20061410 Ver 1_Complete File_20061012

\o?OF vvHrFly
ii Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 12, 2006
Robeson County
DWQ Project No. 061410
NC 711
State Project No. 37228
APPROVAL of 401 WATER QUALITY CERTIFICATION, with ADDITIONAL CONDITIONS
Mr. Terry R. Gibson, P.E., Division Engineer
NCDOT, Division 6
P.O. Box 1150
Fayetteville, North Carolina 28302
Dear Mr. Gibson:
You have our approval, in accordance with the conditions listed below, for the following stream and wetland impacts for
the purpose of implementing roadway improvements to NC 711 in Robeson County.
Stream Impacts in the Lumber River Basin
Site Permanent Fill Temporary Fill in Permanent Fill in Temporary Fill Total Stream Stream
in Intermittent Intermittent Perennial Stream in Perennial Impact Impacts
Crossing Stream Stream (linear ft) (linear ft) Stream (linear ft) (linear ft) Requiring
# (linear ft) Mitigation
linear ft
3 20 LF 20 LF
replace 601,F 30" RCP
w/801,F 36"RCP
4 12 LF 12 LF
extend 48LF 30"RCP to
601.F; also replace
perched 40'x 48" RC13C
w/60LF 48"RCP
5 8 LF 8 LF
extend 501-F 30" RC11 to
58LF 30" RCP
6 65 LF 65LF
realign culvert w/natural
flow and install 108 LF
48" RCP
7 22.17 LF 22.17 LF
extend existing 35.25 LF
twin 6'x 6' RCBC to
57.42 LF
Total 127.17 LF 127.17 LF
Total Stream Impact for Project: 127.17 linear feet.
One
ina
Naturally
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
M4. Terry R. Gibson, P.E.
October 12, 2006
Page 2
The project shall be constructed in accordance with your application dated August 28, 2006, received September 1, 2006,
and amended October 10, 2006. After reviewing your application, we have decided that these impacts are covered by
General Water Quality Certification Nos. 3404 and 3366. These certifications correspond to Nationwide Permit 14 and 33
respectively as issued by the US Army Corps of Engineers. In addition, you should acquire any other federal, state or
local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions.
If total wetland fills for this project (now or in the future) exceed one acre, or of total impacts to streams (now or in the
future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and
(7). For this approval to remain valid, you must adhere to the conditions listed in the attached certification, as well as the
following additional conditions.
Proiect Suecific Conditions
The stream impacts authorized in this Certification differ from the total requested in the original Preconstruction
Notice. Specifically, the impact at site number 6 was reduced to 65 feet since the extended culvert results in a net
loss of only 65 feet of stream. Lengthening the culvert under the roadway does not result in stream loss in this case.
This correction is addressed in the amended PCN received October 10, 2006.
Additional conditions
1) Placement of culverts and other structures in waters, streams, and wetlands shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for
culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement
of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by
DWQ. If this condition is unable to be met due to bedrock or other limiting features encountered during construction,
please contact the NC DWQ for guidance on how to proceed and to determine whether or not a permit modification will
be required.
2) If concrete is used during construction, a dry work area should be maintained to prevent direct contact between curing
concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters
due to the potential for elevated pH and possible aquatic life and fish kills.
3) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
4) The dimension, pattern and profile of the stream above and below the crossing should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
5) The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization
shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
6) All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
Mr. Terry R. Gibson, P.E.
October 12, 2006
Page 3
7) Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
8) 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.
9) No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
10) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
11) The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State and Federal law. If DWQ determines that such standards or laws are not being met
(including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
12) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification.
13) A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water
Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-
site project manager.
14) The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization
shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the
fencing are prohibited unless otherwise authorized by this certification.
15) Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed "Certification
of Completion Form" to notify DWQ when all work included in the 401 Certification has been completed.
16) Native riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
17) There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory
mitigation will be required since that is a direct impact from road construction activities.
18) Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
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.
Mr. Terry R. Gibson, P.E.
October 12, 2006
Page 4
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
19) Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be
removed and the natural grade restored upon completion of the project.
20) This approval will expire with the accompanying 404 federal permit. This condition supercedes condition No. 19 in
General Certification No. 3404.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing. This letter
completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please contact Ken Averitte at [phone].
Sincerely,
J
Alan W. Klimek, P.E.
Attachments (General Certifications and Certificate of Completion form)
cc: Wilmington US Army Corp District Office
Jim Rerko, Division 6 Environmental Officer
Richard Spencer, US Army Corps of Engineers, Wilmington Field Office
Rob Ridings, 401/Wetlands DOT Unit
FRO, DWQ
FRO, DLR
Central Files
File Copy
Robeson. NC711,doc
ys''
M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
LYNDO TIPPETT
SFCRF,TARY
AUGUST 28, 2006
(? i ". r2
NCDENR Division of Water Quality `, " p=ry'' `WM D
John Hennessy S E F' Z )006
2321 Crabtree Blvd.
Suite 250 DENR - WATER QUALITY
Raleigh, NC 27604-2260 WETLANDS AND STORMWATER BRANCH
RE: Minor Road Crossings / NC 711 / Robeson County
State Project # 37228
USACOE NWP#14/33 / NCDENR WQC 3404/ GC 3366
Dear Mr. Hennessy:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing (Culvert Extension / Replacement) along NC 711 in Robeson County. The project will
be completed in compliance with NCDENR Division of Water Quality General Certification 3404
/ 3366, and, USACE Nationwide Permit #14 / 33.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is 37228 and, the permit fee is 200.00.
A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville
Regional Office.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
incerely,
!mow ? ''??'s
Jame . Rerko, PWS
Division 6 Environmental Officer
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone] - Fax [phone]
0
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 4, 2006
Revised October 10, 2006
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
plol'tID
W. LYNDO TIPPETT
SECRETARY
Subject: Notification for Nationwide Permit #14 & 33 (Minor Road Crossing)
NCDENR 401 WQC 3404, 3366
Culvert Replacement / Extensions NC 711 Robeson County
State Project # 37228
The North Carolina Department of Transportation (NCDOT) proposes to improve a 7.7 mile
section of NC 711 from Jones Street (Pembroke) to the intersection of NC 72 (Lumberton) in
Robeson County. The improvements consist of installing center turn lanes and widening the
remaining roadway to current roadway standards, i.e. 22 foot w/2 foot paved shoulders to 26 foot
w/ 2 foot paved shoulders.
The project will require the replacement / extension of seven (7) crosslines that convey drainage
under NC 711. In consultation with Richard Spencer of the U. S. Army Corps of Engineers, it
was determined that of the seven crossings, only one crossing require formal notification to the
U.S. Army Corps of Engineers. 401 Water Quality Certification #3404 concurrence is required
from NCDENR DWQ.
Crossing Roadway Station Existing Culvert Proposed Culvert
-Crossing #1 Sta 24+46.73 68LF 30" RCP 68LF 42" RCP
Crossing #2 Sta 35+29.00 68LF 30" RCP 68LF 36" RCP
Crossing #3 Sta 64+57.00 60LF 30" RCP 80LF 36" RCP
Crossing #4 Sta 149+00.82 40LF 48" Conc Box Culvert
48LF 30" RCP 60LF RCP
60LF 30" RCP
Crossing #5 Sta 241+00.00 50LF 30" RCP 58LF 30" RCP
Crossing 46 Sta 373+49.51 60LF 30" RCP 108LF 48" RCP
Crossing #7 Sta 403+72.89 nCon 35.3 3LF 6'x6'
. Box Culvert Twin 57.5LF 6'x6'
Conc. Box Culvert
P. O. Box 1150, Fayetteville, NC 28302.1130 -Telephone [phone]- Fax [phone]
The project proposes cumulative new stream impacts of 127.17 linear feet.
The construction of this project will require impacts to Waters of the United States within the
Lumber River Basin. Crossings #1 - #3 impact separate UT's to Watering Hole Swamp (WS_IV:
Sw). Crossings #4 & #5 are UT's to Bear Swamp (WS-IV:Sw). Crossings #6 conveys an UT to
the Lumber River (WS-IV; B Sw, HQW). And Crossing #7 conveys Jacks Branch (WS-IV; Sw,
HQW). Location of the project is within the Hydrologic Unit 03040203 subbasin 03-07-51.
Crossing #1 conveys drainage from a combination of differing land uses, i.e. agricultural / forested
/ residential and heavy commercial (Wa1Mart Plaza). Currently, the channel (Perennial) is choked
with vegetation, debris and sediment from previous development. NCDOT proposes to remove
the existing 68LF 30" RCP and replace it with a 68LF 42" RCP. The expansion of the culvert
size will accommodate expected storm flows while also allowing for a 10-inch pipe burial (20%
diameter). While meeting on-site with Ken Averitte (NCDENR DWQ) there was concern with
the existing outfall pipe just south of the inlet. This culvert will be replaced, not lengthened. No
new stream impacts are proposed.
Crossing #2 conveys an UT to Watering Hole. The channel holds hydrology most of the time due
to lack of grade and several private downstream crossings; thus the channel was identified as a
perennial channel. Due to structural problems with the culvert concerning pipe joint failure and
end section damage, the existing 68LF 30" RCP will be removed and replaced with a 68LF 36"
RCP. A 7" pipe burial is required to maintain aquatic life movement. No new stream impacts
are proposed.
Crossing #3 also conveys an UT to Watering Hole Swamp. The channel was identified as an
intermittent channel. Though perennial flow has not been observed, weep zones along the length
of the channel have been identified. In this location, NC 711 shoulders neck down due to the
relatively short length of the culvert. The existing concrete block headwalls have failed causing
voids to appear within the shoulder. A couple of sinkholes approximately one foot in diameter
were viewed. The 60LF 30" RCP will be removed and replaced with an 80LF 36" RCP.
Extending the culvert an additional 20LF will provide for a safer stabilized shoulder and eliminate
the need for the endwalls. The project will result in 20LF new stream impacts.
Crossing #4 conveys an UT to Bear Swamp, which is perennial. Within this area, NC 711 necks
down, providing minimal safe shoulders. It is necessary to widen the shoulder which in turn,
directly requires the extension of the culvert from a 48LF 30" RCP to a 60LF 30" RCP. The
existing culvert will be collared with a 4-foot extension right and 8 foot left. A 40LF 48" Box
Culvert is situated approximately 6 foot east of the 48LF 30" RCP. This former relic culvert is
perched almost 2-'/z foot above the stream invert. In viewing the site, it is assumed that the
downstream ditch was excavated well below the elevation of the 48" Box Culvert. Subsequently,
NCDOT added the 30" RCP at the ditch elevation. The 48" Box Culvert will be removed and
replaced with a 60LF 48" RCP at the invert elevation. COMTech has developed a plan to
intercept stormwater in the region as part of their Stormwater Mangement Plan. Flows to this
system have been decreased. The project will result in 12LF new stream impacts.
Crossing #5 also conveys an UT to Bear Swamp. Minimal work is proposed at this site. As a
safety improvement, both the upstream / downstream ends of the 48LF 30" RCP will be collared
and extended four (4) feet to provide for a safe stabilized shoulder. There will be 8 linear feet of
new stream impacts as the result of this project.
Crossing #6 conveys an UT to the Lumber River. The UT is perennial with minimal aquatic life
movements due to the 60LF 30" RCP being perched. This is a particularly dangerous section of
roadway because there is very little shoulder. The proposed wider roadway / shoulder
necessitates the skewing of the proposed 108LF 48" RCP under the road to convey the UT to the
Lumber River. Stream impacts at this site are 65 linear feet of stream till.
Crossing #7 conveys Jacks Branch, a tributary to the Lumber River. The NCDOT Lumberton
Maintenance Yard and Department of Corrections is situated just west of the site. The existing
culvert is a 35.25LF 6'x6' Concrete Box Culvert with concrete headwalls. The 35.25LF is
excessively short by any standard and must be lengthened 22.17LF. The extension will
accommodate the additional road widening, stabilized shoulder w/ guardrail. A NWP#33 is also
necessary in this location due to the construction sequence. One culvert cell will be closed off via
sheeting, sandbags, etc. while the other cell conveys the flow. Once the cell is complete, the
operation will flip-flop until the culvert project is completed. There will be 22.17 linear feet of
stream impacts proposed as the result of lengthening the twin 6'x6' Concrete Boa Culvert.
RESOURCE STATUS
In general, there will be minor impacts proposed during the replacement / extension of the seven
culverts along NC 711 in Robeson County. One-hundred twenty-seven point seventeen linear feet
of stream impacts is proposed. Jurisdictional wetlands were not observed within the NCDOT
right-of-Way. All culverts will be installed (20% of the diameter) below the invert of the stream
to facilitate aquatic life movements. A Nationwide Permit #14 / NCDENR WQC 3404 is required
for Crossing #7 (No Notification is required for Crossings #1-6). Crossing #7 does require a
Nationwide Permit #33 for Dewatering. The seven culverts do require concurrence from
NCDENR DWQ 401 Water Quality Certifications.
Federally Protected Species for Robeson Countv
SCIENTIFIC NAME COMMON NAME STATUS
Alligator mississi iensis American Alligator T S/A
Picoides borealis Red-cockaded woodpecker E
Rhus michauxii Michaux's sumac E
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range)
T(S/A)- Threatened due to similarity of appearance, a species that is threatened due to similarity
of appearance with other rare species and is listed for its protection. These species are not biologically
endangered or threatened and are not subject to Section 7 Consultation.
A biological conclusion of "No Effect" was reached for all species during the June 6, 2006 survey
for protected species. Protected species were not identified, nor, was the general habitat for each
species identified.
Attached is a Pre-construction Notification Form, plan sheets, marked county road map, quad
location map and photographs.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at [phone].
S'ncerely,
flames J. Rerko, PWS
/Division 6 Environmental Officer
ATTAcHmEws
cc: John Henessey (DWQ) seven copies
Ken Averitte (DWQ)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
?n any particular item is not appllcanle to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for fiu-ther details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Terry Gibson, P.E./NCDOT/DIV6/DIVISION ENGINEER
Mailing Address: P.O. BOX 1150
FAYETTEVILLE, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: tgibson(a dot.state.nc.us
2. Agent/Consultant 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: Jim Rerko, PWS
Company Affiliation: NCDOT/DIV6/DIVISION ENVIRONMENTAL OFFICER
Mailing Address: SAME
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: itrerkoAdot.state.ne.us
III. Project Information
Page 5 of 12
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: NC-711
2. T.I.P. Project Number or State Project Number (NCDOT Only): 37228
3. Property Identification Number (Tax PIN):
4. Location
County: Robeson Nearest Town: Lumberton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-95 south to exit 17. Turn right
0.5 miles project will start at the intersection of Hwy 72/NC 711
5. Site coordinates, if available (UTM or Lat/Long): Crossing #1--(34.6700 79.17916)9
Crossing #2-(34.66805 79.23055), Crossing 43-(34.66305 79 16861), Crossing #4-
(34.64833 79.14694), Crossing #5-(34.63250 79 09250), Crossing #6-(34.62750
79.0825), Crossing #7-(34.626111 79.07277)
(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. Property size (acres): 8.07 acres +/-
7. Nearest body of water (strearn/river/sound/ocean/lake):Lumber River (WS-IV;BSw
;HOW)
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: NC 711 is a primary route between Pembroke and
Page 6 of 12
Lumberton. Land use consists of Commercial, Industrial, Residential, and rural/
agriculture.
10. Describe the overall project in detail, including the type of equipment to be used. The road
resurfacing and culvert replacement will require uplZrades to each crossinL Typical
roadway construction equipment will be utilized for the proiect, i.e. dump trucks, front-
end loaders, motor graders, and track-hoes.
11. Explain the purpose of the proposed work: NCDOT proposes to improve safety along the
7.7-mile section of NC-711, and reduce accidents.
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 pen-nits 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.
Richard Spencer (USACE) and Ken Averitte (NCDENR-DWO) has reviewed the proiect
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation 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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Remove and replace culverts along NG
711, which is necessary to provide the minimum current safety standards.
1. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-yearFloodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.0 ac
Total area of wetland impact proposed: 0.0 ac
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Crossing #1 Culvert 0 ft. UT to Watering Hole
Swamn 6 ft. Perennial
Crossing 42 Culvert 0 ft. UT to Watering Hole
Swamp 6 ft. Perennial
Crossing #3 Culvert 20 ft. UT to Watering Hole Swamp 4 ft. Intermittent
Crossing #4 Culvert 12 ft. UT to Bear Swamp 4 ft. Perennial
Crossing 45 Culvert 8 ft. UT to Bear Swamp 4 ft. Perennial
Crossing #6 Culvert eft. UT to Lumber River 4 ft. Perennial
Crossing #7 Culvert 22.17 ft. Jacks Branch 8 ft. Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, 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
www.usas.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 17.17 ft.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma
T e of Impact* Area of
Impact

acres
Name of Waterbody
if applicable
( Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

--- - 11111`a,,L Z1cNa1aLwy anu ,uenury temporary impacts. impacts include, but are not limited to: fill, 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.
Avoidance of impacts was not practical Extending culverts the minimum necessary to
complete the protect minimized the impacts The project will be constructed utilizing Best .
Management Practices to reduce the potential for erosion and sedimentation
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
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://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
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.
Mitigation is not required for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0 Lf
Amount of buffer mitigation requested (square feet): 0 Ft2
Amount of Riparian wetland mitigation requested (acres): 0 ac.
Amount of Non-riparian wetland mitigation requested (acres): 0 ac.
Amount of Coastal wetland mitigation requested (acres): 0 ac.
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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
snap, 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 2B .0233
(Meuse), 15A NCAC 2B .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:
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 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
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.
XI. Stormwater (required by DWQ)
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.
An erosion/sedimentation control plan will be incorporated into the construction plan
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
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
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).
6810
%Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
¦
V
O
W
0
2

r ,.'

' ' ?
` '?
?
ll, `? "` ' ti
A to

.?
.

r -

" ^

M
Lf)

rn

O

.
, J 00 ' 0 N /
f c

? U
? c O L ? ? cp ' R
N th "? t y0 '
"
? U r r
_ M
4k U `' I ,
1 p>
C Y
•
•tA .,f • i?

(n U

t
.
n , O r t

n y Q

- v

Q {? _
r°

° Y N S <

701 I
0
0
o_
? O
V
Dw

0
N
_N
7
fa
a
cn
C
.A
c
c
c
c
ti

to
0 O
a
.o
z
n.
N
n
r o
m
cn
O
r
z
C
ZRA
II
0d01133S II f'I l
0N3 03UVIJ) r
.Lb'6SI ANI
Olj ON) H10
1 I,`I Z
X
*0 C
C) 0
? rrnn
(D V!
CL w
-t"
N ? 1
?C-) J
Q? Co
Co r- #
r ?

x
? ? vl

O? rri
y
I.
i dnr
N UI
+ 00
A.
A
-4 1
W
N
W
O
O
O
O
O
C O
m?
.'T) N
-4 O
n Z
a -a
r>
N N
> 0
r
mm
all
'o
PC U)
?x n?
0 PC)~M
?W"x N ?N

a o
P z
n + +
-?
p M
a
z
w°s
C
?
? gay w
to

x
ICA Ulk
r
O
r
104O
M• 1
t.n
r
0
?n
gCA o
N

r n n
N pay

^+

+
m Z
<

m
r
b
c" LA-4 r,
I 5E
Z
a
m
r

N
a
O
O
N
a
t
A
Q1
N
W
N
Ln
O
O
N
O
O
N
Q1
A
cn -
y Ln
w o!
Q1
m
r
r
4m
Ql I
ar
a
01
H
n
0
N
N
N
CL
co
0
a
N
O
O
0)
0
(31
p
O
N

C) o

D
z
n _
N -
n
r ?
m

Ln
0
-o m 0
-? x I
o (1)
-? cn
LAI
C-) O N
.D
Z77
co -u
r
m ?
r
'n
S
? N
-1 O
r r
N to
l'1
f"
mm
1 -1
00
"L7
3: x
A
n°
•°C
N
D
X ?
W N
ood m
z
wp= ® N
?o N
gas o
wa za
o
?? ,c?
c,
'
to r
x
I
l
i
i
rn i'JS
Ih
A` ,O
1 I?
. • ?? j ,j
I ?
0 I :r auJ
I"U
1 /
1 1 0
1 1 I ?
to ?
co
O
0
pi 0
O
M?
r
M?1
f? Ln
? o
s
0
in
o?

'
n? • '
! i .Zb'Z91
• •?
!
i ANI

I ?.

I

... i 1 F.,lJ
I I
I
' ,
W .}.
Q
A O
O O
O
1? -007
y
m
m
N
r^nc?
??-4
ivoz
wom
T

w coo
td
N
to
to
A.
•
O
W
0
0
w
to
w
to
w
o?
0
0
w
•
O
0
w
4
r'j
t0 N
o,
ON
o,
tT
M
r r-
r
co
0
0
N
N
7
(D
w
CL
m
0
N
0
0
(3)
w
D
C) o .?
n

z
N
0
o
m -

Ln
O
IIVR 7v3H
'AO l8
3)iO8SVi3d 30 A III -
AINnO? NOS38 8 -
.SS'£91 i01 ,
- 0-1 x 01
:). 0
'1 W ] ?
Cm o 7
n 'O
fn O W
mo
m
CL
o
o r- m
a-n o
r -
n
,£L'£91 Cpl
z
?o
m?
:0 N
-a O
C'1 Z
n -+
r?
N
n N
n
M r
mm
00
R7
3: z

XA

A?
C
N
Q
z
D N
;0 n cr)
tea z° O + M
N C: - w
C3
X o
o
?

z
II ?I i
e A
I 1: 0 n
[JV aV 31
AN SI
N ? a7
I d 'O
Li
I ?I
dd
W=I
I W?
I
I _
I I
o
CAM
-4 JtL?
to
z
I ? m co
N o0
o n?
I r
r
N
a
rrnz
m+Z
V m O r
cn O Z
a m
0 ?
r
r Ln 1111 IN I
O mm
00
? n
-n ?
y r
LI r
nL va'i
N
N
m
w
+
0
0
m
a
O
°'
A.
® +
071 1
!_I
m
Ln
«
0
O
m
O?
«
Q
0
m
«
A.
m
m
m
r- r
z
rn
m
am
cr
i
a
L"
G7 0
n
x
n.
N
C)
>
m
cn
0
z
r7i
x
$ ? Vf
R 7 ?
x. u r p
a ?
CD
° co
0
r X
n
c
0
1
4
O
r
71
< O
M:u
X N
-40
f'1 Z
r
N N
> 0
r->
mm
all
'O
LA
--I
?0 Cc D
'vw0 L N
Q7dz z + -I
tq
ao n 0 m
a ¦` oo ;^,
ztv o
w ° s O ?o ui .?
18? N
s
?>
0.4
z
00'00+L6/ IOd-7-
051
O
O
I
I
'
o I

O
p O
O
N I
Z
I
O I
r r
-
rM
mm
I
I

m

r I
?My
r I

a
?7jr
I
r " c'f p?
'J _
o
? , to Z
1¦
i
O
rn O
_ O
?
? co
by _ _ 4Nm
r
?
1
1
En to
O z
C?
r
m
¦ m m
;u n
-4:0

m to
r o

g
p?

? •
o
o

0-
0 v + to
Q : O : C ?
m
r
mr
< Z
m
mr
4
\Co
I
N
Z
r
?m
<m
mn
m
r

ro 1 I 0900+esz •oIs lod-7-

r) 69

cn
0
"0 rn r)
1 -1
0 # O
N
Q ID Q/?
W W
M
n
A 'O
X Ln
a r
a .n
OD
f -
In
Z
< O
m?
Z7 N
-40
F) Z
n -+
r-
N N
> f1
M r
mm
00
3: z

w
A
A d
C:
V)
o
O 'C 3: cn
w03- D
a z Ca N
Sao
zoo
®
+ -v
??? w0
V ? H o
0 Ln

cu Mv m
C:
a O Q
w

z r
?
I NI
I ?I
o
?
I ,
=
?,
I I
N
r
o
?
,
09
01
--a off)
Aral
I ? I

n
I ?

I 0
? I

I ?I

o I pNjl ... ..

I?
I?
I I
0
a ? in
z to
w
a
N
mnn
c?
<a?

O
?y o
1. 0
N i
r

O
1?1
r

O
y
O
d
0
0
0
N
A
O
+
O
A
®
+
tp?? o
p\p O
\?J
0
0
0

N
a
N
+
O
O
N
a
w
oa
tr
m
(D r-
< Z
m
a
iD '
N
n
0
N
7
ca
?i
a
cn
0
r l)!
O
0)
0
w
N
---
y
x ?.
n V1
LA p
n
o y
m n
N
0 > O
? O
v
D
?t

Y i
-- -~ "f

A O Q1
t7 ,
,
n o n
co n
1 m
o •°o
r
vl m
S
C O
m$
:O N
-1 O
?z
n -+
r rn.,
N N
> r')
n
r n
r
m m
11 -
O ri
N
O
Loa
w
+
O
0
IM
m w
w
O
tp?oy Un
\2j
W N
co
+
a
u+
V
N
+
O
O
w
4
+
O
O

z

0 v

..
C: U)

?

o C? w -?
*44 w p .?
cmi gas
m ,. C
Z:Q (3l
q
>
r

x cn
'
LA
Ln
+
0
0
W
H
Ln
a
w
v+
I
I
'Y
1V
to
o?
0
m
r r
:-C m
a
rr
O
iD
IR
rA
L,
r? o
O
M¦i
lr
O
0
0-
Ili
w
N
1
mn
r • c7
m
-4 Z
to --4
+ m
oa?
to _
LO - M
r=
w a
O N
co N
w a
OD N
AC `
+
4 70,40' + 30
15 _-
70' ?..
40' 70',
55'
,
PU E

CAI
?\ -D
C
rn
F I ?
I F
_
r
f''
_, T T ?L-
T
-- --- --- - 1 ..a
t ? I I
a
, I
r% A I- I

IN.
W

;
00
RAU +45
.
0
o0
-
G .
\
+
n
TYPE 3 50 40' 170 -
-
741,40'

? o
m
m a
? z
8 m
m j
-c
v v
L' Y'
LL

11L

m
CD ,I
r

I -I
?. I
II
I

H ( 1
I
( I ) r
• I I
D

%J

m D p
-
o -
A
C f
)
> ?o

Z

?p C
Z

H
O
Z
aaTr hyP f :??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
;1C11ALL F. )JASLEY
GOVERNOR
August 4, 2006

0

U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:

Subject: Notification for Nationwide Permit 414 & 33 (Minor Road Crossing)
NCDENR 401 WQC 3404, 3366
Culvert Replacement/ Extensions NC 711 Robeson County
State Project # 37228
The North Carolina Department of Transportation (NCDOT) proposes to improve a 7.7 mile
section of NC 711 from Jones Street (Pembroke) to the intersection of NC 72 (Lumberton) in
Robeson County. The improvements consist of installing center turn lanes and widening the
remaining roadway to current roadway standards, i.e. 22 foot w/2 foot paved shoulders to 26 foot
w/ 2 foot paved shoulders.
The project will require the replacement / extension of seven (7) crosslines that convey drainage
under NC 711. In consultation with Richard Spencer of the U. S. Army Corps of Engineers, it
was determined that of the seven crossings, only one crossing require formal notification to the
U.S. Army Corps of Engineers. 401 Water Quality Certification #3404 concurrence is required
from NCDENR DWQ.
Crossing Roadway Station Existing Culvert Proposed Culvert
Crossing #1 Sta 24+46.73 68LF 30" RCP 68LF 42" RCP
Crossing 42 Sta 35+29.00 68LF 30" RCP 68LF 36" RCP
Crossing #3 Sta 64+57.00 60LF 30" RCP 80LF 36" RCP
Crossing #4 Sta 149+00.82 60LF 48" Cone Box Culvert
48LF 30" RCP 60LF RCP
62LF 30" RCP
Crossing #5 Sta 241+00.00 50LF 30" RCP 58LF 30" RCP
Crossing #6 Sta 373+49.51 60LF 30" RCP 108LF 48" RCP
Crossing #7 Sta 403+72.89 Twin 35.33LF 6'x6'
Conc. Box Culvert Twin 57.5LF 6'x6'
Conc. Box Culvert
W. L i-ND0 TIPPE-171-
SECRETARY
R M (?? M, 0 W F?
SEP 1 2006
DENR - WATER GUAUTY
WETLANDS AND STORIAWATER BRANCH
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]
The project proposes cumulative new stream impacts of 140.17 linear feet.
The construction of this project will require impacts to Waters of the United States within the
Lumber River Basin. Crossings #1 - #3 impact separate UT's to Watering Hole Swamp (WS_IV:
Sw). Crossings #4 & #5 are UT's to Bear Swamp (WS-IV:Sw). Crossings #6 conveys an UT to
1.. T _..__1. .. T\. - __ '\"" TT.. , f\ TTl?\\l\ . 1 /- 11 .'. T 1 - , /\- L!!Gl:Ul!!L'Cl t\1vCd lvva-!Y, "J 3W -lkt1vj.:illtll IC3.``lll'y#( L:3n:'ej'S T'%/'-
v
HQW). Location of the project is within the Hydrologic Unit 03040203 subbasin 03-07-51.
Crossing #1 conveys drainage from a combination of differing land uses, i.e. agricultural / forested
/ residential and heavy commercial (WalMart Plaza). Currently, the channel (Perennial) is choked
with vegetation, debris and sediment from previous development. NCDOT proposes to remove
the existing 68LF 30" RCP and replace it with a 68LF 42" RCP. The expansion of the culvert
size will accommodate expected storm flows while also allowing for a 10-inch pipe burial (20%
diameter). While meeting on-site with Ken Averitte (NCDENR DWQ) there was concern with
the existing outfall pipe just south of the inlet. This culvert will be replaced, not lengthened. No
new stream impacts are proposed.
Crossing #2 conveys an UT to Watering Hole. The channel holds hydrology most of the time due
to lack of grade and several private downstream crossings; thus the channel was identified as a
perennial channel. Due to structural problems with the culvert concerning pipe joint failure and
end section damage, the existing 68LF 30" RCP will be removed and replaced with a 68LF 36"
RCP. A 7" pipe burial is required to maintain aquatic life movement. No new stream impacts
are proposed.
Crossing #3 also conveys an UT to Watering Hole Swamp. The channel was identified as an
intermittent channel. Though perennial flow has not been observed, weep zones along the length
of the channel have been identified. In this location, NC 711 shoulders neck down due to the
relatively short length of the culvert. The existing concrete block headwalls have failed causing
voids to appear within the shoulder. A couple of sinkholes approximately one foot in diameter
were viewed. The 60LF 30" RCP will be removed and replaced with an 80LF 36" RCP.
Extending the culvert an additional 20LF will provide for a safer stabilized shoulder and eliminate
the need for the endwalls. The project will result in 20LF new stream impacts.
Crossing #4 conveys an UT to Bear Swamp, which is peremnial. Within this area, NC 711 necks
down, providing minimal safe shoulders. It is necessary to widen the shoulder which in turn,
directly requires the extension of the culvert from a 48LF 30" RCP to a 60LF 30" RCP. The
existing culvert will be collared with a 4-foot extension right and 8 foot left. A 40LF 48" Box
Culvert is situated approximately 6 foot east of the 48LF 30" RCP. This former relic culvert is
perched almost 2-!/z foot above the stream invert. In viewing the site, it is assumed that the
downstream ditch was excavated well below the elevation of the 48" Box Culvert. Subsequently,
NCDOT added the 30" RCP at the ditch elevation. The 48" Box Culvert will be removed and
replaced with a 60LF 48" RCP at the invert elevation. CON1Tcch has developed a plan to
intercept stormwater in the region as part of their Stormwater Mangement Plan. Flows to this
system have been decreased. The project will result in 12LF new stream impacts.
Crossing 115 also conveys an UT to Bear Swamp. ivEnimal work is proposed at this site. As a
safety improvement, both the upstream / downstream ends of the 48LF 30" RCP will be collared
and extended four (4) feet to provide for a safe stabilized shoulder. There will be 3 linear feet of
new stream impacts as the result of this project.
Crossing #6 conveys an UT to the Lumber River. The UT is perennial with minimal aquatic life
movements due to the 60LF 30" RCP being perched. This is a particularly dangerous section of
roadway because there is very little shoulder. The proposed wider roadway / shoulder
the Skewing .L _he : .7 801811-F y01) " " A__ A_ a r, i V he '..,
ric-cessitates ing orf propo..eu o 1\_r i,:ii1_i L,ac rcaU t_ cu.:v8, 1 TT to fl
?•_
Lumber River. Stream impacts at this site are 23 linear feet of additional culvert and 50
linear feet of stream fill.
Crossing 97 conveys Jacks Branch, a tributary to the Lumber River. The NCDOT Lumberton
Maintenance Yard and Department of Corrections is situated just west of the site. The existing
culvert is a 35.25LF 6'x6' Concrete Box Culvert with concrete headwalls. The 35.25LF is
excessively short by any standard and must be lengthened 22.17LF. The extension will
accommodate the additional road widening, stabilized shoulder w/ guardrail. A NWP#33 is also
necessary in this location due to the construction sequence. One culvert cell will be closed off via
sheeting, sandbags, etc. while the other cell conveys the flow. Once the cell is complete, the
operation will flip-flop until the culvert project is completed. There will be 22.17 linear feet of
stream impacts proposed as the result of lengthening the twin 6'x6' Concrete Box Culvert.
RESOURCE STATUS
In general, there will be minor impacts proposed during the replacement / extension of the seven
culverts along NC 711 in Robeson County. One-hundred Forty point seventeen linear feet of
stream impacts is proposed. Jurisdictional wetlands were not observed within the NCDOT right-
of-Way. All culverts will be installed (20% of the diameter) below the invert of the stream to
facilitate aquatic life movements. A Nationwide Permit #14 / NCDENR WQC 3404 is required
for Crossing #7 (No Notification is required for Crossings 91-6). Crossing #7 does require a
Nationwide Permit #33 for Dewatering. The seven culverts do require concurrence from
NCDENR DWQ 401 Water Quality Certifications.
Federall Protected Species for Robeson Count
SCIENTIFIC NAME COMMON NAME STATUS
Alligator mississi iensis American Alligator T S/A
Picoides borealis Red-cockaded woodpecker E
Rhus michauxii Michaux's sumac E
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range)
T(S/A)- Threatened due to similarity of appearance, a species that is threatened due to similarity
of appearance with other rare species and is listed for its protection. These species are not biologically
endangered or threatened and are not subject to Section 7 Consultation.
A biological conclusion of "No Effect" was reached for all species during the June 6, 2006 survey
for protected species. Protected species were not identified, nor, was the general habitat for each
species identified.
Attached is a Pre-construction Notification Form, plan sheets, marked county road map, quad
location map and photographs.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at [phone].
Sincerely,
a4w
/Division mes . Rerko, PWS
6 Environmental Officer
ATTAcHmEws
CC: John Henessey (DWQ) seven copies
Ken Averitte (DWQ)
Office Use Only: Form Version May 2002
U v 6 1 41 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Terrv Gibson, P.E./NCDOT/DIV6/DIVISION ENGINEER
Mailing Address: P.O. BOX 1150
FAYETTEVILLE, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: t-,ibson(a),dot.state.ne.us
2. Agent/Consultant 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: Jim Rerko, PWS
Company Affiliation: NCDOT/DIV6/DIVISION ENVIRONMENTAL. OFFICER
Mailing Address: SAME
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: iirerkondot.state.nc.us
III. Project Information
Page 5of12
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: NC-711
2. T.I.P. Project Number or State Project Number (NCDOT Only): 37228
3. Property Identification Number (Tax PIN):
4. Location
County: Robeson Nearest Town: Lumberton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-95 south to exit 17. Turn right
0.5 miles project will start at the intersection of Hwy.72/NC. 711
5. Site coordinates, if available (UTM or Lat/Long): Crossing 91--(34.6700 79.17916),
Crossing 42-(34.66805 79.23055), Crossing 93-(34.66305 79.16861), Crossing 94-
(34.64833 79.14694), Crossing #5-(34.63250 79.09250), Crossing 46-(34.62750
79.0825), Crossing #7-(34.626111 79.07277)
(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. Property size (acres): 8.07 acres +/-
7. Nearest body of water (stream/river/sound/ocean/lake):Lumber River (`VS-IV;BSw
;HQNV)
8. River Basin: Lumber
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: NC 711 is a primary route between Pembroke and
Page 6 of 12
Lumberton. Land use consists of Commercial, Industrial, Residential, and rural/
agriculture.
10. Describe the overall project in detail, including the type of equipment to be used. The road
resurfacing and culvert replacement will require upgrades to each crossing. Typical
roadway construction equipment will be utilized for the project, i.e. dump trucks, front-
end loaders, motor graders, and track-hoes.
11. Explain the purpose of the proposed work: NCDOT proposes to improve safety alon!,, the
7.7-mile section of NC-711, and reduce accidents.
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.
Richard Spencer (USAGE) and Ken Averitte (NCDENR-DWO) has reviewed the project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation 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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Remove and replace culverts alonI4 NC-
711, which is necessary to provide the minimum current safety standards.
1. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.0 ae
Total area of wetland impact proposed: 0.0 ac
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Crossing #1 Culvert 0 ft. UT to Watering Hole
swamn 6 ft. Perennial
Crossing #2 Culvert 0 ft. UT to Watering Hole
Swamp 6 ft. Perennial
Crossing #3 Culvert 20 ft. UT to Watering Hole
Swamp 4 ft. Intermittent
Crossing #4 Culvert 12 ft. UT to Bear Swamp 4 ft. Perennial
Crossing #S Culvert 8 ft. UT to Bear Swamp 4 ft. Perennial
Crossing #6 Culvert 78 ft. UT to Lumber River 4 ft. Perennial
Crossing #7 Culvert 22.17 ft. Jacks Branch 8 ft. Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
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
www.uses.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., NNww.topozone.com,
www.mapquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 130.17 ft.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres)
(if f Nat applicable) Wate) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, 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.
Avoidance of imnacts was not practical. Extending culverts the minimum necessarv to
complete the project minimized the impacts. The project will be constructed utilizing Best
Manatement Practices to reduce the potential for erosion and sedimentation.
VIII. Miti ration
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
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://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
Mitigation is not required for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://12o.enr.state.ne.us/=/index.litm. 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): 0 Lf
Amount of buffer mitigation requested (square feet): 0 Ft2
Amount of Riparian wetland mitigation requested (acres): 0 ac.
Amount of Non-riparian wetland mitigation requested (acres): 0 ac.
Amount of Coastal wetland mitigation requested (acres): 0 ac.
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
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:
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
Lone 1 extends out 3U feet perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
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.
An erosion/sedimentation control plan will be incorporated into the construction plan
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
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
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).
L
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

9

•
!. ., i ?. Fib}4'J'1/?

O
W
O
r2

R 0 c0

i i .
C s,,
fi
, oi
b
.
(D N a ?
l

00
(D
00 N

N
r ci
" <p LO
• y t ti

' N
Cl)
C V
C
? D
M
N M y n

1
FC ' co o
A t !

r. =
'

n
t
0
S,',

" V
K
.

Z?
O
O
O
r

n
0
in
'
:
cn
a
cn
O
co
0
V
N
O
O
CY)
O
fD
w
cn
(D

?
f
M01103S i
O43 038VI3) ! ! ._
.Lb'6S1 Aral ._

Cl)
;o T-7 cn

r

(MO13 ON1 H0
'o .

CA H01I
?
D
i?
o o
' _.-
r i?
"D X ?

D i G7
S v'
`
Q p
? = Ln j
r
n
N) O -'
.Q OJ

CO
^ 3
r T ?
!! ;o A
?'
... i
y
NOD
+
N
!

C ? W !
?dfl(' I
!
N
W

O I

O I

I

O I
I
o?
00 n O?
= ?t
O
O I
=
C O I I
I
.'L1 N
-1 O
5 Z

I

a
I
n
o N

°o
? (A
A
a
r n
r
mm

?i ??
0Ln

l N
D

m•
d
N

t
I M
m ?-

<m

o I A
r
N
<+Z
® z? _
Q' _
Qtr
° ?m
A
W
? ,? r
?W I®1
m

O rL
?qy I N
1?1
r
o +

0
°

X?

°
? N
-
N
°
A? z
°
? ° °
.

CZ a O

(?
+
O M -

Oo -
S2
A

LAJ 4.
w C:

z cn
I
m_
co
W
N
D
m

C

) NO,
i
i 3/24/ 200612 21pm

?
+
`???
y. Y7r1 F

1
iF
J'N

I.
C7
O
U)
'
9
CC)
it
N
o.
0
co

J
V

n Ln

D C) O
M =
d/

D z

D z
,
C-)
r `
m
?•a

cn
O
S
C O
;U N
1 O
C7 Y
n?
rr-
N
n N
A
r r
mm
7-1
o "
rs
'O
m n
I X
O In N
w D D
m t0 ip
X W u
(7 O rv
CT) n
co r
m 0')
r
m

?
3: z
A

D
s QmC N
?ws mtx n n m
> Zan 0 K)
C`+ 'O N
O
one
03 C?
z O
X$ >
K 1
N r
x
? I

+t r •i
i

7

?[ t It
t e s '
e?
,Zb'Z91
ANI

11

r
v?
r

o
v
E ?r
? W +
O
O
gip, O
O O
• O
,m
V
i ( r N
t .? ! n i 4
t rtt .! ,
to m
OD Q?
O
0
O
O
r
M O
0
co?
0
mn?
Ln z
+ -a
?w?
N O
O Z
0?m
W
N
W
A.
O
O
w
tr
O
O
LA
to
N
eG
W
°o
w
+
0
0
w
+
?c
m
r
M
:4z
A
m.
l7?
C?r
m
IN
0
N
in
7
w
CL
0
00
0
N
O
O
CY)
O
tD
w
rn
D
0 O

>
cl) z

n
n
r.,

F
q C
m f•a
cn
O

llv)
aZ
D089YOd 30 A113
lNNn00 NOS3808
.55'£91
c-)'o m c)
o x I
u7i v° U°,
Cal 0 ?
n O ?
-? w
C,0
F
?r m
u, o
r
x
?o
m?
:L1 N
? O
n z
n -+
r>
N
n N r- n
a
m r
m
o"
o
]v3H I
10 1,
(
I zl
?I
rnl I,
dDd
O;
-031
Giy
1 I?
? ? v!.i0v +
aa.M
AN
m
?O
m
Ul!
n0,
wi
`.N'
ril I
I
i I I I it
kri J°>
I dd e%lll
N
'U'£91 C 1 C ?
T
t23 0 M _
gn ?C ---1
z
n N
QJw z 0-)
d .? m
?o°o +
to ? = o
z
0
LqL "

Ln
0
0
o ?

D
rmn
Z
1?1
1? m +
<
Ul m
1?y O
V _ :4
O r
?OZ
a m
o r
b
y
1?1

p ca
>r
70
7C

'0
XtU ? L°
N a
Ln
4
w
O
O
M
a
0
O
a
® +
OTJ
Isl
r
Ln
0
O
m
0
0
at
cn
+
,
't.n
It
m

m
r- r
?m
m r'
?
a?
,?,
??`'
9

. _
?f3:=
n
0
En
N
a
cn
0
co
0
N
0
O
G)
0
ca
w
cn
is
Ln
0 o
D
-p
2
I7
N
n
r O
m
cn
O

?
z x

dnr

.
ji .-
? "0

1do2f? .o?i a J r

? m n
D x '1
o
N
D

rn
x
3
#

?
u
o ^y
'
(D
0 0
fl r X

C

? i

Q1
0
I I

S
< O
m?
? O
n z
D -+
r>
N N
> 0
r-
mm
d -
o"
u,
'O

3: z n? D
°?z `°

z Z + _-?
0
.
-,44
= 825 1-3 r-i

Q C2
4
X pq>
ICA r
z
rp LA
O
PF 1
0
F?1
N
O
A
o?
O
O is
OUOO+ Zoe .cod- 7-
UV7"
at-4
?I
-4 -4
i
1
u
Mr
N
z
nC
C
rmr
I <O
mn
m
r
Z
C'I O
C r
r r^
<O
m
r
o
1s
a ?
0
O
+ IT
A
co
0
O

N
D
m
<
LD
Z M
o o
-
n O
in o m
r

z
N
C? m
r

G
0
O
O
IT L
O a
?Ln
O: 0?
CR CA
0! C?
05/
1
it
' rzn
?r
i
i
7
7
7
i
?_ _
r ???
?.?r
Mq}t
-,.... t r?? t i r- ,.
?F

n
-,
0
cn
Cil
a
cn
0
00
v
N
0
0
m
0
co
W
A
cn
M
D
cn
C) O
n C"
2
z
N
C)
r ? C
m

N
O
'o M
o x
u
?A+ Lp
O_ Lc)
W
n
A 'o
m
? r
Q- .n
OD
r
x
<o
m?
:n N
-40
n=
n --4
r>
N N
n
r- 0
n
m r
m
00
1
V
? z
as A
02
C: C
.,
V)
--i
m m C Z D

??-e vs O m

Z cn
O
X q> O

z
01?11r IIII
0
N
A.
w
L
Cis
y
CA

.0 ANI
I a
0
x
r
II z
40100+69'0 *DiS LOd-7-
0

w
a
ro N
/ -a
r

<a{

1Ji
(n try
O
, V
d
P?q . O m
? N ? W
0 m r
M

o
O N
?y

T I
C:'1 s

?M '?

'c

"rea
Y
- _: f 4' - - ? ? ? • f 1 1
y,
?-•a
lii W in l?-?Su h ? ? _

,1
r
j {}

I
,1

0
0
(n
V).
:3
co Ln
0
4 C)
N) m
C) >
C)
a)
0 >
C.0 (A z C%
?? 0 0
U1
> rn Ln
K +
-4
Ln
LJ A o
rn
>
0
Z
:4 <
Olk
10'R
irc
----------
-0 rri
lip
0 0
P
CA,
C? -W
........... . .. .......... ... ... ... .......
L-j
co
r- U
n m
0 0 <
C?
n
40
LJ
-4 ") .40
rri T co co w
m Jbb
10 ?o
z Ln
LA
C-) LA
>
rn W
rn
Ln
0
W
La
0
0
r -
ri
m
LA
+ rn
& LA
--I
LO rTj >
Z
Lq rrn rn
t21 --I
rn
IV LL) r-
LO Ln Z
-4
Lq 7 rn
LM
0
3: z
X
0
OMO r
FT
X Z UJ r
0-
UJ N LA
tA C! C?
+ m -4
Ln
CA -L-. + -
gas ?o 0-) 0
Ln
C:
M Z:Q
.3 >
,4,4 r-
Ln
z
-7 0
2 CIS R 1 74
40' +30
AC + 45-00
1
+' 1
7°
+15

55
10,,70
?.
'

CAI PUP?D. -v

F ? F

i -

i

E
GP,AU +45.00 ,
+ 00.00
TYPE 350 al 170' 70',,40`
-°
V
i

H s

i o m

,o
Z

-II__ ,I___II1
I' II
II II
'J II II
cn
D
-i
z

n
o
c
z

0
C-
m C
n
o
i'
sq