N
S 4i ?Cj
1111 `.?\ \ O^h I o _
\ \ \ ?y nniri J C9
3 m v
9-.9t w W
I Z W w
W, Ex
f v
O
41 zwo. Y.. aow
unl `v v t o A vo_ ° w
111,9/11.- ` ,LL. og V ?Uv _?? V) ZZU
?lll,7/lul \? `\ ` \ l0 W
Q
W
gl,lll ` ` ry?ry ` I o Ix m
p 1/rl `vi v 41q"1 / 1/ 1 / IX? 2wd a.
rd v \ v ooh 210 /13?V 91 IN 3?
Z> M(n
9/ /' \ \ S ?h? I l l l xw
Illlll lIl v v, ' v s ? / ? 2WW I ? / I 1 ? O?
(1111 it \ l/ UI 1 I I I I NN
1/!l ?l \? ? I/I l I I
'l1 ;1 ? ? l i/ i (l ? ? l l! lI ^. 1 1 1 1 I
l I llllllll 05 /' /' ? ? 1 Il 1
Illlll / / / / 1 ??
n9u `/ / i J
?/ ? N
//
3
Z 'Z, w
g / z
_-4
a
7`
3
w
z
I
I
i9 I
I P 1

1 o
mN?
a

1 h Ilzwd ?
w

1 \\ ? 1\ U
1
IL
1 ?
\ W
\ Z
1 11 \ \
1 \
1
1 \
1 ? \
\
1
i
v
0
ez?
i
W
Qb?
?~r
X?
J
Sj
Yff?
o I
z
W
us u
a.
19 S
a?
h
40
b
A;
r Id11i
?D
r?

m
?' S 0 ? ? ? 2 NI
W N
N
• g N NI
U
J
N
FF y
Eli
a
g u
a
O W
7
1
` W S
F Q Jry
u IS
e ?
r
so
J
1.0
?Wr
W `
05
I
19
RWV W
LLLL PR.
I v
i
t ?S
ut
W "
v

N00'917nVA AYd .7.7-0 133HS\AA8d\OOb'0\OOb'0\00 puo V9 •u6/saO1 asogd - 6 ppis/0 - Z3\886.7 00 aq-oa6p3\s;oa/ojd\:1
M l6:Lg:[l 600.7191101
'U/ /, 000.7'.7
al6joosp lld'#ld•gjajuud
I?/1/
SNOISIA3H
I o L
U p --
NIW A
qU
u o3¢
3
?.uw
- z w
? r w
d

a owwn

v
jm
U ° ? s

U
r °
< nw
O>
M3n00
NIW .0'.C
_
U =2
°S
3y
w
w;
ow ? ww
w
a
m F.I-u Fr
0
s
°
a

¢
U M3 OD
NIW.0-

o ?
¢ L
J
o s w¢ W
_ iLL w -
od !]
° - zF ma
ym p; zuu wQ ;wp
aw ow __ aw ?a W
'e mm
u V ' w°rc
3 u J
oQ °uc
wocW
zN U
W s lfz? ° _ 1 .1 z
u
-ID
o a % =w?
a pw_ g
1z I 1z 0> LL
a _ = w 0
sz m
<? J
w 6 a J c¢)
p m u ° °, g? I Q 0
p R fLLp Fup ° ? a
O'Kp a F
w tia j° u ap Z 0
a ya _?z a -?z¢ p - Z
z N
V,NdN10'N3100M ?H 1_
31VD5 01 ION
„LI X ..IT
NIM`d G 43:)ng3
I Q
Z0
o W
wm I WZ
Q U)
:o < UW
w Cl:
WU
°wm F-W
0, Wa
m FL
?z c)
z ° Zcr
w wm
<ue'z UO
wF
ww? ? ?{
U UQ W
O O w i
SWIM W8300
1 3SVHd '4 'ON MUM H3M3S ONV 831VM
30003003 HOd NOISN31X3 W31SAS H31VM
H1HON A1Nl100
39WO03903 d0 AiNnoo
pz
° Y -
?w mp _
IV- am
;mLL .a?? FfQ dFi
uQm _ _
¢U°s
¢O?U
o=
L--[ 4-x
3
J u
¢ U
N r
0 o a
Z ~ w
x
I02? a Si°
uX??
m?
m,xx-
sirw
a3
r p? H3n°O
< NIW .0 :I
m pLL
X>
U; u;
o=w ??.
?p
rvUW ?
o
o
o `a
a o
O
m
0
< a
o _
0
J
W
0
;o lr
S - WD Q
J u?
LLJ
_ m? tr
p
°Z W
J? U
° w
icc
RQ U7
°w U
m Ui Z
Y owe W
m o CC
_ woo=
ai °6a;
j
zO
?j; z
0
wow °m
mz`
LL¢w °
° m
ow? w
af= wa
?- o
mm ??w
R.
N=<
oof o?y
<Wmo „I,
dww a;w
??wy I _a
w?LL aow
°wm V
Z.-
J
a
W
0
a w <N

; m U
u o
I
i °
Z
2
LLJ
Q 6 r _
w Z
f ¢ F 0
a m °w
_ a wo
a W w W r
C o a g 0
o Ia U
a ?? Z
ro
yx
o
u a (n
I F i°
° of 3p u W
a-
=_
o
a ?
w
N
o
pz ° wm
z
W
o
°m m ?a zo

<
a J
J
Q

oa a
w
e
_ u °z m<
IY
- rd Q
?z mo N as p om
0 lL
J
W
C
W
w Z
W a
m w0
zo wm s o 0;-
1. z
z
ao w< o
pmmm ?> x _ up wozPCri °
m maa?j mm ° ?; aati°d n
_ LL o °
z m Y m ° -
m m ?
Owa ? wm
l 31ON 33S H1d301N101
°mw
?°< K3
°i <
ape
m _ o a o
Q Q Q Q Q Q Q
?A
K K K
<pp
a
pia z1.
IS
m;¢
b
r
q,
>
i
Es O
jaf 3
w °
o mm °a
opLLu i
ON?? ?1 J
m2 O
w Iw
'oa3F ?p
?QO m
mp?LL r df
'<waa ?o mo
m No an
<N?= oz ym
a
o¢c QN
O pr
;
°w O
Y <
'<;° ?< rvrv
<
az
w
J
O
0
Z
;0
dOW
m z
a
CY)
1? O• o y m N NI N
a?

z
J
Q
W
0
W
cc
0
m
Z
Q
W
Q
W
Z
.11. At
a Cn
o _
0 0
mo
C o
n 0
mpg u ' z s
w w< ?
IUT U Jm o 07
OW °
w
°Om, o w? r
rdm x oW
rai o r u
o
n¢; m ua 3
0
?o -
yo
w
m m w
z< Q
wF w 3 eo
r ~
I
O. 32

<ma op 0

U

U

d
<
x Z

Z

a0 mi ?O °
m? m r uQ
X
<
m m W _

IZ Q
-w
w
pp
gf p<aH p _i p
LLJ
p rvv paW Za -z u
3 CC <Fm =_ ?? m IO W
p0 Of.. w mFJ
ai mz wa a
r a
JLL
m
"" zw <X °?i
' /Q?a
<w oo ,o o w:
s<1.
=r
?g
?
o a
?a
o
?
wm
° z
LLo
- zp °u °m -OO °uz
°az w °wi m me'w' uiu

F
_ x m¢ Y a 2 ?
w ? Wm
_ ?-
rr¢ p° mN Z m
OK 2 mi° ¢p °U
ZI rv n v m m
o
o W
s 0

? K Q
0
m
J ?
y a Cn
O U
r

i U
Q
w
J ¢
Q
„ U N
o
J

W
p 0
0
Z

I o
aN
m ? ,
< <
Y
mm
i3 F

o mxp
C°<
;Q mw
m
-
w ° Owl

m
Wx
-
a oz
im
a
Y
Sri
o

e o :

w
?
m sz°az

ro
mom °

_
c
e n R

_ _

o '
w
Nm
o¢ r
m
° z °rcwm
yWy3

o
w

C'?
Q
QQ Q

Q
o z YO

r
_ W N LL; I
° Q
QQQQQQQ 0 ow.w
io 3wwx
°
'sue e?z~
J ?
Q
w°
¢Q
pY0
S;Q
r >? wmz=
?z woiz?
'a
Nm w" =;W?w
oz Fomo<o
<N 5m iCrmp
_` OGO ;O aCOON
KY < Wr Q W Ow ry Z06,2
0 ? wf Ou pOV
_; r U'mJrm
J
I'-
W
(]
J
0
H
Z
0
U
U_
LL
LL
w
U
vl
O
F
0
Z
IDJGUGO UbP'S133HS-71>130\SIO&gS\OOVO\O0VO\00 P- VO 'u6tsa01 0-Yd _ y 30N;510 - Z3\99*.' DO aq-0a6P3\S?0a0ld\:1
Md 6141:el 600a19110i
Y 00037W
816lD0sP ;1d•j1d•g-e qud

SNOISIA38
°2°
w
I 1 3
1 •' 1
_ I
°a 11 Oj 11 -
m ? ! I =
1 1
I
1 I
xw I ES I
zs
F¢ P.,
3
8.s
r
r
0

SlIV130 IV83N30
M,?d NIO.1 N3100M IN1
I ?'?•
13StlHd '6 'ON 101FJ1SI0 Fi3M3S (INtl Ii31tlM ? o
0
30003003 HOJ NOISNUX3 W31SAS 831VM ? a
YNnodvo HIHON A1Nf100 39W003003
39Y003003 d0 A1NnO3

J
_.
31VJS Ol lain; __

.LT X „TT
I
DNIMV JCI Og--) fla32#
v<
°;o w w<
O
Z
T.
W
o?
z?iw i v
uw a
°°? S° °
w
i
'
?
o.a z
sk
<
az°Q °pO4 ? ° 1-
U
h'oW W<s¢ w O
'gsxU
°" W
°Oa=
°s?
S s >
Jab=
o
WOO ymmi>-?
w Z
- i
? o Q
m3m o . C <?
~ ° w
.SON O?
? = a0
< Z a:
< ?2
r U
`rmx
"
w u
'
YW?oi
oo°a O
,
,
Diu aao° w Q r
<i aWWm W io
d O
2
y
W oa Q °wx
r7
J ?
Fagg
r
to ? o
z o
w
z ??g$S
m
? fn
rig
ff
Ro
Niala
mg
I
x?
.
YGl<
S
7
J
w
°
Y
U
JO
co
O_
J
U
w
J
W
°
Y
U
O
J
ED
U)
D
cr
J
Q
z
O
N
O
w
0
r
0
z
? ° 3 o c°° eb ? w
r
0 e ? N
Nr
F s_E a7 I
N
'Oe_ o W )
?'InOh9?1

V WM Y
z
c rc e? m

uw
n
I
< Z.
? ;? a °i ? pOa
x
s
°y

U
Z

O 0
y
O ¢
W w
o
z
: u Fa "a ao
<t°i0 c
p Q OS 41,
CL
G
_ b63m°w?
W
W
F SF F LL p

-

?
q?
m
J
Q
s W
e zs yo
WW F(?m<

? °m w??wa U
zvLL
°
n
yl z ;<o
°a
?w xo _J
a
a z° ° Q
?3 Ip'
°? u u
O1F

!
? u- W
<¢
Q
?
~V
W
r r?
31 0.°. U j J
?
W
Q
m??<zw wo ?° WZ
•?

, N ¢ yy ?T~ pi rcW mW ?F
pm
N

?•'
?'
0
S
l5
?S F
u0 °? OFa c

m w
d i
O
~ O

r
, .
y]
a¢
W
N ip
0_
r

~ Z m F m U

Q V!

- -
<
s
Oa n.? e n m w
-
In

D
G
Z
J
N
ms Of
o°

IoJaua0 u6P'S133HS-7IV130\sl99gS\OOVO\OOVO\00 Pun Vo 'UAISa01 GSnyd - ti RI-94V0 - Z3\88ti31 00 egmo086P3\sP8[0Jd\:1
Hd g641+.71 600aigtiot
'u, i 0000•.7
e16Jn-sP pd•;td•gje;uud
SNOISIA3U
?IVJS 01 ION I
/.TX„II
0NlAAVda (mna3?d
3AIVA IIV@
nrd
a
,I VcW'JOJ N3100M 31a 1
A(i

aP U
_ >
pN w
1 Cn

o

°¢
°
z
° W
Q

_
4U
Ors p o

s?°ZO p T

yy0

ODLL
Oi°-z O
u°
O
z _% fY
od<
1 <N
ono
° _
°=
'°">?o< w
zo' 3 v w o
J w
?
° o°o oamo? o j z

4 i
°Jw
a
a
w Wa
wm`
?' ?
JLL
Q
y ~ wa
w

i CO
m
'c
°w OC U

0
w w

xa W J u
0
m¢ /
w (
?g
s -

w
o ? w
c?1 ?
z
o
o 0
-
ch In
N
?o om ? w
a
a J
,
it ll/,
O ?eee i 3 g NI
SlIVA0 831VM `4.• e 10
:saa-
13SVHd 'V 'ON 101ES10 83M39 0NV IJ31VM ?V a? Q;A m m g y NI N
39W003003 HOd NOISN31X3 W31SAS k131VM * ° e
VNIIOHVO H18ON A1Nf100 38WO03003 ru
39W003903 d0 A1Nf100 °° • ?? o
z
w
z? .6:
m =
uZw Rio
O U S
U z W Z
W p
z
{J
w U o O
z 50 w
i
H

?y
i;
?yo
g?a
1=o
?o°s
Ilz
~$
(? OQ
og ?w
s ?? LL
? n
1
3
m ? it
a- -
w
Q

N
I
is
O
z
O
? w
Z U
J N
O
1r ?
Ld z
z
o a.a Q,
0 o g w. L'.
o m3 ws ?
z- o sag ? < ,R
v z z SU y zV
y? o y
e; rc m~ ?
?o u s U)
€w s3 o f O 2 rv<. m pa o O
_? HC) ° rv QW o X
yw w 2
C) z
w ° a &m w w
J
o wo °w 'm o' ° J
m ;
Z ° u
w°K
O r0 O i ?
cr
?z ?
Q ° r~ Z
w w LL
z N~
° os Cn
?ie z Q z~ as
y- a u w ° woyui
w0 W saw ° ° Om w OF ?
N O
S ~
Sy =o ti 3 w o
wZ ? ? = w Q 0
° 0
o- w
z
?=dim
-wJ `2LL ?z iz x N N
o w U
4 - S
20
=Si uy n° ¢z
J_
Q
.a.t I o io W
z u ?
g? >y01N3A3Hd w= W
° w U
MOI3Natl0
Sm <z
i y4s Y313W W z o O w
s ; ¢ 2 U)
j$ C w a
b z 'NIW . t= W
Q
s??a Cl)
I =;? W m<
II o
I O =< °ZS
1r 3w o 0
I w m= 'S W
W W u
0
I I ° d z z
I I to Q O
9 ' w
LIU
3 I I? " 3 u o w- ?N
g I I W w w 0 0 0 ;y
I CS urc ?? yxg I H ¢rcp W20Oz P-[ I I; s w; mW ? 0 - a?
3 I _?W ?rc F m? o Ym~ > z Nzo Sr°ww
°ZO?z
?;y5 S z
tz. w ?' U S CU r OFO z°wzOU
_ N v w? H? H. u2 (jw ysu°¢
S2 =3C? COQ zpm
3? iw3 UO O^ o
s
W F2U Uam°-
ui? Jw Oa20°
a„ ouu w z
<rYa z M m w~~
w
a
U
O
0
z
U >
y °w
o y?o
° o
?LL<
o x= -
?WLL C/)
> yw° y z
f?< iy
LLO ii< x
z w° O
-Y Un co
?OwuO yw
vi w=?2 UN Q
z rv ^°
?
cc:
o Q
0
it
z

Ja)oM
u6p•S133HS-7/V13(7\s7aayS\OOVD\OOVO\00 P- VD 'UAISa01 asogd joupga - Z3\8861 o0 sq-ooa6 s afoJP3\ 7o d\:1
H'd L'1,91+11 6001191101
'V./ / N 0001'1
a16joosp j1d,yd,sj9luud
w w?< g? yp
zxz
as w oo< ?° ?¢=w '-
r
~3: 0_ =Na a ; w wzo
.0 ?ko
QUO U 3 < ° Q
- ENIW .L s w W
I ¢0 ?
0 W- - IVttttt?ll O w- J
- °? mmc
?O ?W ° my L
3W %VW .IZ I 310N 339 w0 ¢ rvJ w
w NIW St NIW .9-.E y q y < w p ?p CO
~ E5 ?' y m s i w C/)
x0 =+ a > ° J Q
° y w
X 5= ; A.
53 z
° ozw~w? Q
z
w
z a ° < s J
° r ° o$ ?
oLL ° z'°u oo zyz T
u
z ?; wYLL ;o
iH a
aa a 3sw ?N ?m w w oa w o
w u?o w o?moy° 0=
°i w m mLL *,?1• ' ay y 'z ?o LL C)
O w
>a Urc 6 U~
<< Jw Z Y - 2y
w6 _ L y0 ?
0o 00p o? w ° ?_ o m m o, N
"o. z
ow H w a uaa
xD zzzlll a0 r- x ai
r '
ww •?'
y .?
w wi °m
zo ?-3 w
w
4-z
w Q< ?
¢< z ?a LL
w <w p_
°Q w _x? ty
<=N U S °
wd ~ w
_ U
a ?1im^ >WZ ?_JW
SNOISIA3H
„Lt X „TT
v,da olganaga
,rJVcl d00N3100M3Ni
AA

. ?o
w
a
F
o

wo
P
? =
.o Q
da w W
= W
¢
z
o
?.
_ ?o z
L o< 0

LLJ
z F
-
it o ?

=O w
3 i W U
z 0
n
?FA ° Q
_ ~
U z
o- =n
pm< rU
00 y
p m

'? LL ? i OJn
F
o?yN ?aW

a„z z

J

o F-
°<w F w BwF
3? mw ¢ z :: ::, 3 0`?
.. o
1H w 0z u

H
i m
I
w .: a 0 3i°m n Z
W
?
?
uo

O
z ?" ?K< q 0 U
p
m? w U

z
OmO?
o

T J
J
_ o
_
?w
LL z
w m° =?
mgaz
? oz.wz
?

°w CL
p °mm3
<°a pw

air ?¢°.~ Jai
w0
Ox
SNOI1Y013103d5 BOE y0 hr0???On
ALL, Q
< ¢p
wti
o?o? °omo LLa°
°°o - A903103.103tl

eor• 9 xoadY?
?
-
V°

z
A7agj was
Y
'.
_
Qo U
f-

I
J
Q
o J
F?> woiw m
U
q' .,"
a 0
T.
LL
N
-
-
J
-
w
w?
F JF3? ao
N w
.
b p i
?
} f.
~
z
aNw.u ¢w au? . i
=w
cf) O
Z
w?fe `o°Ww Ng
LL
.. t")
?osu?O?mo°wz
aOOm?°Qw°?a°wp
wFj22 <OOSx1y
OOiv:m?m.m2a
???•inv n mr m m

^
<_
dY1tl3A0 .9
wjm
z00 C\j
wQ

- pm
?
m189-11t
??
-II Ga WZ
> ?
s31 0N 399
? w a
g
w
¢ °

F
B Q

0 dtlltl 3A0. .l t1
- U
yi ?
O
W
a
o ;a i ?<;
0 w
~w J W
/J LL ow of
a ??a
z Z
IJ °
wQ w=
- pz
i$ o< is owoo
rc
=

¢
F
i
- a
uo U

Ow
o
x °
x
aa
F-
?° w 0°- z

i
a

-
i°w

n
xo ° s iLL
W
a 01 o i3
ux
t iw
?¢ LLoao
s
°
3< U U °y
zm N w; 63: wm y Q J
0 oQ ?o wma O U
< 0
mo _ O

3dO 153015
3dO153015
°g d= C
G
F

?
?Z
¢
- Lij
z
_ d011Y
zt m
oz
aO
-
p .
f - - - - w a N
3dOlS d0 d01 3dOlS d0 d01
ltl 53003 ¢ O o W
< g a s
1Y 53903
dYln3no ,E dY1N3no .c ? n Q
p J
od - i
- ? F
zm
,Q
ti
06
00 LL=
U?Nf xu
Oa
w0 u!_
Ya
Gm??
uo2S0i3-auacuipaS
'NIW

J
Q
LL1
0
Z
0
J
CO
Y
Z
CO
w
U
O
O
Z
r
i
?
•) O ': Q ? uJ ? ? NI
SIN A(] 108IN00 NOISOH3 ONV 1NMMS •
ti'

r-? • '=i• ?
i ?/?
\L
13SVHd 't 'ON MEMO H3M3S ONV 831VM
38W003903 HOd NOISN31X3 W31SAS H31VM i? ;? Q; o y m g N NI N
VNIINFMO H1HON UNnoo 39W003003
°
?
'
o
38V4003003 dO A1Nf100 / ?
• o H

o
S31atln W

?r
- 3 cl)W
n § crU
_ J
w
o 0
LL D
< z z J Q
w nq Q y ai N OvJ
°°
o m a w
ow ?
( Z
K ?Iyya d {
O 4
¢Y dy
W 3$
LL d
I c? d =Z
UZ
m i 3 N
w
m °
ml „
L1J a
f ¢ ° U) Q
o _ J i- a = w
w _
0 U< UU?

o 0
`
zW

Y O Z N

p?
o

¢ao F F n0

a
z
0 o
W t2 7
•- LLJ

O
LWLIZ
0
°
w as s31NYn Z Q a o & CnJ z
w °pp o`a w -o?F ^ ? d ? a ?es ? ? €e? O
o C _OS x
nN as O m
°
a
°

-

w aOZ
w
w
s a
-o,
ryono xa3
wl LL- w0 O? ttfm
Z, S1..f [ Or
V_ O
<F Z Q
a2 6 oz." IYF
>z
1jm e60www Oa FmV
°a za
'ax Qwz?ui x xi
pm ppW < QiJ
?i - -LLa- co
.Zt o
° J
na a zO Q
1 310N 33S °o F V W
wa °
NIW .O'.E .8 .0-.2 w = z Q
.wo - a U w
J
x wazz a H? 0 oa w W U
F ?y°?y F; = R? LL f°
O
<
um u - w <y lz-W J ~
O
°F==i j y Z
0 a. 66 wZ
^rJ u? za
?2 wz `si wF
W. ax ma >
mLLp > 0` ?>
??p0 .U m oy o1
wWazo `r u. u
rc ¢ o? a` as
nw?°m ai -a Fw az
wa sLLwa of aw ow o'
?a
a
0
i O
0
0
F
0
?o n
r
o
0
1 a z
0 o mo ¢? •
a z
F- w ¢w <O wd a
Fa
w z a fi z- wo -
o°
°J wo om
ua FO °w a
r m a
a ° °i mi aw
w i a
a ? U V - 1 4
H Fzl. mz
r - ,z z
O ; z p °pwF<?w
1 1
w °
w ° F mU 3°ol w2 m. lw 11 O
° ° <m r
z m Qo am....? m m
"o _ 3 ?W
o a o° °Z C? rc Q
<=wo;= w
a ?0 _o i
w `-' ui?oF ?° CL W
,z z
'w aNmLLw?? a Q< 0
ry iooia mo NaFW W
mw - ° Z=
w U
=`<=`No
a 3y zaa Q
° ° e 1 C)
w
Oo_ `
a?
o?
- ?O
oO
U IE
w
a ?? w
Fa
o-
z m3
o?
is
rc?
pm
u
a F
0
c
a
U
N
O
F
O
Z
6
O
E
-? - VNYE d01 '%3
-r-7 HNA d61-7
a
a
iLL m
w z z a
° ? LL
a
.B t
W
m U
O °a
<.>., r
12 ° o
=ao w
0,
Z
LLI
/ LL
o _
/ ZI J
w U)
,9? N Q
U w
J
d w C)
N
O ~ O U
. i
J o Z O
a w ° W
w Ow U cl: 2
a w¢ x
U U >U
LLm 3m ? N
JF zi '<LL
1. w
W w ?U
z Um
u
f
?O 6w
O
\ OI
\

\ \
\ O?
\ ;O
-

o J
\ \ FLOW

?? \\ Fz .a
/ ;0 tea o

Mp?

/ `

I o zo
Cla
m0a

°
= o
I
o
el
^
z; A4(
/
;o
> V ul

y?
U LL
of
¢O E
ax _.
PIPE f
po
zm pyO
J
LLI
0
W
LJ w
J_ ¢
LL tll
H
U?
W ~
Q z
00
lk%
? w
6 °
a ?
w
5
U ?a
? w,
Fw
N?
20
_i
..z xw
mmr? F.
u6p'S133HS-71V.L30\siaayS\001x0\OOVO\00 Puo VD 'UAISa01 asnyd - 6 py;s!0 - Z3\98bL o0 9q-oia6P3\sjoa/0Jd\--1
Nd 90+91:07 600Z191101
•m / li 0007.'Z
alb-isp )1d-j1d•gj9;uud
0
' 0 S
u? z
m O O
< W u ca _
am N
J V m c-
,? o w
d N3100M3H1
SNOISIA38 e
U U U ¢,+ W
SlIV134 ONV N01103S'NVId 1ViVA'NVId 31lS y S
1V01H1031311f1VA 3A1VA JNionMH 3dnSS38d a
r
13SVHd 4.ON 101H1SI0 83M3S ONV HRVM yr, m ( W
38W003'JO3 803 NOISN31X3 VGiSAS H31VM
VNIIOHVO H18ON AINnOO 3BW003003 w 3
38W003903 JO AMOD g g o
V) o
Z
W
W Z ¢
O
u U G 7
Q f. 2 =o U 4¢4-- V
> W r Z O Z 2 V
2 V
W j N u w r ra
cc ¢ ¢ N
o a w
co W
H 2 N Z 2¢ U W W W w o 4
r ¢ > U
m ¢ y Q w W W W r z W m 2 < J W J N
Q¢ F a W Q 2 U W j VI S r o¢ N 3> K N O
a W U 3 LL G r U LL 2` N U V W W Vf ~ ?- C m
Q ¢ ` z S F= ¢° ? °z Q Z o a ?u '' w '-' o o v; u4 ` s `s¢i`
w w O o>> r 1- r a O O Q> 3 z J VI > J z r H r
U a N a. r v z u u z u 9 p o 0 0 0 3 z a w a w g J J w Q
S. O Z 0 4 0?¢ O J X O¢¢ J J J Q Q O O x O r N¢ 0 0¢ W
Q LL 4 Q m V U V V O W W V V Y Y Y 2 Z 2 d d th YI N 1- > 3 3
W a
V F- m Y U W LL<> Y V 2 z x W Z N > Q d
J a a a a m u u u u w o c? p Y Y ? i z a¢ vi N N r>>; 3
W
wN
.z
aF?F
awu
z a
LL
on
go
?r
oa
kqJ?
W
Foo
W
Q,
.0
wa
a

U
3
I
O \
JJ ¢¢ M
\ ~mWp -? Nr O
Z W?N U? N2 WZLL
N J ?U gav
a?z i>a min
N ??? .trZ
I
,v 3a I e s I
WU ¢N W I
;<I
VSNJ¢w°oo 1
0 ow¢?zoF'wo
\HmOO7?U
o?QrL .,
?w¢aJU 3,--
tJl LLJ O?
02402>?J-
mLLJUU16.mm

z
ZS
e
r:
it
j J
`
2j
z>
wl o
-? w
Q
>
0 L'
Z w
U (n
Z) _j
NW U
LL Fr
W F-
U
w
N J
V) w
wF-
ir J z
J
Q Q
N
(n
-i
O
m
(n
Q
_U
U
W
J
W
r4-
J
Z `
LL >

8 W ?Up
J
N '"; N
H a02
W?

Z
r ?

r
°z N
aQo
3 r
J
Q W 2 C
rW ppp
Z, o
Z,
0 ¢ 3ar
W UQ 8 V KWW
¢ Z? ?? 1Nd
w <w a3
a LUo WO
o ?a $m
I
?

\\' '
W \\\ ? 1
x
U Z -
2

W

U
a
1

([r
F.;
I
3
w
w
J >
> z
W U
J O

Q u
Z I-
W yp

r ¢ w
a
U W N
N I

?
a J
?
>
w

J
>

i Z
d

N
w
LL
w
o
.1
V)
V
w J

2 z
?O
a
z
g
?O
z
a
J
w
w
F-
I
H
J
d
>
w
J
a
V
Z
U
0
w
1=
Nw
I^L
J
N
to
w
X
CL
3
w
>
Z
a
J
CL
I
' J
_ w Q
J
Q

0Q
a
x
N
J
IA
Z U
O J ?
uJ I y ? ¢
r 1 h FW- 4 i.:r
L ? r ?\
f ,.
1
_ I
L
r¢2r L_
? W O 2
4
V2Za
x??o
U¢pW
Z W U
mqZ
W 6
O m ?
r

Z
U

> x
J
> w
N

z O
J cr
M
I V
O 2r ?? //??
Vi
pW
¢ ow w
\
w N aF ?
?
a ¢
? z
-
f W
Q
! N
I
Q?
I ?o
I Qr
Jr
?WJ
U H
W >
VI m
O
?Inofep
UW13 i33NS1 fea45100CJ1Z3\8862-F?unoj eywoo 6p3 s{o?(o?d1'1
nv 6£7s'8 600019116
'N! / , 00007
addoy n 4;d•d0S0953X