20140808 Ver 1_Application_20140728

D.� S1niE
/ �Wo� . .— .
J'JL 28 2014STATE OF NORTH CAROLINA
11 c 1 s,"I;U DEPARTMENT OF TRANSPORTATION'
PAT L. MCCRORY
GOVERNOR
July 28, 2014
U.S: Army Corps of Engineers
Wilmington District Office ,
69 Darlington Avenue J 6
Wilmington, NC 28403
ATTN: Ms. Sarah Elizabeth Hair
NCDOT Division 8 Project Coordinator
ANTHONY J. TATA
SECRETARY
SUBJECT: Application for Section 404 Nationwide Permit Nos. 13, 23, and 33 and Section
401 Water Quality Certification for the replacement of Bridge No. 22 over
Richland Creek on SR 1111 ( Lilly's Bridge Road) , Montgomery County, North
Carolina. Federal Aid Project No. BRZ- 1111(8), TIP No. B -4780.
Debit $240.00 from WBS Element No. 38551.1.1
Please find enclosed the Pre- Construction Notification (PCN), Preliminary Jurisdictional
Determination (JD), North Carolina Ecosystem Enhancement Program (EEP) Mitigation Acceptance
Letter, Stormwater Management Plan, permit drawings, and roadway design plans for the subject
project. A Programmatic Categorical Exclusion (PCE) was completed for this project in October
2013.
The proposed let date for this project is July 21, 2015, with a let review date of June 2, 2015.
However, Richland Creek flows into Lake Tillery, which is managed by Duke Energy and subject
to Federal Energy Regulatory Commission (FERC) licensing. B -4780 is within Duke Energy's
full pond storage limits and must go through a review by FERC to assure that NCDOT is not
affecting their storage capacity or other terms of their license. Therefore, we are expediting the
design and permitting process for this project in order to ensure that FERC has the required
information and sufficient time to review the project prior to Let.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT SECTION
1598 MAIL SERVICE CENTER
RALEIGH NC 27699 -1598
TELEPHONE. [phone]
FAX- 919 -212 -5785
IVEBMIE: J11J1'IV.NCD0T.ORG
PHYSICAL ADDRESS:
Century Centel - Building B '
1020 Birch Ridge Or
Raleigh, NC 27610 -4328

A copy of this permit application will be posted on the NCDOT Website at
https:Hconnect ncdot gov /resources/ Environmental /Pages /default.aspx, under Quick Links > Permit
Applications. A copy of the PCE is also available at the above website address under Quick Links >
Environmental Documents. Thank you for your assistance with this project. If you have any
questions or need additional information, please contact Jim Mason at either jsmason @ncdot.gov or
(919) 707 -6136.
Sincerely,
�r Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List
B -4780 Permit Application Cover Letter
2

W A7' 9Q
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
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 13 23 33 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
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:
Replacement of Bridge No. 22 over Richland Creek on SR 1111 (Lilly's Bridge Road)
2b.
County:
Montgomery
2c. Nearest municipality / town:
Mount Gilead
2d.
Subdivision name:
not applicable
2e.
NCDOT only, T.I.P. or state
project no:
B -4780
3.
Owner Information
3a.
Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b.
Deed Book and Page No.
not applicable
3c.
Re sponsible Party (for LLC if
applicable):
not applicable
3d.
Street address:
1598 Mail Service Center
3e.
City, state, zip-
Raleigh, NC 27699 -1598
3f.
Telephone no.-
(919) 707 -6136
3g.
Fax no.:
(919) 212 -5785
3h.
Email address:
jsmason @ncdot.gov

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
not applicable
4c. Business name
(if applicable):
'4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
0. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
not applicable
1b. Site coordinates (in decimal degrees):
Latitude- 35.2540 Longitude: - 80.0717
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
1.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Richland Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV &B CA
2c. River basin:
Yadkin -Pee Dee
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:
SR 1111 (Lilly's Bridge Rd) is classified as a Rural Local Route in the Statewide Functional Classification System and is
not a National Highway System Route. Land use within the vicinity includes Forested Land, Low- to Mid - Density
Residential, Silviculture, and Recreation.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
210 linear feet
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of replacing the existing one -span, 29.25 -foot long bridge with a 55.5 -foot long double 12 -foot by 9-
foot Reinforced Concrete Box Culvert (RCBC) on the existing alignment. The proposed culvert is 26 feet wide. Traffic will
be maintained via off -site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes [I No El Unknown
project (including all prior phases) in the past?
Comments: Action ID No. SAW- 2009 -01696
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: NCDOT
Name (if known): Principal Investigator: Lindsey Riddick
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
September 15, 2009
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.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.

C. Proposed Impacts Inventory
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
1. Impacts Summary
3b.
3c.
1 a. Which sections were completed below for your project (check
all that apply):
3f.
❑ Wetlands ® Streams - tributaries
❑ Buffers
❑ Open Waters ❑ Pond Construction
Stream name
Perennial
2. Wetland Impacts
Average
Impact length
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
intermittent
(Corps - 404, 10
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
Site 1 ® P ❑ T
Perm. Fill
(RCBC)
Richland Creek
® PER
❑ INT
Site ❑ P ❑ T
15 -20
52
❑ Yes
❑ Corps
Richland Creek
® PER
❑ INT
® Corps
❑ DWQ
15 -20
❑ No
❑ DWQ
Temporary Fill
Site ❑ P ❑ T
® PER
❑ INT
® Corps
❑ DWQ
❑ Yes
❑ Corps
❑ PER
❑ No
❑ DWQ
Site ❑ P ❑ T
❑ Yes
❑ Corps
3h. Total stream and tributary impacts
118 ft Perm.
53 ft Temp.
❑ No
❑ DWQ
set back stream banks. The new stream banks, de- stabilized by the excavation, will require rip rap bank stabilization, which
will be keyed -in one foot below the newly widened stream bed.
2g. Total wetland impacts
0 ac Perm.
0 ac Temp.
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
Average
Impact length
number -
(PER) or
jurisdiction
stream
(linear feet)
Permanent (P) or
intermittent
(Corps - 404, 10
width
Temporary (T)
(INT)?
DWQ — non -404,
(feet)
other)
Site 1 ® P ❑ T
Perm. Fill
(RCBC)
Richland Creek
® PER
❑ INT
® Corps
❑ DWQ
15 -20
52
Site 1 ® P ❑ T
Bank
Stabilization
Richland Creek
® PER
❑ INT
® Corps
❑ DWQ
15 -20
66
Site 1 ❑ P ®T
Temporary Fill
Richland Creek
® PER
❑ INT
® Corps
❑ DWQ
15 -20
53
❑ PER
❑ Corps
Site ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
118 ft Perm.
53 ft Temp.
3i. Comments. The 66 linear ft of bank stabilization is associated with the Reinforced Conrete Box Culvert (RCBC). At both the
inlet and the outlet of the RCBC, the existing stream bank will be excavated, widening the stream channel and creating newly
set back stream banks. The new stream banks, de- stabilized by the excavation, will require rip rap bank stabilization, which
will be keyed -in one foot below the newly widened stream bed.

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
impact number—
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
01 ❑P ❑T
02 ❑ PEI T
0 Permanent
4f. Total open water impacts
0 Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
Flooded
Filled
Excavat
Flooded
Filled
Excavated
Flooded
number
purpose of pond
ed
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
El Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,
then complete the chart below. If yes, then individually list
all buffer
impacts below. If any impacts require mitigation,
then you MUST fill out Section D of this form.
6a.
❑ Neuse
El Tar-Pamlico
❑Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
El Yes
131 ❑P ❑T
❑ No
❑ Yes
B2 ❑ P ❑ T
❑ No
El Yes
B3 ❑P ❑T
❑ No
6h. Total buffer impacts
0
0
6i. Comments:

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Based on the drainage area and design discharges, a 2@ 12 -foot wide by 9 -foot high RCBC was determined to be
adequate from a hydraulics standpoint. The culvert will be designed such that the slope, low flow velocities, and low flow
channel designs are consistent with the existing stream. Because culverts generally cost less, require less maintenance
throughout their service life, and last longer than bridges, a culvert is the preferred structure type; An off -site detour will be
employed; A temporary Stilling Basin will be used to dewater the culvert construction area; Two class B rip rap pads will
be placed adjacent to the road, northeast of the culvert. The purpose of these pads is to reduce stormwater velocity and
create diffuse flow.
1 b.
Specifically describe measures taken to avoid or, minimize the proposed impacts through construction techniques.
NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the
Protection of Surface Waters will be employed.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
If no, explain:
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c.
If yes, which mitigat ion option will be used for this
project?
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: not applicable
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
® Yes
4b.
Stream mitigation requested:
52 linear feet @ 2:1 = 104 linear feet
4c.
If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e.
Riparian wetland mitigation requested:
0 acres
4f.
Non - riparian wetland mitigation requested:
0 acres
4g.
Coastal (tidal) wetland mitigation requested:
0 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 DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
0
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:

E.
Stormwater Management and Diffuse Flow-Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If not, explain why.
❑ Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached permit drawings.
❑ 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?
not applicable
❑ Phase II
El
3b.
Which of the following locally - implemented stormwater management programs
El USMP
El
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006 -246
4a.
Which of the following,state- implemented stormwater management programs apply
® Other: CA; The project is
(check all that apply):
within the Critical Area for a
hazardous spill basin. Due to
the location of this project
being parallel to NC 73,truck
traffic would be low; therefore,
no basins are anticipated.
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes El No N/A
attached?
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
F. Supplementary Information
1. Environmental Documentation (DWQ 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)?
1 c. 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
® Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
additional development, which could impact nearby downstream water quality?
® No
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.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
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.
not applicable
10

-- 5 —Endan Bred -S ecAes- and -Desi hated- Gr-itica4- Habitat Cor s -Re uirement —
5a. Will this project occur in or near an area with federally protected species or
habitat?
®Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
® Yes ❑ No
5c. If yes, ind icate 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?
NC Natural Heritage Program data, USFWS website, NCDOT field surveys
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
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: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
Richard W. Hancock, P.E.
, . _ - - - --.-. —
Date
Applicant/Agent's Printed Name
Ap 'cant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.
11

ATTACHMENT
;j.:` ?r, 4�,r__Y��nefi 4.—,vJ 1� (rv`M1I Cfrv; 2�
ALIG 2 4 2009
PRELIMINARY JURISDICTIONAL DETERMINATION FORMj`i�4and:l�'.'.'�� +=.
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
uG 1 GRIYIIIVH 1 IVIV kJLJ):
B. NAME AND ADDRESS OF PERSON REQUESTING� CPRELIMINARY JD:
Lindsey,Riddick
NCDOT
1598 Mail Service Center
Raleigh, NC 27699 -1598 "
[phone].
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:CESAW -RGR;
SAW- '�UUcI- Ojlv�!(vj br,dc� 0o. 72 on
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION:
B -4780, SR 1111 over Richland Creek, Montgomery County, NC
- - (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: North Carolina County /parish /borough: Montgomery City:
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.25"-1o5i,,0 N, Long. - 80.0717',Iej ° W
Universal Transverse Mercator: zone 17
Name of nearest waterbody: Richland Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 300' linear feet: various width (ft) and /or
owar in ass:
Stream Flow: intermittent and perennial
Wetlands: acres.
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
'Office (Desk) Determination. Date:
f 1l
F] Field Determination. Date(s):
1f.r�� :,%��1_ 1 S' _2610 j

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at-this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less,
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the.applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
-wetl a nd s -a nd= other - water = bodies -on °the= site - affected -i n -a ny= way =by °that = activity
are jurisdictional waters of e United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed-as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
2

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: NC's OT
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:Morrow Mountain;
1:24000.
® USDA Natural Resources Conservation Service Soil Survey. Citation: Soil
Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Web Soil Survey. Available online at http : / /websoilsurvey.nres.usda.gov /
(Accessed: May 6, 2009).
E National wetlands inventory map(s). Cite name:SAW shapefile.
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
❑- Photographs: -� Aerial- (Name- & - Date): .
or
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified by the Corps and should not be relied up
Signature apd ddaa e of l S'ignature an date of
Regulatory`Pr- ect Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining
the signature is impracticable)
3

L .-O p.es
Site
number
Latitude
Longitude
Cowardin
Class
Estimated
amount of
aquatic
resource in
review area
Class of
aquatic
resource
SA
35.254719
- 80.072404
200'
stream
Richland
Creek
35.253989
- 80.071776
100'
stream
/9/v�, /Gfl-1f 6
N
/D

AKw'-_
DEN
North Carolina Department of Environment and Natural Resources
Pat McCrory Michael Ellison, Director John E. Skvarla, III
Governor Ecosystem Enhancement Program Secretary
July 17, 2014
Mr. Richard W. Hancock, P.E.
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699 -1548
Dear Mr. Hancock:
Subject: EEP Mitigation Acceptance Letter:
B -4780, Replace Bridge Number 22 over Richland Creek on SR 1111 (Lilly's Bridge Road),
Montgomery County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on July 10, 2014, the
impacts are located in CU 03040104 of the Yadkin River basin in the Central Piedmont (CP) Eco- Region, and are as
follows:
Yadkin
Stream
Wetlands
Buffer (Sq. Ft.)
03040104
Non-
Coastal
Cp
Cold
Cool
Wann
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts (feet/acres)
0
0
52.0
0
0
0
0
0
*Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
This impact and associated mitigation need were under projected by the NCDOT in the 2014 impact data. EEP
will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the N.C.
Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated
July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer
be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Beth Harmon at 919- 707 -8420.
Sin c ly,
James B tanfill
EEP Asset Management Supervisor
cc: Ms. Liz Hair, USACE — Wilmington Regulatory Field Office
Mr. David Wainwright, NCDWQ — Raleigh Office
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: B -4780
1652 Mail Service Center. Raleigh, North Caiolina 27699 -1652
Phone: [phone]'\ I ternel: wv.jvv ncdonr.gov
An Equal Opportunity ; A(brrnahve /cnon Enipioyei lAide in pa,t by iec ydcdl paper

d� • �`'�
�
N
Y L _0
C
_
O O co ro
Y o
C L O ro N
C
T -Q >
O
(d N E N ro
'p U > O a
n5 ao•E
o
C X N N -O
Cc
3 0° o m
U
Q
-NO m 3
U
L° m S a o
N
c c
V N N
CU
p
a
U
o
3 Eo p° O N
U)
r
N N c ro° a
m
Q
cm
c
ro
t 3
in
ro
ro
° - m N
0
0
i
y
�
aaci
N N 7 N
`N y > N
°
ro Q o>
U
a
N o =y 'r c ?
06
—
a o
N
-o
ro ta
a)
>
'ro N O
p
N N
o
^
m
_
aoC v m E
C N
M
@)
U
C
LA
w
0 U
Z
Ln
M
C
Y
W
N
°
E H Z
N
U
7
-°
N
c
a)
co
a)
-a
E
o
N
o
,X c �
5
••
w
W
p
co:
L
L tZ
dm
N
N
a
W
g
x
= 5.)
.
N
cr.
o
Z
C/)
c
�U ao a
oo N
c:
x
N
>
ca
J
'C = C O O ro
O
m
'o
C
>
A w O ca a
N T y O
1° Z
rnNa o aE
Lo
QQ
d
C•
E—
C N N E
aL
J
E
y LL F
c
N
p
••
>
C
m
ro
c m e a v
N O)Z W
O
cl
O
N
O
N
3 O E T
Q W Q
£
H
CU
Q
iu
U
CL rd m
E
V
C
Q
,cp.
<
_ E
N
a — i 0
Q
U
•i
Zn
co S q c -p
N 3 Z 3
a
O
U
O
U
U
Z
H
E
X o
.0
c
'a)
EQ Q
AL
in aTN N
° r ° -a
Q N W a
d
api
O
ui
0
:j
N
a ro a� L
c 3 a z
N
0
a
v
- -E aEi-o 3
_0 0�
t�
0 CD m
o
c
N
c
m
U
ro
o
oa
N
E„ ro NCN v
� is
7
krn q
U= u.
0
m
c
D _
(
� N rn o ai \
N
m
v
a
3 -? E \Zo1
Z
E
E
c
G
i
N o= —° 0 Y
o
m
y
o
N Y E° ro
E a
oE
tin
p
°c0
a) ro o �' aoi E
a`cn
7
a
a
�'���aro
N
N .E C) N a)
••
>
ro
_
N �
N
N
^
0-
L
LA i _
C N cd O N
U
!Y
U -� C C
c w E N ro
C
m
lm
°-
E
N E o 2
V
O
�
>
O
C_
>_
N
C
N
C
r
U
N
N
N N T N y a
N U ro a
_O
N O
N
N
Y
N
O
Z
O
Z
O
N
7
0 a 3 N L
N F-
C= N
M_0
(�6
N
N
N
'L7
7
L.L
c N Y_
N Y-o C C
ro
U U Z
O@
�CCU1
N
�%
L
C
N F- p 7 O N
r
E
_ i
m L°
^
C
ro
�r
d
c
a
c
N
vi
w
p O Q U
E a
in
N
ca o
E
c
's
r
d
N
po
E m i
m N v
y
coo
=
>1 No ro
°�
N
o
ro
U
Q
�
a� a_ c
E 0
co
CO
g r cC
rn
n�
i
o�
_O
Z
N
I
H N wR N
m
O
N
i
p
C
t
CL
W
m
O
T
Q
:y
d
a
v
H
m
C
C
L
O
O
m
y
t
Q _ N
N
m
N
N
m
N
G
v
_ 7
M
m
�;
m
c
Q
o
H
o
„
c
y
_m
d
W
p
CD
m
Z
Z
..
•>
U
E
C
L
Q_
C6,i. Q
CL
O
N
C
•y
N
y
7
m
m
N
C
H
0
T
_
m
d
3 ci
�U
V
Z
U
C
om
Cn
i
�°�
O
J
m
U
Q
rn�
a
�d
c
p
d
E-
O
cn
iZ
a
o
U
..
i
c
U
s
o
0
o
o
T
>
aci
LL
Z
U
R
G.
Z
O
m
m
d
d
F-
Q
(7

a\
y.
§-
®
-
&
\D
.
/E
o -
m
2 cc
z, CU
§ R
E2
F-
0
t
J
e
�a
k
C
CF.
U)
_ >
IL
§ §'
CL
\
C
o
/�
C13
\
t
/
E
(n
§
§
\
IL &
2 z
22.
CL
k
k
§� °
;
k
\
§ �
z
7�
e
>
§
c
-
E
o
Lz
°
\
Z
§
2
g
F;z!
;
m =u
CL
)
/ /
k
k
«
o)G
@;;
a
k
&;
s
f k
2
$ #§mks
zM0R-a
c
k
�W
0
0
7
E�
$
I
§
••
w
4
>
\ \
CD
2
�\
\
#a
%E.
�
J
k}
£
cz
co
7'
'0\
\
.
K
y
E
°b
R
/
C
kk
&�
E
\
LU
LU
_
\
__
Fla
§
E
2
g {
0``
)
-
'I"
S
■�
3
7
» �R
-
/cc
�®
§
I
2d
,
E
22 i
6 2
5
/
}
co
(\
/7
{{
\\
C CL
co
)k
]/
2a
k/
j)
fC)
}0
§(
$)
\\
z=

k § ƒ2
7 \A�
=$a CL
/\czCL
Cl)
,
2
<Lu
E/�
k
-
17$]}
/2$
/\
/E /
\LUci
CL
u
a E cq
a
o
@
a
�ƒ
/
/E
«
■
_
e
c
2
t5
= a= o
0
0
7
C/)
E@
6a
6
ƒ . /3
�
CL
= #
99c /S
m§- sa
w
a
Nc
2
§\J�
=2°
-i
@o /�
/
�<
$ \
k
% Gy
=
A�%3
R
3
L
a
ci _
E k @
e
a
/c k-6
= =mo
co
[§)
4
�
§
\
\
CL
C)
%
\�
$k
ƒƒ
/\
C\l2
\
.
2
of
\
\0
\
E
i
\6
\
/

9/10/2013
R: \Hydraulics\ PERMITS_ Environmental \Drawings \B4780_hyd_prm_tsh.dgn
6:03:15 PM 09/08/99
CO- NTRACT. TIP PROJECT: B -4780
_�
ul
C> O O ^^
Ut 7D N N 1114 J r
A Q U N D N
T a
X o m o o b r Mfo
m 0
Z O i
= S m
v NN
A
1'4 O N O (� O NIA I� N CAD
D Z
r �
n =z o
Z D D O 2 0 o -i vAO �a W o
N (7 0 0 (7 — m n ti
Z n Z, 4
W r n —
X D I = O O =
< <v,tn DZ V
r W
�3
r (T O" 00 N C b m C L S
ctoJO 00 a MZ s. y
X T
0 CD _ -n
D r
r
m 0 �m <
C
0 m m Oy
--I Z Z
Fn
m = = m N
Z ul x r
c >
rn
O A{
m m N O
'� �
W
X A n N Z
0 p
n n t, ° ri 0 O ~O y
A W
z
co
'�
_ II O II o m r _ X D
OD 00 m Z
,S_ N
b o
A 7v
N C
> Co r m \ (� m vr,
r 3 Nm 20 ` O
vmi N N� Z N
It
�a oN
O y
m D
N
m rn ti h
Z �OOa Dc N Zv
< \
sy _ a
m m
m
�D D n N b
N Yn ^^
?A zH ` `J
�Z �m --A a C
� h'C N
m
m �) T
m J y a
m OD ° y b
n
a a rn
C
m
_ � e
m
OD
�9r�p'0A1 •V�� �
x cn
rp
F

.\PERMIlEn-onm rtal,>_s5\B <e_hyd-p,=_we
�
� | ;
e§ ~
—
§ �
�
z z
0 0
m m
„ \nom
F2f J °§
qe� ®m0
➢ ➢§ / - m
zo t° /Q
w- � 0 �
++ � » q 2 2
GR� >�7 r) �/
tea& � Xm @ m
000 ( % -, a
m� / �m {£
(A� aa� § 2 m 2
I�M �G��n/ \3
mm + +§ a
\a 82m 'o, j \
0 z
I$ {« a % {
22 §9S G > m
\2 77§/
ak °0_Q
'(\ moo+
fit\
I/ / 0
�m :E
.� m §
«�
/
¥
3
-0
m
//
\(
@°
§7
k§
M-0
rni
m�
A
��
�Q
�k
\\
;q
;G
]
)(
.2
CA
m��oD
..•..
� §\
k
..•..
§
o
(} ? k
�z} \
(/ z
e[ �§
f
■
■ / §
_
-
!
% (
�1;
\/
�
/
{
�
� | ;
e§ ~
—
§ �
�
z z
0 0
m m
„ \nom
F2f J °§
qe� ®m0
➢ ➢§ / - m
zo t° /Q
w- � 0 �
++ � » q 2 2
GR� >�7 r) �/
tea& � Xm @ m
000 ( % -, a
m� / �m {£
(A� aa� § 2 m 2
I�M �G��n/ \3
mm + +§ a
\a 82m 'o, j \
0 z
I$ {« a % {
22 §9S G > m
\2 77§/
ak °0_Q
'(\ moo+
fit\
I/ / 0
�m :E
.� m §
«�
/
¥
3
-0
m
//
\(
@°
§7
k§
M-0
rni
m�
A
��
�Q
�k
\\
;q
;G
]
)(
.2
CA
m��oD
..•..
� §\
k
..•..
§
o
(} ? k
�z} \
(/ z
e[ �§
■
■ / §
_
�R
�\
% (
/
�
| |
�
� | ;
e§ ~
—
§ �
�
z z
0 0
m m
„ \nom
F2f J °§
qe� ®m0
➢ ➢§ / - m
zo t° /Q
w- � 0 �
++ � » q 2 2
GR� >�7 r) �/
tea& � Xm @ m
000 ( % -, a
m� / �m {£
(A� aa� § 2 m 2
I�M �G��n/ \3
mm + +§ a
\a 82m 'o, j \
0 z
I$ {« a % {
22 §9S G > m
\2 77§/
ak °0_Q
'(\ moo+
fit\
I/ / 0
�m :E
.� m §
«�
/
¥
3
-0
m
//
\(
@°
§7
k§
M-0
rni
m�
A
��
�Q
�k
\\
;q
;G
]
)(
.2
CA
m��oD
..•..
� §\
k
..•..
§
o
(} ? k
�z} \
(/ z
e[ �§
■
2
F23i ■
@
8PDp
% (
�
� | ;
e§ ~
—
§ �
�
z z
0 0
m m
„ \nom
F2f J °§
qe� ®m0
➢ ➢§ / - m
zo t° /Q
w- � 0 �
++ � » q 2 2
GR� >�7 r) �/
tea& � Xm @ m
000 ( % -, a
m� / �m {£
(A� aa� § 2 m 2
I�M �G��n/ \3
mm + +§ a
\a 82m 'o, j \
0 z
I$ {« a % {
22 §9S G > m
\2 77§/
ak °0_Q
'(\ moo+
fit\
I/ / 0
�m :E
.� m §
«�
/
¥
3
-0
m
//
\(
@°
§7
k§
M-0
rni
m�
A
��
�Q
�k
\\
;q
;G
]
)(
.2
CA
m��oD
..•..
� §\
k
..•..
§
o
(} ? k
�z} \
(/ z
e[ �§

R/17/201A
: \H drouli.s \PERMITS_Envi,.nm.ntal \Drawings \B4780_hyd _ p,— .t.dgn 8/17/99
8 1
3 T
n
Z � iy0
D ZIDiy o 3
a
I 21
I� loll
F;0
g �P m O Ia - 9
H
P 1 O G
1
3mN 1 j-
r m I Z
t0° • I ■
PO
21 c
i
i_r I N
mN 1
��
Kw� 1 y / r �m
,IN r I I ON 89— r i
Z • ' ZZ b
N Q lLV
m
ZZ
j m
0 r^ {
O � D
z
m
N \ C O
O m w
N \Sr_�' • G � � y
I m mro
m
� , I
E � /
m� m S pmNn
U IN z c O
C ? A
D
N y s T 0 N
OA Z D
TZA_ I
D �
\ I/
Z Z : °q
O O
m m IIN 77' A
le
0m� O � I L
DDS Y rn N v ra ^Ids .s
o
� o
VN0 O Z X 3 v C m
I
+ +Z m -,
f >Z TZ
Q D n
00�< I m G) �--1 n m I I
N
000 mN
mm I ND Z
mm V1N(/ /
mm
m
NN DDO
cn D
(Aul °oop -+ p
L
(1 �
m
c 1 pv— m I
C I D cn 7mo �o~
Z� / ti Zo �°
10 m 4 (Tnm g7d Za I
N m A N 2 z
1 m o W m
Trn DO+ rn
rn A�
n z m Z
v �0 0 0
m = cn z -C zi
Q
—Aj =D "1'ICb x
r m�
D O W I`n Z z,
V1 N Vt Z
O
r
--1

17 -JUN -2014 13:29
R: \Rocdway \Proj \B4780_rdy- tsh.dgn
ssssUJtKNAML$$$$
r(C TRACT: TIP PROJECT: B-4780
Ln 0
0 0 0
Ln
0 LA Ln
m
m ccpp ccpp ccpp
0 r) Ln
N N N n `� v N m cD N cD
ZN ��° toU) �V)
Z 0 -n
No 0 0 (n
0 0 Z
T 0 m r� o00
Z D D `m I amo I ��ti
CA v N N tZi N
��k
X II 2 w 2 D C _ 3
0
L Ln v to ci ��
O II ° II II II II 11 11 Z r o to
Z �3v
c m C
pcn- •o.ao N b
D CLn �O O`"' a �Z S
n
A -0 a
e
r
r W Z
v 0
�Z
0O m m 00
D
G)Oi m
m
m m N
Z v+ M r
c ° 3
O D D I I D
T .'o b N N
�m� o o o
h7 r O n
o m H
C7 O O
y
00
O
Z Od
°0 m 11 0 �� ° O
�b o ��
LVI
N
3 3 3 +rn
N 0
m = 0 b n O
m r- m m ��
N Q�
N
14
O
O n
�-s a
S�� O
= I m I ►�
5 r 0 z CA
Ln m a
m + b
O
1 C
m
� h
/S
y b
x
G7 ~
z O m;Ua y
M Z LA L"
�i WNW
T T
v v v r
'o
W
8 li 1 fj! li I t V
's
r Co
aw
+Ar�ON • �M 3 c m
r NMI
m � y
�� D � b
N a � K � m�
o
0
m
v o0;
°a m
MD�,D � hr •.
�A
�Z �m
nm m �
7y 7o A 70
7v Im
m

04/166//111
N M A m m-V m v M M m v -0 -0 m v v
_r 3 ° N S
I
(r n
O 3 o O ° x - x rt o rtx - 0 0 0 � x p o o 0 N D � i C Q o 00 Q m C � ' ° a � ttC9
7 j O -O O ° 7 ° 0 n 0 90 0 CD m � 3 c ( (n N m N m D N v m m m
_ Qm
C O O m m Q_ Q_ m (D _ a
O O i
h c�'y 0 G
7 O 2.
A O• Q_ _ ] c O m m O 3 O W G
n p p S o n m 7 h
1
o J <° (� 3 o (n co o a m 3 r Q 3 `� : c°D m a O
(D ° 3 m m 3 Q_ 7 m
CD ° CD m ° ►� ° 3. a a a o
3 3 0 g v D° m 'n m 3 ►� A Q
c 7 °- m cr
o o 0 3 3 3 Q 2 m ° (o b
° 3 D o w z ° m H
o y D m c o
o Q Q 0 �.
S o ° Q
o � Q �
oz
C (D
s R
I I I j I X
-o o a s e x
5 I I L
2 (n <n M m -V m M m -0 v M m m v v-0 v v -V M v m v m -9 v -0 -V m m W A A N
C Q � x x x x x x x x ❑ o
o a (D c o o � o 0 0 o 0 0 0 0 0 0 0 o o 0 0 o rt ^
O �9 (D Q -Q -o v _ — v -Q v v 'o f1 v t7 — -Q v m (� p D n
a m m 3 — 0 3' 0 3' o 0 0 °' 3' a 0 0 0 0 0 0 0 0 0 3' 0 3' O o 0 0 0 0 0 3' 3' o S Q 'r
N (D N to N M (a (a 3 N N N N 0 to V+ om � Vf (Q 3 N 3 N � N to 3 Q (D
�f m 7 m m m m m b m m m m m m m m m m m m m 3 °
? y N Q_ n a Q o o f1 m o Q Q Q o a o o rt, Q C1 Q o o Q A A m y Q a
:3 CD M c m ►� < n Q O r) v7 (n c ° D ° fl o n o 3 3 0 ►�
y m 3 p C C O O m a m m m (D m m m (D ° O lQ (Q (Q
O 3 m o v v 3 3 3 3 3 ° °? `�7 Q a m c b
o 0 G7 ° cD m o 0 3 o Q 3 3 3° m °— e °° ° `° Z
° O D p -Oi. O O
o Q Q n m � Q m m m Q o r 3 o n o 0 0
a — a ;, F m �° 3 D
N Q �° o o < rn
° o o N 3 m C C p p p (1
m D (D nD m< < -c r 3 �'
3 m = p ° f^p uN, CD r r r 7 p
t1 w Q
CD 0 -• -' 3 N Q Q Q 7' (D
7r 3 iD '� �< OQ 0 p3 w in N ID 7C- (D CD (X-
b
m m c Q rn m o' (D
• 3 3 Q 3 i
S O O N
'7 3 3 m S O
Q
(D (D
C (D Z P-A�
D��o�l }_ A r®�
C
C m C C 4 `� D♦ ��O
_ _ 3 < O
p CD m m p 7v = v 0 0 v m m `O N N 0 p rn 2 W W K�
CD O O N O N W N N �° x m m I i f f �° x -°° x < y ° ° o °O (�D O Z d O_
T �_N+. n
n' -Q -0 -Q -a O m' 0 m m m ° o rn '`r 3 3 a an
o O (Q co O o Q
7 Q_ 3 Q_ 3 Q_ -I S S S S M 2 3 Q- 3 O r m m A " Q m m
Q m Q m Q m m o 0 0 o m O Q m _ y (�
m CL m CL CL m n> ° ° Q_ Z m Q m o ° o o Q_ v y m m _� m cQ < c .
0 o Q m m m m m ^' Q ' m ° o v° �ti f f ^ co
j m (D O Q (D 'Q (D �% O p O 3' -� f 7 m m S O t° • J Pv
T (i O �_ S OS j 00 (D m m C (D p
° 7 (D -0 O m 7 n Q O !y
V S W Q m m m 0 1
o S j Cr 3 D , 2 CD c3o j (D Q Q . O Q C O ? m ? n
C rT1
y
m m 0 o m o
CD
N o N
a � o a Q Q o 2 O o
Q c m C a N
O' m Q_ - m Q_
(D W `i
w N v
m
Q_
m m �. p
I I I I p O
i I I
m D O C C C C C C O A D (n (n D D p (1 O D p
w ^ S Q3 j Z Q" N Q Q (n m N G OS 0 � Q Q Q Q �
O O_ 7 r o_ m N Q Q D (D j Q- 3 < (D Q_ (7 °_
o m< Q Q Q C r v v Q m Q Q m m Q m Q m m— 3 3
> (D 0 ° o 0 0_ o_ Z m o O° N y Gl m o CD Q o — O m Q? o m Q
O d 2 7 j j Q m m m Q_ N O Q m m U) O O_ r Q_ d a ry O O_ °- (D 7
3 ° 3 G ° G O ^ m Q N N 3 z M M m 7 C D 7 3 O
° D m m Q o f (n ° C (n m Q- (n m Q G7 `° °
° N m n
Q f 3 Q 7
Q Q
�- 7 <n , �^ (� <
rn OW N 0 07 m Q_ Q S r r Q Q_ (D Q (•D
3 - (D Q 3 N m ^ m m (D 3 m
m
n' 0
0 � LA m
' r • C Q Q' C
`G .D CD m O' m IT
O m m
n X N
a o C N
N n in C
_ m
I• T m?
A I m I I I I

17- JUN -2014 I :29
R; \Roodwe \ ro \b4780- 1s- 1c.d,n 6/2/99
op
Dr zm -•-- m �� �1
a �n
o° o m m i u N
omm��mo >= c ooA +b
r• °— rovyoo+�+ -.a zru= mmm c.,,0
a m a 9 A o y$ m r r ___ w N z, r z qt)
b
cR����v�g�mirz�n� N m 1�7 �,0�, NOO OO
3 ~ � W N � •
Fci
rte:.
zx�'J}°s�m_c -'s�sr � mam a O�rA t�yi VJ
O b
CO
ig°—z
mmm:
00
yCIO)
0 o r Ig
RBI N RBI D
a va z e
n n �
-r• o
a s
rn aN � m
� C
u
sr 1"�1
s l,]
CJ� oc'i'o�CO
00 • 1)
ooOZ J
yy
c" OHO
It
tZs1 b K 2 E2 00
y O
Co
r o ry 2 r ur x o a/ �O yn
rtl
b y 00 b y�y
8
2 p mfi � z
0
°zy o
z mZ yrr__
y y T vJ
y O O .bb
2 y A O C CR OCu 00 zmm
0 0 O b b x O
01 Y y 2 b v
vyi C b A A _m :� W
^O O� bay. Y $S��N�y
ti N y y�
y O 4 A
00 m
Q °Z
z a o
'9 O
� N
b C
O
0 I
n=
0
D
r
rZ
Vm��aa�uwmmuuD
m��mmmmmmmm���z
0

F; I8478a_R dy_LyP.dgn
m
X
N
z
X
0
c
z
v
-n
N
N
rn
�N
DC) O
N m
rn --I
n O
ON
Z r
Oo
N
N_1• •
A 1` ,
r
(.1
Z rn Z�
O m
�N N
N
rn
.9C
o
'O
N ` O,
to �
OD
z
C
0
m
N
m
.ti
m
OD
N _
N W_ N
Oy
m ri ;°
C
w
�
N
�
I
rTI
rn r—
r
O
O
Z 0
O
�mW
D
z
10
D
m
W
;K
O" N N
Z rn
`>
0
CA 0 0 00
4
000
5 v
�
r
x
0
000
m D
Vf V) N
X
DDD
I
II
I
0
n
c
m v
o -4 cn
< N
N
I
I Xm
DO
00000
= z
.
D
0
O
m
Z
—�
m I
x II
I
+
� I
z
v
U,
Z
00
z =
0
N �
o
1
O Dn
N
I
I
o
'O
N ` O,
to �
OD
z
C
0
m
N
m
C7
(v
m
OD
N _
N W_ N
m ri ;°
>�o
0
"9 n
<
rn-
rn r—
r
O
O
Z 0
O
�mW
nCA
z
10
D
m
XT
;K
O" N N
Z rn
+ ++
0
CA 0 0 00
D
000
5 v
000
N
N N
000
m D
Vf V) N
X
DDD
I
II
I
OD W N
m
+ ++
m v
o -4 cn
< N
ONO
I
I Xm
D O
00000
= z
D
C I
I
m
—�
m I
x II
I
Zv
� I
D
z
o v
z =
I
N �
N
1
C
N
rn
D
r
N
rn
n
O
Z
Z
O
X
N
z
70
0
C
z
v
w
v
C
o'
m
N
m
C7
(v
0
N
OD
m
z
0
>�o
0
N
�
O
O
�
O
Z�
z
T
10
D
m
XT
'
C,
y
m
N
I
m
sw
`
I
II
I
n
CD
`
m
I
I
I
I Xm
_
N
N
C I
I
I (mi
I
m I
x II
I
� I
I
I
I
1
O Dn
I
I
C
I
I
o
00
X
I
I m
p
os
=
I
I
N
O I
I
m
I
I
1
I
I
s
oa
o
•
m
N -n
k. '`
m
C
CA
N
p.
v
lo
m
o
�OD
�
0
mm
=D
o
>m
2
N
z
m
0~
.4u
m
X
N
z
0
C)
0
C
z
v
r
C
o'
m
N
m
C7
(v
0
N
j
�z
z
>%
><
<D
>�o
0
�E
O
O
r
Z�
z
T
o D
D
9
G
y
m
m
"
m
O Dn
cn
p
os
=
<ao
m
s
oa
o
•
m
C
lo
m
o
mm
=D
o
>m
r
o'
�z
z
1>
0
�E
r
Z�
z
z�
mmmm
i
z
z
Z
o

"' 'I U14
P.:�Ftoawa ro . X84780_ P.du_psn.dgr.
Z Z
O O
m m
N
m
i 4 �
mp
- O
FZs
r=
omN
r
- z
r
m
ma,
amN 1
~
K
n
N
In a ,
+ +Z
C)
"
00�
n
s
r
yw
Np
KN
■ 1
1:
�
Z Z
O O
m m
N
m
i 4 �
mp
- O
.. Z
r
Nm0
m
amN 1
~
K
n
N
p a
Z Z
O O
m m
T
O o
I�
yl
IA �NI 6
OBI a $
wn E
m
o �
c
Ali
0
a
.Yb'4S� N
.ac.�aer
/ L
A In 0 0
a " �At
mti � S
O �N
c;m \Sri/
Na
CK
C' 7
0
N
D
00
O
O
O
O
M
Z
v
Ln
D
u +a
So> 0000g
00
3 .Z5.8b.65 N
o
n
N J 5 70
N OK m
T N AA ^J
D / ,
Im °u
r Z o $ m l
J� roo �
o �i I
I'
g$ I
O �R�
{S I
S
RRS
9139
6n
g 73'51.18•
18.12• v
.Y2'Y9
Mall Q[9 S
EIL
L c +
I'' 0
om °
ooc °Oo
° �✓
���tllnp -mNi
�1
r ■
o
L.-
m
S
Zms
>�
+ yC n—
0
N G O O 24
O y
)✓ // � O N N
00. O� gm
000UO >O �g
— F O } eAf�K
og
2 _ <
m m
m
T ~ O O O
�- $08o Av
_ N v
a
c Qo mL6644S
I /
P
$SSz
RRR
S^
5/:7ip9
A`NN O
N
1
r
1
:0 - oD,v
O�NV1p�
�2
�O
qb
Pr S/o R-0111-114,
N
rr
Opv
.. Z
��cZil
Nm0
m
y52 2
;
o
VN0
Q Z X
+ +Z
m
00�
"' Z
�r mz
-I�<
000
-DixO
Lnw
N N m
MM
HN'
1�=
DDO
D rn m
xx MM
mNr
W A z
N(
+ +v
n
OOA
v
'{' O
r 3
�0
=
A 1,
Q°Q M
I
m r
C I
7C lox
���
M D In
�lA
_
ZOD
N 00
N
Tm
�0+
O•
M
v o
n I
C
' �
n0
r
rn
M
�
=D
M
°+
Z
N
014
N Ut
T
O o
I�
yl
IA �NI 6
OBI a $
wn E
m
o �
c
Ali
0
a
.Yb'4S� N
.ac.�aer
/ L
A In 0 0
a " �At
mti � S
O �N
c;m \Sri/
Na
CK
C' 7
0
N
D
00
O
O
O
O
M
Z
v
Ln
D
u +a
So> 0000g
00
3 .Z5.8b.65 N
o
n
N J 5 70
N OK m
T N AA ^J
D / ,
Im °u
r Z o $ m l
J� roo �
o �i I
I'
g$ I
O �R�
{S I
S
RRS
9139
6n
g 73'51.18•
18.12• v
.Y2'Y9
Mall Q[9 S
EIL
L c +
I'' 0
om °
ooc °Oo
° �✓
���tllnp -mNi
�1
r ■
o
L.-
m
S
Zms
>�
+ yC n—
0
N G O O 24
O y
)✓ // � O N N
00. O� gm
000UO >O �g
— F O } eAf�K
og
2 _ <
m m
m
T ~ O O O
�- $08o Av
_ N v
a
c Qo mL6644S
I /
P
$SSz
RRR
S^
5/:7ip9
A`NN O
N
1
r
1
:0 - oD,v
O�NV1p�
�2
�O
qb
Pr S/o R-0111-114,
o>
8
o
°•
.. Z
=
m
y52 2
;
o
Z
0
K
�r mz
W An
m
Z
O

111111
Isom :::::::::memo
.... . . . . . . . .. .. .. . . . . . . . . . . . . .
: : ::::ORimm ::: : : : : : : moon soon
........... on :
...................

..............o.0 u
. ou.o.1
.......... ...............................
.......... ...............................
:::::::::::M :: URK
. . . . . . . . .. .. . .. .. . . .
:. . . . . . . . . .. . . . . . . . .
....................
....................

I ....0 .............
....................
....................
Now
WHOM
on SUN Hillimmill,
alUill MUUMUU
/..//.
MMO
000 NOME
MEMMEMEMEMMEMEMEMEM
......M....M... OOi

.U.l ................. IMEMESSIMMISIMMEN
. ...................
. .... . . . . . .. .. . . . . ..
. . .. . . . . . . .. . . . . . . . .
...................
. f . . I ■ ■ .
MOO
...................
0000 ................
0000000
. . .. .. .. . . . . .
.. ..................
loom
IMMMU .. . . . . . . . . . . . .
....................
. .. . . . . . . . . . .. . . . . . .
. . . . . . . . . . . . . . . . . . . .
. .. . . . . . . .. . . . . . . . . .
. . . . . . . . . .. . . . . . . . . .
.. . . . . . . . .. . . . . . . . . .
. . . .. . . . . .. . . . . . . . . .
.. . . . .. . . .. . . . . . . . . .
. . . . . . . . . .. . . . . . . . . .
..............................
. . . . . . . . . . . .. .. . .. . . . . . . . ... . .
. .. . . . . . . . . . . . . . .. . . . . . . . . .. . .
.. . . . . .. .. . . . . . . . . . .. . . . . . . . . .
. . . . . .. . .. . . . . . . . . . . . . . . . . .. . .
. . . . . . . ... . . . . . . . . . .. . . . . . . . . .
.. . . . . . ... ... . . . . . . .. . . . . . . . . .
. . .. . . . . .. . . . . . . . . . .. . . . . . . . . .
8161 :: on: noon m:ee6161e61e6161e :81:61::::::
: :: : m :
.. . . . . . . . .. . . . . . . . . .. . . . . . . . . .
. . . . . . . . . .. . . . . . . . . . . . . . . . . . ..
::moll:::: mom : :....H::::::::
.. .. . . ... . . . . . . . . . . . . .. . . . . . . .
..............................