20041137 Ver 1_Complete File_20040712

F wA7-
O?o
,g
A
0 Michael F. Easley, Governor

'?'
m
T, William G. Ross Jr., Secretary
North Carolina D
f E
t
t
i
t
d N
l R
r epar
men
nv
o
ronmen
an
atura
esources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 20, 2004
Caldwell County
DWQ Project No. 041137
SR 1349 (Roby Martin Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Mike Pettyjohn, P.E.
Division Engineer
N C Department of Transportation
Post Office Box 250
North Wilkesboro, North Carolina 28659
WETLANDS 1401 GROUP
AUG 2 5 2004
WATER QUALITY SECTION
Dear Mr. Pettyjohn:
You have our approval, in accordance with the attached conditions and those listed below, to incur the following
impacts in order to make improvements to NCSR 1349 (Roby Martin Road) in Caldwell County:
• 135 linear feet of new piping and riprap (70 feet of new pipe and 65 feet of riprap) to Loving Branch, Mitchell
Branch, Spencer Branch, an unnamed tributary to Spencer Branch, an unnamed tributary to Little Mulberry
Creek and an unnamed tributary to Mulberry Creek; and
• Temporarily dewater approximately 100 linear feet in the following streams and locations, Loving Branch
(Sta. 20+90), Spencer Branch (Sta. 51+30) and Mitchell Branch (Sta. 93+50), during culvert installation.
The project must be constructed in accordance with your application dated July 8, 2004 (received July 12, 2004),
including the environmental commitments made in the application letter.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos.
3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In
addition, you must acquire any other federal, state or local permits before you proceed with your project including (but
not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 Permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts
to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
water standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper No tttCazolina
Mr. Mike Pettyjohn, P.E.
August 20, 2004
Page Two
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. NCDOT shall comply with any conditions or moratoriums requested by the NC Wildlife Resources Commission.
Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
5. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site
for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of
existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow.
6. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established in
the culvert following installation and to provide aquatic life passage during periods of low flow. These
measurements must be based on natural thalweg depths. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced,
and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow
through without freefalling or damming on either end of the culverts during low flow conditions, to maintain
aquatic life and/or fish passage.
7. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored
to natural geomorphic conditions.
8. Any riprap used must not interfere with aquatic life passage during low flow conditions.
9. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
10. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream.
11. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
12. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts. Instream dredging has catastrophic effects on aquatic life, and disturbance of the natural
form of the stream channel will likely cause downstream erosion problems, possibly affecting other landowners.
13. All work shall be performed during low flow conditions (below bankfull).
14. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion"
form to notify NCDWQ when all work included in the 401 Certification has been completed. The responsible
party shall complete the attached form and return it to the Transportation Permitting Unit of the NC Division of
Water Quality upon completion of the project. NCDOT is strongly advised to send in photographs upstream and
downstream of each structure to document correct installation.
Mr. Mike Pettyjohn, P.E.
August 20, 2004
Page Three
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
r
Klimek, P.E.
Attachment
cc: Wilmington District U S Army Corps of Engineers
Heath Slaughter, Division 11, DEO
John Thomas, USACE Raleigh Field Office
Transportation Permitting Unit
Mike Parker, NCDWQ Asheville Regional Office
WETLANDS/ 401 GROUP
69.A
4?NON,
JUG. 1 G .20
04
WATER QUALITY SECTION
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 2761 1-5202 LYNDO TIPPETT
GOVERNOR PiioNH: 919-733-2520 SECRFTARY
July 8, 2004
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120 0411 3Y
Raleigh, NC 27615
Subject: Nationwide Permit #14 & #33
SR 1349 AB (Roby Martin Road)
Caldwell County, North Carolina
Project Number: 11C.014057 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1349 AB,
Roby Martin Road in Caldwell County. Total project length is approximately 2.7 miles. The
roadway width will increase from 16' to 22' and will be paved. Impervious surface area will
increase by 1.9 acres. This project will require the replacement of six (6) wet pipes as shown
below:

Station Number Existing Structure
Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
20+90 40'x 72"x 48" 50'x 72"x 48" 15 25
51+30 40'x 72"x 48" 50'x 72"x 48" 15 25
72+80 40'x 36" 60'x 36" 10 30
93+50 40'x 72" 60'x 72" 15 35
103+40 60'x 24" 60'x 24" 10 10
140+15 (driveway) 20'x 18" 30'x 18" 0 10

Total Stream Impacts =135 feet
The replacement of the wet pipes at stations 20+90, 51+30 and 93+50 will require temporary
dewatering. An impervious sandbag dike will be constructed approximately 20 feet upstream of
the existing structures to create a small pool. Clean water will temporarily be pumped around the
construction areas and will be discharged into a buffer area downstream. Any dirty water located
P. O. Box 250, N. WILKESBORo, NC 28659
PHONE [phone] FAX [phone]
Mr. John "Thomas
SR 1349 AB, Roby Martin Road, Ashe
Page 2
July 8, 2004
inside the construction areas will be pumped into a silt bag. The dewatered area at station 20+90
will total approximately 0.008 acres. The dewatered area at station 51+30 will total approximately
0.006 acres. The dewatered area at station 93+50 will total approximately 0.014 acres. Once the
new structures are in place, the impervious dikes will be removed and preconstruction streambed
elevations will be restored.
Construction of this project will require impacts to waters of the United States in the Catawba
River Basin. The wet pipe at station 20+90 carries Loving Branch. The wet pipe at station
51+30 carries Mitchell Branch. The wet pipe at station 72+80 carries an unnamed tributary to
Little Mulberry Creek. The wet pipe at station 93+50 carries Spencer Branch. The wet pipe at
station 103+40 carries an unnamed tributary to Spencer Branch. The wet pipe at station 140+15
carries an unnamed tributary to Mulberry Creek. All of the above noted waters are Class: C
waters. This project was reviewed for the presence of threatened and endangered species on July
6, 2004. This project will have no effect on any federally listed endangered plant or animal
species. The State Historic Preservation Office has reviewed this project and did not request any
survey work.
The proposed project should not remove or degrade existing water quality uses. Pipe sizes used
will be the minimum necessary to create a safe roadway. By utilizing the erosion control
measures outlined in the attachments to this application, downstream water quality standards will
be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401 /Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
Heath Slaughter
V
Division Environmental Officer
Mr. John Thomas
SR 1349 AB, Roby Martin Road, Ashe
Page 3
July 8, 2004
Enclosures
cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Mike Parker, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Kipp Turner, PE, District Engineer
Michael Poe, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer
Office Use Only: Form Version April 2001
USACC Action ID No. DWQ N
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #14 & #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hter a,dot.state.ne.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Heath Slauehter, Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaug_hter n, dot.state.ne.us
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1349 AB, Roby Martin Road
2. T.I.P. Project Number (NCDOT Only): 11C.014057
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Caldwell Nearest Town: Lenoir
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
20+90 DD: 35.9775 ON, 81.5986 0 W, 51+30 DD: 35.9716 °N, 81.6047 0 W
93+50 DD: 35.9671 ON, 81.6166 0 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Residential/Farm
7. Property size (acres): Approximately 16.3 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): Loving Branch, Mitchell Branch,
UT to Little Mulberry Creek, Spencer Branch and 1 UT, UT to Mulberry Creek. All are
Class: C waters.
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/neaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1349 AB.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks.
12. Describe the land use in the vicinity of this project: Residential/Farm
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United Statcs/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
linear feet
Type of Welland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn'//w??w.fenui gov.
* * * List a wetland type that best describes %vetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Station No. 20+90 Pipe replacement 10 feet Loving Branch 4 feet Perennial
Station No. 51+30 Pipe replacement 10 feet Mitchell Branch 3 feet Perennial
Station No. 72+80 Pipe replacement 20 feet UT to Little Mulberry
Creek 2 feet Perennial
Station No. 93+50 Pipe replacement 20 feet Spencer Branch 6 feet Perennial
Station No. Pipe replacement 0 feet UT to Spencer Branch 2 feet Perennial
103+40
Station No. Pipe replacement 10 feet UT to Mulberry Creek 1 foot Perennial
140+15 (DW)
Miscellaneous
All of the above rip-rap
placement for 65 feet All of the above 1-6 feet Perennial
stabilization
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
darns (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditell ing/straigill cning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w11w.urgs.Rny. Several Internet sites also allow direct download and printing of USGS maps (e.g., \V\+w.topozone.com,
w-%vw.mapcLest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135 In. ft. of new permanent impacts.
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
20+90 Temporary Dewatering 0.008 Loving Branch Stream
51+30 Temporary Dewatering 0.006 Mitchell Branch Stream
93+50 Temporary Dewatering 0.014 Spencer Branch Stream

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
By utilizing the erosion control measures as shown in the attached drawings, adverse impacts to
streams in the area will be minimized. Since this is an existing roadway, the stream impacts
cannot be avoided. However, the replacement pipe lengths will be the minimum needed to
safely construct the paved roadway. All appropriate BMPs will be used during construction.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 21-1 .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.nc.us/ncwetlands/stmiRide.litmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at h»p://h2o.cnr.slate.nc.us/A%W/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
• Zone 1 extends out 3U feet perpendicular tiom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface area will increase by 1.9 acres. All appropriate best manaeement practices
for sediment and erosion control will be implemented during construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Suture Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lcnoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I 1 of 12
ATP
`
Ial
/Ij
\ `r •\ ' / , e ROCKKNOVI 15
Y i''•t •w•^e e,. r E.LY b]aD \ 1, 7: t` ass/--'?l? a :uII Cnva
1?12 F,
(. •?^°Y.fi t
cm.
BI-LYS GILL "OB L r.
` i 2
1 •l,c
' Goo:.. F? I r+eeon?Ot/N
CneC.l T N ?Fel SD
141 A4 IllO I•?y 1\ u 1. r .'f 3
0,001,
' N YPdiM V1
1F + pVP 'FLe
11! ' 13" N A T 1 O N A L!°t'so?
4 HIGH Knoe u AI <? . v%«.ood j
:1LV. tax .fie Sa JK,T .\? _ ' -- e'er' GnESrnur '? . ,• /
f ?/./ ca. ?' n ) MTx . 1L 1594
Gov., _
'? ?' Ch ? V ?i.?a ?' l PcN!aor,• ,F.° Il 16ie .??
i' JOE VVNIT` •-'_+? r l..p y iT !^roa..in
(.'TTI. \ - / ,? •? !j?4 1 Voiuy Cn
A '
wrt ner !? ( KJ6 sKNOe
SAND INDIAN GFAVE ,' (, r1'?
\ , r FLETGHER
M-N. 54
w,, on+e
ROCK \ '? f Cn.L rI
' KNOB 11_? • OIIVN / `r, ``)? , ''V1 le
F O R E S T =4 / en ..'' °-° l - + h ? - : i _ • Lmser Clads O
ADAMB IITTI.
BR-1, .r ?e?,, Cds'tvlih ?
MIX KGRASSY ` 4,(? ? ;,'• ' / ?•: ?`
ILAI 1Y KNOB
BEACH
1370
--j-? 401 Ills,` e , .a - , , 1 Ou n ?/ '?
1320 [1:4
At , 1_i4 e ? ' N19R7TEN ITN.
,ElEV.21a6
1471
fill y ?,, lva 1 / =. _ v, ;4
.,{ .i ` . ' ?'r+• ' .^ ill/ '1 ?, 'fie Fw r - -'
9 _
,? " a t ! Con-oya CF,opel ' ROl1KII)1FTTJ. ` ? • ' r-•"'? t~ fyt ,N '1 _, - a
a,C C ,..Tory 2Z t ea ?L:NOiR
ae 'are l 8 .+,
-!54 1296 Il° 1 rQ Res . ?. an . .
FICh.p.1 143
ooei
L "Te ,?,e 1I2.3 GAMEw:u
L4 W Hr on
h-d ? ?1 \ r
s 13qq
IM, .'
1! 7 1 9%
H-IG 1 o r 3I "i ?1
A, .,-?\ e ? •tr-,- J•` - I, /rf' ', ,\ ? ? i HU0.50N :1
m, NTAIN
\ ?rt ntinwr`:??` ? 1 ?, , ? , ? % •?'" ? eel
V. i
v N?)
?\Jl ?•/?? J r? •r/ i? ?'r •`? r `l 01 '' -? ?i r.. \,? I ( ?? 1
r`\,\? ?_?L ;r:'r" /!!'tr 9, ?/ t/-?^ _=3?;1 - _ } ? - '! ! •?i'. 1; f( ..q; I .\I 1`
1: 6
O 1 l l - ) Y/ i?' u
`I j i `? \ ??'1, ,? ( -?,` ?.?t'\, ? 1i / 1 ' -\- ?a?\ 1,,\ ? r _? ?'? - 20+90 ..1. ? ? ?u ff. .•rl,?
V1 X
1\ i 1 \l \ •? \ l\?\ i, f ? \ \t (? ?/ - !r 1 ` ? ' ? A '1'1` ?-/ t: Q •/' ?' l `?• • • / f •?
1270
\ ., \ ._11 i ?l'i ' ( i',_ it f , •??' --- 60 -
51+30
1 ? X,
93+50
Cis .)'??- ?;' ? •;\ ; 1 ?. _,, \ -// ; ? - ' 1 _ - ` `?_ , 1 ? ,` 1 ??\'
`SR 1349 AB
1360 „•
C ? `? ((• ji \_? `? ? (.?? ?, ;%'li ' bG ? „? ??? ? (-^,` \ % , %. f ? ._ 1, , ` ° cal
tut,
V` `, ,? -i\??` ` - •1 f 'S\ ``'f?r f '•i'' ??'\ ?• fir.
YX,
>• ?'??f'f I ?: `.,r r' ?_ , ;, ?t'I i; d+?f !t' 133` ? f Vievw,`
1. ,-
Ax,
-- //'':' . D _ r ) l / `\ / t • t / // r 1360 ,
_ / //('_ it 1 - - _ •- 1: ` i•'`-
I`l- ll?7i'40p \
%
?:? ' _ ' Ilia 1y ? 1 1 l•• i / 1 / ?% ? . ..r. _
Copyright (C) 1998, tdaptech. Inc.

3

VWNT
lr eq .
t?
5. 6. 4it
1) Inlet view at station 20+90 on SR 1349 AB, Roby Martin Road, Caldwell.
2) Inlet view at station 51+30 on SR 1349 AB, Roby Martin Road, Caldwell.
3) Outlet view of wet pipe and failing endwall at station 93+50.
4) Shoulder failing and bank erosion at station 93+50.
5) Downstream view at station 93+50.
6) Downstream view at station 103+40. There is a lot of sediment in this creek. Water appears to be
coming from a very turbid pond near the roadway. The area appeared to be associated with a minor
nursery operation.

i
t i
i
7
? yyyy e e firth i

PIPE INSTALLATION
1. Install erosion control devices. In streams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.
2. Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project.
Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project. Where possible, new grade will be below
existing stream bed. If needed, bedding material will be clean stone.
4. Place the new pipe and compact backfill.
5. Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measure.
6. Establish permanent vegetation as soon as possible.
7. Remove rock silt screens as soon as possible after vegetation is
established. Prior to removal of rock silt screens any accumulated silt
must be removed.
GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of six feet by three
feet by three feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 868 and Section 1042 of
the 1990 Standard Specifications for Roads and Structures will be followed.
Any material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary Silt Basins shall be installed before clearing and
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed after
clearing and before grading.
Temporary Stone Ditch Checks shall be installed as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as the pipe
is installed.
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
CALDWELL SR1349
ROBY MARTIN ROAD
STATION NEW PIPE SIZE EXISTING WET PIPE
WET PIPE CREEK SIZE
5+60
13+05
16+80
*20+90
26+50
31+85
37+45
40+95
46+45
*51+30
51+50
57+60
64+00
68+70
72+80
77+15
85+00
88+40
93+50
103+40
107+50
114+66
121+00
131+70
135+00
DOES NOT INC[
*REQUIRES HE)
50'X 18"
50'X 18"
50' X 18"
48" X 72" X 50'
40'X 18"
50' X 18"
40'X 18"
40'X 24"
40'X 18"
48" X 72" X5'0'
40'X 18"
40'X 18"
40'X 18"
40'X 18"
60'X 36"
50'X 18"
50'X 18"
40'X 18"
4,o' y, 7z
60'X 24"
90'X 18"
50'X 18"
50'X 18"
50'X 18"
40'X 18"
.UDE DRIVEWAY P
kDWALL
48" X 72" X 40'
48"X72"X40'
40'X36"
40'X 72"
60'X 24" CONCRETE
IPE
NO
NO
NO
YES
NO
NO
NO
NO
NO
YES
NO
NO
NO
NO
YES
NO
NO
NO
YES
YES
NO
NO
NO
NO
NO
6'
3'
2'
6'
2'
WET DRIVEWAY PIPE
140+15 30'x 18" 20'x 18" YES 1'
V)
W
?
` o

N N
W 4!
2
O
? O
Q

N m
Z
?

0
J Lij
Lli
l W t/
I W
Q
? v n
0

v n

W
z
0
1
N
X
w
r
J
LL
t
z+Qm
F
LL- W
0

U Z H
to
0 m O ct
W O
Q U U Ld
W
= J
B to

O W
OW 0
0 Co W
~ d W Z -J'-
0 Q Z I- Q a W
J
Z
O
-
j

J O I-- (n i
-
Q
LLJ
U) 2 Cn O
-
C) Li
U(nM O
? F-ZW p i
0 J O :i
_
a 0
W Z
0 W CO CO
F-
U)
z
LLJ <E Lf) U) <r
= J CC U) (n
m
~
_j Oa z
¢
D
w 2LLJ3pm
0 W F- CL W CL
W F_ >- >- m W W
N ¢ W W F- F- ? CL F-
x OCr- W>- UF- F- a
U O J
Qa.?W }.

x U) X <1
W W OUOQ J
Cl
•
U a 2: F-'OW Q g
cr a: W Q U .-..-,
W 0 OF-2aCC O W O
F- W
J J J J IY W
J J J J O W w
a a a -T M CL D --•

f
l6 a
c'
L J??
s?
.?i
i
I
a
9 ILd
? Jf
t
a
I <
1
1
1
1
1
t
1
I
I
I
I
1
I
/N
w ?
U Q
Q J
J ?
d
W
ml x
mm
t (Y)
WZ
U a
Q J
J a
a
w
fr
m x
4 m
w
z
0
F-
N
Ir
w
F-
J
LL.
•V
0
N
ti
W
tn'
f MAT H
W
O
N t?q
a
W
1-
J ..
LL.
W c?m
z
O
I --
V)
Er :7;
W
H
J
LL

O
+

7foom
S
i
a
e
fi E
3
q h ?`?1
7 i
a
0
0
vI
W
Z
O e?
¢ u~i
w
F- {
J 1
W
.,F
4fOODO
al
A !'
s
11 r
W
N
W
Z
O
cr
w
J
LL.
W1?
Q CL
a.
W ?n
M x
n m
+ LO
LINE
0
w
tzn
¢ MAT H _

Z
0

Lf)

ww
f x

LL
f
., d

d
q
LLJ
O
cr-
w
J
LL
O
9fWM MATCH
L
J
}
h
i
a
2
i
d
I'
W
Z
I O
N
W
F-
J
W
'N.
3

i y

? t
.
W Z

4 u a
a
J O.
a
w?
m ..
' x
r
w
Z + m
M
O
l (n
wW
F-
J
LL
r
Y
IN

0
Q
W
Z
19+110
n a.ao
W
z
0
H
Ul
Ir
w
f-
J
W
Z L1.
0
w
r-
J
w
O
R+\\?.LL3? v
W
Z
O
N
cc
w
J
LL
/N
w Z
U a
Q J
J
a a
s
w
Cr lfl
.? m x
t
f
t
U
}
W
Z
O
I.-
cr-
W
F-
J
U.
15+QOA0
. 50
LLJ
O
F-
U) Y
w
F-
-J ? f
LL g
.] 1
k
}
i
k
f
M
+00,00
`V Z
Q? uj
0
r
to
0 ti l
J
lL
LAJ
L&I
N 23+00.00

Z `s
O
H
LLI
LL
1
2lfQOM
+

Ld
Z
O
F-
U)
cc
W
f-
Li
22 J
MATlH
19+00DO
/N
f
3
?V
Z
as
J
2 a
Q I!'1
:f _) X
d/ + m
(`7
9
W
Z
O
? x
Ld
Li. a
J
,Y
LLJ
Z
O
<? II y N
LLJ Z
F-
.-J ? O J
a
in
o a
L9 --?
Ln x
m
i
r
/N
0

W
Z
29+oaoo MASH;
LJ
Z
0
U)
LAJ
LL
;Igfoolw
I
I9
3 4 ?
W
Z
27±XM I.- J
In
w
tl•?
w
Z
O
Ln
25+ it
w
J
LL
,24+OODO MAT
a
0

E'7
17
i i
1 i
4 't
Y ?
I
{
4

W
Z
O
N
x
hi
J
LL
/N
34+00,00 MAT H;! 5
W
O
Z
w
d
LL.
9
W
W
y
9
i
t ?
e
W
Z
O a
F-
W
w y
LL •?
CC)
+ ???sa..?r ?rrr 1?
W
Z
O
F-
N
c 3
W
J
LL
a?
301
T
g
i
s
a
co
t
R
d
7-
MATCH
T?
a
a
3
91
?I
91
Vi
N
w Z
U
a
J J
EL a.
w
LDD X
+
W
Z
O
P .-
U)
cr
w
F-
J
LL
0
w
ti
W
tn
39+OODn
T H?
?I
/t
W
z
O
F-
Ln
rr
37+OODO
W •?
F-
J
LL
w
z
O
F-
N
w
w
F-
J
W
35+OOD0
3 +OOm
i
5
i
a
i
17 ?
i i
a
}
1
I
i
:j
f
i J
?J
0.
1„
F,J
,y
c
Z
oa
O J
Qa
LO LO
CO
W t x
Z
O Cl)
N
cr
W
F-
Ll.

i,
s
3
B
4
0
Ql
W
i
v
44+00.00
43+00.x00
42+00.00
.h {
L?
w
Z
N ?1
C
W
J i
ii 7
w
z
O
F-
N 1
w
F
LL.
± \<
z
Q
J
a
LO
xm
II
I w
III Z
4 O
J F-
N
f cc:
W
I J
W
40 +00,.W W
Z
0
t-
N
cc
W
J
W

39+QOD0
I
3
i
i
L?
t
7
1
i
t
?i
as
i
I
I z
w
.? " a a
3 ? J d
4 w?
v x
N m
i
'I +
IN
k7. 1 LI
O
O
W
6i
49+00.00

LO
m
t
0= w
47±
Z
O
f-
N
Ir
w
r
J
LL
LO
t
w
z
O
r
N

O w

LL

45+00.00
44+00.x00
i
a
® I
Na? 1
j
1
7
F
1
ag
I
?i
56
1
4
S
w
f
T
e?
i
1
3
ES
`i
.i
f
e
a?
w
z
O
N
w
J
11
w
Z
O
r
i N
cr
w
r
? J
LL
®>t
Z
Q
J
a
LO
X
m
7
w
Z
O
N
W
w
F-
J
LL

0
ti
W
Z
P.
54+CVM MATCH
f
W z
QQ
CL a
¢ 3
In x
In ? ®y '
+ B
53 TODD `?
4
i
a ?
P
LI u
i'
Z a r
Lli
u Q
J
j CL
win y
¢ x
O (h B ii
_j Q' B
U + ('1 ill
----------------
tc)
W
J
W
50+00?

49+Q=

IA
Z
W
U Q
J
Q a
J
d LO
W .?
Q
x
in
t? m
+ N
Z
W Z
?
a
w (L
_j c
J
LL In I x
O
+
Cl)

Z
O
F
cr
W
F-
J

0
N
W
59 f00,00 MAT
w
z
0
58+OOM
w
r
J
LL
1
57+QOIaO
a+oom Z
w¢
U J
Q .
J a
IL ;3
LL)
m
Lo m
+
54+OODO MAT
y
i_
r
v
a
v I V9
t
3
F
l
v IV
a
'd
3
j
V
1
i
4 e
w
i
w
z
0
0
LL)
F-
J
LA-
N.
0
LL!
Z
V,
W
Z
O
r
O
cr
w
r
J
LL
?t
62+QLS0
61+Q=

f
W
Z
O
1
N
X
W
H

W
59t MAT
. rI
Li N
F
y
a
i
I
-. E

A, I
01

01
0
vI
71
N
W
Z
O
I .-
in
cr
w
r-
J
LL.
4
m
0
P o
f-
a
LQ cr
w
t4i t
LL
67+QOD0
W
Z
O
r
N
cr
W
F-
J
LL
y
W
Z
0
a
W
F-
I? IN

?t -
g

w
Z
0

w
3 ~'
J
LL
- 'I
} :I

W Z
U
Q Q
J
® J
a C„

_I W
¢ in
B X
C!D
+

?I
91
65+0010
r?
i
64+OOM
w
Z
O
F-
U')
W
W
r
J
i
j
1

Q
U'l
LLJ
W
ai
74+Qp.00

W
Z
O
N
W
r a
LL
k
73+OOM
co
W
Z
O
cr-
W
7 t ``

7f
:?j
I- m
r- Cl
_, 1l
69+0D110
k
9 ?.
•i II
J
k
i
i
W C
1
w
e
J
e

0
P. V.+ Y

5
W
Z
O
r
N
cr
W
F-
J
LL

W
Z
O
O
cr
W
F-
J
LL
W
Z
O
in
W
F-
J
W
1
W
Z
O
N
X
W
J
LA.
Y
0
10
'-'•.
W
Lai
tT
v I
79+Op,Qp
w
z
O
L)
c
w
r
J
LL w
z
O
F -
W
cr
w
r
J
LL
n+oom
75+Q=
74+DO.0D
w
z
0
I --
U)
cr
w
r
J Z
w LL Q
z J
O O CL
N r
?)
(t to
w
r + ?
J ?
Li

3
i
z
* !E ? v
V 3 i J
0.
p
V,
pE I
0
0
`J
r ii
W
z
O
1--
N
LY
w
r
J
LL
w
z
0
I.- z
Ln O
x I --
w in
F- Q-
J w
lL r
LL

ea+Oooo
O

LLJ
W
Z
w
z
0
I--
V)
w
J
Lj-
T 1
f
0
ai+oom
w
z
O
O w r
U U w
r
J
l-
79 fOOM MAT

al
0
117I
0
3

u c
t MAT H
W
o cr
w
LL.
o ?
W
i
Z
O 333...
N
cc
W
F-
_J
1 \ ?a
4
r
a
i
a?

f
1
W
W I
LL. ?. 85
`I
{
? ! l1
84+00,00 AM 'H,!l
l
W
z
0
IN
cr
W
1-
J
LL.
W
z
O
N
x
W
r-
J
LL_
'N.
0
14
w
VZ)
N
4f w MAT H? yM -.
LL.
;w
F
93?0D0 0 LO
N x
cr
M mZ
W U-)
a
C) -J
I W °
LL I. I Iz
?I

91 ?I
+OODO W
Z
O
F-
N
cr
W
1-
J

?a
?I
89+op.w
MAT(
fl I
N
W
Lai
99810110
m
Q
f
w
z
O
I --
Lo
cr
w
r
J
LL.
2z+aom
w
z
O
r
N
cr
w
r
J
LL
'AT
I
_ I
F
i
0
vI
V
ol
91
vI
ol
Z
w
z
O
r
N
4 w M,
r
.7 r-
9 1 `c
n
Q
o a
Q ?
m ^
m x
m
CD
O
N
w
N
104+00.00 w MAT
r
J
LL
1.
`''M
103 f00D0 v
W
Z
0
r
N
M
W
r
J
LL
102f00D0
IN
ii
ti
Z
0 a
C) a
Q
t x
t
W
z
t
L
I
J
/O/foopo
W
z
0
r
N
X
W
r
J
LL

c?

Z
Q
J
a
x
m
v
J
0
N
W
VZII
109
w
z
0
N
I?7 - w
11Ji
L!
y I
a f
I'?I
w
z
0
N
w
F-
w
w
LL
+
ion+aom
w
z
O
F-
N
w
F-
J
LL
10sf00M
?i
AI
105+OOM
Ld
z
0
F-
N
104+00,00 w M
F-
el
?I

w
z
0
N
w
F-
J
LL
0
N
W
iia aom
1/3+00.(aD

m
t
w
Z
O
f-
N
cc
w
r
J
i
/10+00,00
I09f
MATClh
w
z
O
f-
U)
CL
w
J
LL
:Z
fl
ti
T

i
?I
i
yy
s
,7 U
i;
Z
} X
lI9+fX)Il0
O
a
N
W
W
z
o
Ul)
W
_J
LL
m
LO
t

W
z
O
Ln
cc
w
F-
J
lL
i1stoom

W
z
O
F-
Ln
L
/15 W
F- C
LL.
J C
----
t
L
/ f MAT H?_
0
N
ti
W
Z
X24+00.(10
123+OODO
W
z
O
U)
w
J
LL
122+0oA0
LIN
W E
Z 4!i[
O
N
cr
W
LL
r
0
0I

01
Iol
120+OOM Z
O
N
w
F-
J
Ll-
119fODD0
r
n
IA
I
9 f
W
Z
O
F-
cr-
w
F-
J
U-
4J
z
0
in
CC
w
J
U-
w Z
U Q
Q J
J a
a
LoI X
N O
t (V
N
129+00,00 MAT
0
w
z
O
r
N
N
w
r
LL
W
s
0
0
d
iz7+aom
w
z
O
r
N
Li
r
J
LL
i2s+Wm
el
0
vI
0I
125+OO.QO
w
Z
O
r
N
w
r
J
LL

124+QDAO
ol
1 0 1 /N
3 a`v'u

0
W
Z
X34+00,00
1'``
w
z
O
f-
! +
N
OODO
w
r
J
W
m
(D
t
w
z
O
N
W
r ,
J
ta_
+
i
130fQOD0
w
z
O
r
W
cr
w
J
LL
\<I
O
129 f
? V
Q
N
ti
W
Z
h
k
i
{p?

II
7

W
Z
O
FN
w
f-
J
LL.

W
z
0
W
J
W
139fOOD0
CD
LO
MAT
`V
w
z
1,37+ O
U)
w
r-
J
W
X36+Q0.00
W
Z
O
N
cr
W
L.L
135 J
± =CD
l14+WDO
MAT
41 IN
i ij

O
ti
W
Z
V)
----------- --=?d-_---------
?S'eSt
o eS
w
z
0
M
w
J
LL.
/4 fWDO w
z
O
H
N
w
J
LL-
I.
? W
0+
. -I
W Nr
.-.
---------------------------------
r.
op .
-------------------=--------
.` 50 50
50
i.
!t
.a.
II
Z
I I po ao
N
x
w m
h- C`7
N .J-.
u ? o
B
/ f MAOKI
C
?J
x
i?
z
G7
D
r
a
0
rn
ED
0
N
N

Z1 O O
O C D
C- z v
m -i
n ?
.
{ . D

m
D
v) r
-- v Cl)

N m
-
r
CA)
m
co
O

O O
O
N

C7
D
.-.1 O m

< U) H
z
m
?. r m
Q? r ?
v
a
m zr*i

V)

z
0
f •
0

-o
F;

r

0 n
c
m
A
0 r., .
a
z z
m
m
x
H
CA
? N

H Z <
Q a
z C
L7 C3 m v
>
O m? N
m
D
<
a
v?
N
?
= N
O
D
v ?
00
m
v
cl
z "O C7 70
M O O
M
C-
z v
m -?
O
M -
-I D
3
Z o m
v D ..
cn r
3 Cl)
0
U)
m
j
z z r w
mN -
?' o C r N
a? z v? cn rn
r o D
O m O n
?
? 1

A n D

D cn Z -?
F-1
f
r- z

®

N
r
a
L6)
.ls n
r
cn

n
D o
r .,

m a ?
€
°
z

a

O -' -<
z a
M o n
N m

r
1.1 I.t I...? '
9
r
a
z
m
CA 01 D
CD
0 0 -o
c D
r O D

v
O
r N
x
m :0 -1 --1 N -; o
m m

0 co

-

ri
-?
3x:

°
v
D O c
? o
-i m
m
>

D
-I
W
m m
-i m -n m
m -u D "
m oo r 0

F-+
D
D
m
w (D
D co z '
r m -I -i =+ A co
M
C1 = O
O ?-+ D W

M s
fA m
m z

-I c°D
O
c°n
?
a
6
Cl)
C)
N
.D
n
D
r
°
CL
cm
C)