20061691 Ver 1_Complete File_20061106

- p?0? W A T ?RQG
--A
r
o
?
k4x,

??q

APPROVAL of 401 WATER QUALITY CERTIFICATION
Mr. Terry Gibson, P.E., Division Engineer
NCDOT, Division 6
P.O. Box 1 150
Fayetteville, North Carolina 28302
Dear Mr. Gibson:
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
November 6, 2006
Bladen County
DWQ Project No. 20061691
SR 1521 road improvements
State Project No. 6C.009039
You have our approval, in accordance with the conditions listed below, for the following wetland and stream impacts for the
purpose of making roadway improvements to SR 1521 in Bladen County:
Stream Imnacts in the Cane Fear River Basin
Permanent Fill in Temporary Fill in Permanent Fill in Temporary Fill in Total Stream Stream
Site Intermittent Intermittent Stream Perennial Stream Perennial Stream Impact Impacts
Stream (linear ft) (linear ft) (linear ft) (linear ft) (linear ft) Requiring
(sediment removal Mitigation
to permit flow (linear ft)
from pipe outlet to
natural channel
Sta.137 20 l.f. 25 l.f. 45 l.f.
+21
Total 45 l.f.
Total Stream Impact for Project: 45 linear feet.
Non-Riverine Wetland Impacts in the Cape Fear River Basin
Site Fill Fill Excavation Mechanized Hand Clearing Area under Total Wetland
(ac) (temporary) (ac) Clearing (ac) (ac) Bridge Impact (ac)
(ac) ac
Sta.26+60 to 0.008 ac. 0.008ac.
Sta.33+00
Total 0.008 0.008 ac.
ac.
Total Wetland Impact for Project 0.008 acres.
Riverine Wetland Imnacts in the Cane Fear River Basin
Site Fill Fill Excavation Mechanized Hand Clearing Area under Total Wetland
(ac.) (temporary) (ac.) Clearing (ac.) (ac.) Bridge Impact (ac.)
ac. ac
Sta. 67+00 to 0.022ac. 0.022 ac.
Sta.76+00
Total 0.022 0.022 ac.
ac.
Noe
hCarolina
Naturally
North Carolina Division of Water Quality 225 Green Street-Suite 714 Fayetteville, NC 28301 Phone [phone] Customer Service
Internet: wx%,x%,.nc"a[crqualit of Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Terry Gibson
November 6, 2006
Page 2
The project shall be constructed in accordance with your application dated October 20, 2006, received in the Fayetteville
Regional Office on October 31, 2006. After reviewing your application, we have decided that these impacts are covered by
General Water Quality Certification Number 3404. This certification corresponds to Nationwide Permit No. 14 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 condition supercedes Condition No. 19 of
GC 3404 as issued in March of 2003.)
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 N*CAC 2H .0506 (h) (6) and (7). For
this approval to remain valid, you must adhere to the conditions listed in the attached, certification.
Condition(s) of Certification:
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.
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.
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.
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.
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.
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.
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.
In instances where heavy equipment must be operated within the stream channels, its usage shall be minimized.
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.
No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
Mr. Terry Gibson
November 6, 2006
Page 3
Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
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.
All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by
this certification.
A copy of this Water Quality Certification shall be posted on the construction site at alyimes. 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.
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.
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.
Native riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
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.
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.
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 Suuface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
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
Mr. Terry R. Gibson
November 6, 2006
Page 4
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 1508 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], ext 703.
Sincerely,
--'
Alan W. Klimek, P.E.
Attachments (General Certification 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
DWQ - FRO
Central Files
DLR - FRO
Rob Ridings, 401/Wetlands/DOT unit
131a.sr1521.061691.doc
a+ o
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
LYNDO TIPPETT
SECRETARY
Oc'rOBER 25, 2006
NCDENR Division of Water Quality
John Hennessy
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
RE: Minor Road Crossings / SR 1521 / Bladen County
State Project # 6C.009039
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 along SR 1521 in Bladen County. The project will be completed in compliance with
NCDENR Division of Water Quality General Certification 3404, and, USACE Nationwide Permit
#14.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is 6C.009039 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.
Sincerely,
/"?a m es . Rerko, PWS
ivision 6 Environmental Officer
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone] - Fax [phone]
,
r tl..a STATE
STATE OF NORTH CAROLINA
f

A 1e r C?v fo,
J
°(T ,9 ,r
° R ° rS , to - „??
DEPARTMENT OF TRANSPORTATION "° No'v w''AL
MICHAEL F. EASLEY W. LYNDO T1IQfih
GOVERNOR SECRETARY
October 19, 2006
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.U. Box 1890 0616
Wilmington, North Carolina 28402-1890 1
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
Subject: Notification for Nationwide Permit 14 (Minor Road Crossing)
NCDENR 401 WQC 3404
Culvert Replacement SR-1521 (Norris Rd.) (Bladen County)
State Project Number: 6C.009039
The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base
and pave SR-1521 (Norris Rd.), in Bladen County. Total project length is 3.12 miles. The
roadway will be widened from 16 feet to 20 feet and stabilized grass shoulders (6 foot) will be
provided. This project will require the replacement of one (1) wet cross line as shown below:
Stream Crossing Roadway Station Existing Culvert Proposed Culvert

Crossing 41 Sta. 137+21 32 LF 24" RCP 52 LF 30" RCP
+25 LF of Cleanout
New stream impacts = 45 linear feet
Wetland Crossing Roadway Station Wetland Impact

Wetland #1 Sta. 26+60-33+00 0.008 Ac.
Wetland # 2 Sta. 67+00-76+00 0.022 Ac.
Total Wetland Impacts = 0.030Ac.
Stream Crossing 91 is located at Sta. 137+20. Currently, there is a 32 LF 24" RCP that conveys
the UT to Colly Creek. The contributing drainage area is comprised of forested and agricultural
fields. The UT is an excavated ditch that has pererulial flow. The existing culvert will be
1'. O. Box 1150, Fayetteville, NC 28302-1 150 - Telephone [phone]- Far [phone]
removed and a 52 LF 30" RCP will be installed. Additionally, the outfall channel will be "are 45
linear feet.
Wetland Crossing #1 is located at Sta. 26+60-33+00. The wetlands along the right side of the
roadway are basically a small pocket of wetlands under power lines. Deep rutting by utility
company equipment was observed. In order to obtain the minimum roadway section, 365 ftz or
0.008 acres of wetlands must be impacted.
Wetland Crossing #2 is located between Sta. 67+00-76+00 along both sides of the project. An
existing NCDOT Bridge and a triple 48" CMP overflow convey Colly Creek under SR-1521.
Red maple, gallberry, and wax myrtle dominated the wetlands with giant cane appearing along
the edges. Croatan soils (Hydric) were verified along with wetland hydrology. In order to obtain
the minimum roadway section, 951 ftz or 0.022 acres of wetlands will be impacted.
Total Wetland Impacts = 0.030 Ac.
Non-riverine Impacts = 0.008 Ac.
Riverine Impacts = 0.022 Ac.
Construction of this project will require impacts to waters of the United States in the Cape Fear
River Basin. Crossing #1 will convey an UT to Colly Creek (C;Sw) within the 03030006 HU,
Subbasin 03-06-18/03-06-20.
RESOURCE STATUS
In general, there will be minor impacts proposed as a result of culvert replacement along SR-
1521 (Norris Rd) in Bladen County. Forty-five (45) linear feet of stream impacts (20 LF of
culvert extension and 25 LF of stream clean out) and 0.030 acres of Jurisdictional Wetlands
within the NCDOT right-of-way. A Nationwide Permit #14/ NCDENR 401 WQC 3404 is
required for the project.
Endangered Species: Plants and animals with Federal classification of Endangered (E) or
Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973, as amended. As of January 29, 2003, the U.S. Fish and Wildlife Service
lists three federally protected species for Bladen County.
Federally Protected Species for Bladen County
SCIENTIFIC NAME COMMON NAME STATUS
Alligator mississippiensis American alligator T(S/A)
Picoides borealis Red-cockaded woodpecker E
Lindera melissifolia Pondberry E
Lysimachia asperulaefolia Rough-leaved
loosestrife E
Schtivalbea americana American chaffseed E
Acipenser brevirostrum Shortnose sturgeon 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 September 20,
2006 survey for protected species. Protected species were not identified, nor, was the general
habitat for each species identified.
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401
WQC 3404 as required by the above-described activities.
The National Register was reviewed in addition to conducting a field view of the project for
significant historic features.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes proposed are the minimum necessary to create a safe highway while
accommodating the 25-year design storm. There is no record within the NCDOT District 3
Office (Bladen County) that the road experiences floods overtopping. By utilizing the erosion
control measures, downstream water quality standards will be protected. All appropriate BMP's
will be utilized during construction.
Attached is a Preconstruction 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].
tncerely,
James . Rerko, PWS
Division 6 Environmental Officer
ATTACHMENTS
Cc: John Hennessy, Division of Water Quality (7 copies)
Terry Gibson, P.E., Division Engineer
II. L. "Drew" Cox, P.E., District Engineer
Kenneth Clark, P.E., County Maintenance Engineer
Office Use Only: Form Version May 2002
2 0 0 6 1 9 1
USACE Action ID No. DWQ No. 6
(If any particular item is not applicable 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:
NWP #14
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 further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Terry R. Gibson, P.E./NCDOT/Div 6/Division EnLyineer
Mailing Address: P.O. Box 1150
Fayetteville, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: tgibson(u?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: James J. Rerko, PWS
Company Affiliation: NCDOT/DIV 6/Division Environmental Officer
Mailing Address: Same
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: iirerko(&dot.state.nc.us
Page 5 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-1521 (Norris Rd.)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6C.009039
3. Property Identification Number (Tax PIN):
4. Location
County: Bladen Nearest Town: Elizabethtown
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): US 701 North, Turn left on to
SR-1525 (Bull St.) travel 1.14+/- miles. SR-1521 will be on the left.
5. Site coordinates, if available (UTM or Lat/Long): Stream Crossing #1 (34.73695--
78.46044) Wetland Crossing 41 (34.718296-78.483555), Wetland Crossing #2
(34.730040-78.480003) (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): 22.70 +/- acres
7. Nearest body of water (stream/river/sound/ocean/lake): Colly creek (C Sw)
8. River Basin: Cape Fear River
(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.ne.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: Existing 20 foot dirt road with maintenance limits 45
foot in width. Surrounding land use is rural residentaUforested.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: In
bringing SR-1521 up to current safety standards, i.e. 20 foot paving w/6 foot stabilized
shoulders and 3:1 side slopes within a 60 foot right-of-way. NCDOT must impact 45
linear feet of UT to Colly Creek and 0.030 Acres of Wetlands. The existing culvert has
end section damage and must be replaced. Impacts will be minimized as much as
possible; 3:1 side slopes are required due to the sandy soils found in this area. The
culvert will be replaced utilizing a track-hoe excavator. While front end loaders will
place fill material. Eventually a motor grader will finish grade the project prior to
paving.
11. Explain the purpose of the proposed work: By Statue, NCDOT is required to pave all
unpaved Secondary Roads. To ensure that the roadway meets current safety standards,
the road will be paved to a width of 20 feet, 6 foot grass shoulders will be installed on
each side and 3:1 side slopes will be provided within the 60 foot right-of way.
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 (USACE) and Ken Averitte (NCDENR-DWQ) reviewed project.
(09/21/06)
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.
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
Page 7 of 12
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.
1. Provide a written description of the proposed impacts: Remove and replace existing
culverts along SR-1521, which is necessary to provide the minimum current safety
standards.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
Wetland #1 Fill 0.008ac No 4700' PEM1C
Wetland #2 Fill 0.022ac No 0 PFOIE
* 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: 0.030 ae
Total area of wetland impact proposed: 0.030 ac
3. 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 seci )
Crossing #1 Culvert 20 LF UT to Colly Creels 3 ft. Perennial
Crossing #1 Cleanout 25 LF UT to Colly Creels 3 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.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.11121nuest.c0m, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 45 LF.
Page 8 of 12
4. 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)
Name Water)
(if applicable) 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.
5. 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.
The existing culvert is severely deteriorated and must be replaced.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
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/stn-ngide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation will be provided by EEP viz Quarterly Report. (0.008 Ac. of Non-
Riverine Wetlands and 0.022 Ac. of Riverine Wetlands)
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/wM/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 Ft'.
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.
IX. Environmental Documentation (required by DWQ)
Pale 10 of 12
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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .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 1 I 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.
Erosion and Sedimentation Control Plan shall be incorporated into the Construction Plans
XH. 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.
X1U. 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).
None
GrT/o
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
v al'1 ?' a'1#?' ' ?
f 1 1 4 ? ?_
-12
•, .\ :? ' , ? it ?, ! ? ? 1. ? j ?t?; ? a ' t. # { ' a ? • 1, ?,/ ?? '?- t ?
r 1 I ?:
I ,
11 rr ,

i

CIO

O
O
O
N
z ma?
?
E-s inoAvlAvmadoa 3,111'
N,??
Or
}IYeLL .? 90Cbt'tLSIlIS:3,1lOVO UdDC:173H3
:ON DNIMV210 DMO r1?w
?O ?
VNI'10UVO H12fON '3l1IA311HM'OVOU dWVO NOSIUd 1766 ? (),, - a

ON k=00 N30V18
NOI1V1a0dSNVd.L JO 1N3V4RJVd3a VNIIO'dVO HiUON In ,. ,` MV8 NOILV3NI,30 ONV 11 M WE/Ot
t
tZS? il$ •
,
".• .., i MV8 AdVNIV1113dd 00107JL 0
NolionUISNOO OVO?! AUVON003$ 013Id 3Hl NI SNOISN361I01Vf11DV M183A IIVHS LIOIOVUINOO J AB W4143 A9 NAAW NO11dluos:l? 31V0 'ON
A3A2Jf1S 01313 W02i3 031VWIX02iddV 321V NMOHS SNOISN3I1I0
lJ33NIDN3 1+t? ,OOI=«L :31VOS
MATCH 1 -
1 1
11
1 1
I 1
3Q a0
I I
I I

'
1 I
3 1 1 a
,? I 1
1 1
1 1
1 1
1 1
31
1 1
II
II
I I
1 I
I

s
a I a
I
I
I I b
1 ?
34 00 bA ?j ?j '
I 1 0 0 ?
I 1 V ° '?

"
?
? I bn
I
',t 1 1 1 O O ? ?n c.
1 lo,o o c ?Mz
?
X I I
? O C
`
\ oo(
31 Q ?? O O
I I?°OOC
I I'? 001
I I° 0 0
0
11
000
1 1? 0 0 O
1 I
O O
? N
-1
I I
OOc ?N
?
I 1 O O
?W
I i OOC ??

n- (n
oo?
00
+0£
idOti LO 30 ? (? Q

a
1
I I
OOC
?
I I 00
I I' 0
OC
°
l I? 0
ti
0C
I I?
00
j II o0C
I I 00
o g?bb
? 0 1
¢U 00
Z ¢ I l? 0oc
co 0?
i
ib 00
g? 00(
I- o I I 00
z I.
'I
I
I
I 0
Od96'Z6+9Z
r
C?!
LO
(Y
C?
D
0
O
SINE - 52+50
MATCH
1 1
I I
I 1
I I
7 1 I ?,
a I 1
I 1
I : ,I
1`y I
1 1
? 60
51 1
1 1
I I
II
I I
I. 1
I I
I 1 ?
a 1 1 a
I I
00
I I
I 1
1 ?I
II
II
I I
I I
1 1
0 1 1
r 4? Q°
a I 1
II
U)
I I
I I
I 1
I I
1 I
I I
I o,I
. 4? 60
I I
I I
1 1
? 1 I
? I I
I I
I I
I I
I I
4? p0
I I.
II
?? I I
ti? I ?1
f?? I 1
I I
l? I I 7
I 1 ?
41 I I
I 1
I I
I I.
LO
U)
?I
0
p
0
010
-041 39+00
MATGN
0
0
u
U
U)
MATCH LINE -
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
l
Project /Site: .S'? ?j 2) ?/?owi s F2?• 1 J•
Date: g?ZIIO
Applicant I Owner: Nc '?) t)i County: Rlad'-w
Investigator: State: /VC-
Do normal circumstances exist on the site? Yes No [/ Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No Transect ID:
Is the area a potential problem area? Yes No ?? Plot ID:
(explain on reverse if needed)
VEGETATION
Stratum Indicator
Dominant Ph nt Species Dominant Plant Species Stratum Indicator
1
1. ( b, A I- / Ei, / . D6L 0. JIIJPLt4 ct-to S T-Ac 1
2. f%Fk Wc,,f E obl- 10. J
3. 7?1o,
4. wt 12.
5. ('.?"J 'FA-- V3 13.
6. R.-d ?op-L ?F_ bh L-
- 14.
c
7. Lo W . IL Iii Ne i . t-a is.
8. Pee MOA(P -L U) 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). /Do
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species arelare not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
( y?A?s ?t1?Grc(anao A?eieS Occvv
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake; or Tide Gauge
- Aerial Photographs Primar Indicators:
Other _ Inundated
- _?Saturated in Upper 12"
No Recorded Data Available _ Water Marks
Drift Lines
Sediment Deposits
Field Observations: -
- Drainage Patterns in Wetlands
Depth of Surface Water: -2 _ (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_
Depth to Free Water in Pit: -? (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: - D - (in.) - FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: /?P? cd ,2?tjJA J t, ,;_1eeaCCvrW
?.

SOILS
Map.Unit Name . 'I
(Series and Phdse): P4All l' wrl (Y
'-S Drainage Class: Dsr

Taxonomy (Subgroup):-?e-v,m 'lC /u J
l?iC 01no,nrts Confirm Mapped Type? Yes_ No

Profile Description:
Depth Matrix Colors
Mottle Colors Mottlo Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
O O (J(QOr1?Cef•

I?r 1
D- 0' A 2
m
Sid .
IOU v, -1/z S?,d
ID Q r 2/1 5,
Hydric Soil Indicators:
_ Histosol
_Histic Epipedon Concretions
V sigh Organic Content in Surface Layer in Sandy Soils
_Suifidic Odor
_Aquic Moisture Regime Organic Streaking In Sandy Soils
?Llsted On Local Hydric Soils List
_ Reducing Conditions _Listed on National Hydric Soils List
t/G(eyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: ?" 41- lk O?" ,, -A,alct a ? h vSpNic ?ctr?{. dv? s ? 9?rJ iaJ?.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point
Wetland Hydrology Present? Yes - ? No Within a Wetland? Yes V"' No
Hydric Soils Present? Yes =?No
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual. /I
?fPa 1'TQoI j ^ t% PVS. si9 n; h?(?N? CYi S v tee A"&' Occ-r'-r Cue 4
???i??rlc,tx'l? 2Nd 2d• a-rl? 176w?. ?iN? ?i??l- 6?-G(/c?? /!Y?'?e'x??-
t-S inoAVl Awadoa 3
1
' prM N3? yµvw ao B O-C-0I1M ls:311A avo
:ON DNIMVUO 1
11
DM0 „? y?wlay? ) r

' VNll0aV0 HIHON'3111A311HWOVOa dWVa NOSINd toL ?+
°O ' q`y ,pya Y
ON
AIWOO N3QVl9 NOIlVl?IOdSNVHI d01Nn VYlUVd3a VNI-IOUVO Hl?ION r
S MV21 NOI1V3N11300NM1=
GM aS MV21 AUVNIV41198d
NOIlOnaGNOJ OVOH AIAVON003S •0I31d 3H1 NI SNOISN3WI0 lvniov Ad1U3A llVHS aOlOVb1N00 ?Y? A6 C.MHO As NMUO NoI1d1Uos3o
KaMnS cmu WOUd 031VWIXOHddV 3UV NMOHS SNOISNBW10 U33NIDN3 IidaoN nnI
Mq T cy ??NF
s 6
°

II
II
I I

o
z
1 I ,- w
1 I00 [if z

;Poo zz
?
0(
' g
j 00 p
i 001
00 O
z
00,
00
00,
I I , _
000
0
0
I ? 0
0
C
I 00
000
i OOC
000
16 oo0
60 Pa -o0o(
x000
1 1 -o00c
I I o U00"00,00,
I I ; X000
I ? -000C
I p00o
I 0001
I la 000
ono
I
c 0`
00
0 00C
I
1
00
1i00
I
O
a
I
1
511
?I II
II
I I
I I
1 13
I' e
a I
I 1
I 1
I I
5? 00
1
I
Ill
I I
I 1
II
II
I I
I I
1

I
'
0
5 i
1 i
1
r
C\l
LO

F-
0
g
}
0
O
0
o_
i
w
Q
U
U)
Nl?v
0
z
?U
¢o
?o
p o
II
?U)
C
C-0 ?U
JOO
JOO
o00
X00
000
D00
000 I
J000
000 I I
000 I I
)000
0000 I I
0000d?7? Pal
)000 I Io
0000
)0000 I. I
0000 I
)000 I
to 0000
)0000 r1 1
ooooo I I
L X0000
ooooo I I
0 o,
Io000
00000
100000
00000
00000
3000004
I
00000 M
) 00000 I
00000 I
) 00000
0000001
100000
000000 I
0
00000 000 00
000000
)00000
000000
w )00000
0 1000000
oooOoo?
000000
000000
X00000
000000
0000
a
Uc?
'b II as
q r .?
o?
MATT. 52+50
-L-- 6+50
0
0
w
J
Q
U
O

I

70 I

a
I
0
I ? oo
I I ? oo?
?I I
I
1, 16000
i O o 0 C
I 0000
0000
p I I I'
I 0000
Cb
I
T-
r
??V V l Juv.. __
00000•
100000
000000
IOOOOOC
000000
O O
O
O
c
1
0
000
0
0
D
000000

00000( O
D000000
oooooc
000000.
000000
oooooc
-000000
o0000c
00000
1
000000
oooooc
000000
Q
Ooo000
00000
! 0 0 0 0 0 0
a0?
00000( O
0
0
0
0
0
0
'
I r/
?
o
o
o
o
o
c
I 00000
000000
I 000000
000000
I?I? OOOOOC
I b 00000 z
oooooc

I 000001 ¢Ci

¢
000000
I W

I
?OOOOOC r
Q
I I?ooooo 00
oooooc z11
I I '
0
00
0
00 g LL
0
0
0
0
0
I I ?'
U)
00000( W
7q p 00000 ??
oooooc
00000
000000
OOOOOC
000 O 00000
100000 00000(
O o O o O ? O O O O O
000000 to00o0(
00000od 01 ooooo
)00000 00000
000000 I I - ooooo
00000
0000(
)ooooo I ;ooooo
0000001 I 00000
000000 I I' 0000
00000
Dooooo 0000
00000 0000
0000 ooooo
0000 000(
0000 ,I 1110000
oooo .I I I I
)ioo0d?, 1 I
goo I I
Inn
I I
I I
O O O O C.
I `?^OOOOC
vve-fl"J *4/7
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: ? ?1? - 15.21 &Grr; 5 Imo- ?? Date: q 2/
Applicant / Owner: IJC 'Dt,+ ?i V * County:
Investigator: State- Nc-
Do normal circumstances exist on the site? Yes No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ?No Transact ID:
Is the area a potential problem area? Yes No__Ien- Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
4
? C
- F
^ 9. ?la?k w;l 06?-
?
?
f6c
2. _T 10. St'rt1ac_ (5hipldi) 5. t1m,
3-?i
-1
'
3
F4c
4. T CA F-- F 12. Lobloll,.
1
ide
1
5. 6;&er) bre;r° ( icur• I V. -F A?,V)+ 13.
6. Inv le .5 Ac+ 14.
7. S?Ivcrli q 5 ? -
C
i/ 15.
16
8. r r ?_ ?R
y .
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 6q `Yo _
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species aretare not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
-r4rn Ar)-ve" ?ma'pi ) ?m?c;1Q ?dve 4 ??,..r ry Vfg. LA
wf4 W

; td,
Clf^
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _? Inundated
- _Saturated in Upper 12"
No Recorded Data Available
- Water Marks
-_-,D-rfft Lines

Field Observations: Sediment Deposits
-
- Drainage Patterns in Wetlands
Depth of Surface Water: -p - (in.) Secondary Indicators:
aa Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: U (in.) Water-Stained Leaves

4 _ Local Soil Survey Data
l T
t
N
t
FAC
(in.)
Depth to Saturated Soil: ra
es
eu
-
-
_ Other (Explain in Remarks)
Remarks: f{ v?? ?jQ d z&, e,, 5-1c odtdj U)akV tens /JJme 0JU-40 •

OWIPd t/11-11 AAA alla0.
Gl

SOILS
Map Unit Name (? /
?
l
?C?) S
'
(Series and Phase): ass: rc
ie5 Drainage C
r
Taxonomy (Subgroup): 4)ovru_ .C rY*?di JqYiS1S Confirm Mapped Type? Yes_ No

Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc. _
ova
3/2 SANG Aroa c. Y,\", .,-
Hydric Soil Indicators:
Histosol Concretions
_
_ Histic Epipedon , t gh organic content in Surface Layer in Sandy Solis
_ Sulfidic Odor -Organic Streaking in Sandy Soils
_ Aquic Moisture Regime -Listed On Local Hydric Solis List
jeducing Conditions -Listed on National Hydrlc Soils List
IZGleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: ?v?u /??yh J
xu ?F
??c,zn..tC.,- cIv' ?4 fug jc .. '?r, 1416my
!
4;45 n
AIA of s .
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes _L,,-No Is the Sampling Point
Wetland Hydrology Present? Yes J? o Within a Wetland? Yes ?No.
Hydric Soils Present? Yes o
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual. 1
¦
Wetland Grassing 02

VKQtland . , Crossing #2
Aw-
F S_ ?
T 4 ?•
%

L-S :ON ONIMV210 1noAVi mcivou 31111,0ma
VNIIOUVO HiUON'311IA311HM'OVOU dWVO NOSIdd V614
ON'A1Nn0O N30VIG NOUV12JOdSNVU1 JO 1N3W1'dVd30 VNIl0UVO HIUON
tZsl. US
N0110nUiSNOC AVON AdVON003S '013113Hl NI SNOISN3NIO ivmov Ad12d3A11VHS dO10Vd1N00
'A3ANjns 01313 NIOaj 031VNIXO dddV 32dV WOHS SNOISN3NI0
?^L P
r N 0.
H Q (7
oA II ' -?
.r
b tj w
z v
U?
a 0Q
0
V ? vU
w /
C/] C!1 N 12
i o o
00(
/ OOC'
ono
00
1,361 0 O
/ 901 0
O O C pass
/ /; OOC
000
00
0 0
o O C
1A1 0
1 ?? 00
1341 0 0 C
I 1°0 O O
1 1 ?? 0()
1_00?
I o O C
I; 00
I; OC
1 00
0 C CdLV91,+Z£L
I I ?O n

I I
I I
I I
I
301 tW 100
II
I I
I I
I I
I I
I I
I I
I I
I I
1281 100
I I
O
z
¢w
w U
Z
m
o?
Q?
F-
w
?: z
z
MATCH LINE - 127+50
w0
J ~
U .J
00 z
w = a-
m O S.
?ZO
cn z
00
X Z
W H¢- :E
>JO
OwDu,
ZdYOCV
N
V_
110-0
Cn
O
D
Q
O
cj?
b
0
J
Q
U
U)
00-E-O t' LZS 12IS 3113 OVO 19 30 L :133HS
O &w a
1Y35 _ f ? ? ? • Mtlil NOIIV3NIl30 ONV113fJ1
MVa A2IVNINI1321d
?S ?y~ ASUNH0 All NAAUG NOI1dlUOS30
2d33N1'JN3 Htao? ''?
_ COOL=.,G

I
00
00
or I (=?J 1
1451
/ 00
azs. / /
44
/ /00
142/ / ??
/00
MATCH LINE - 154+50
1 1
1541 100
II
I I
I I
I I
iI
I I cr
I I
I 1
I I
1521 100
I I
ICI
LO
V_
ry
U)
\O
T
J
C]
Q
OL/
0
0
111
J
U
U)
140 0
V/6Ial-i '- `I
DATA FORM
ROUTINE WETLAND DETERMINATION //11 I
(1987 COE Wetlands Determination Manual) WIVGr-? 5;??
cin,J„? f?UWer ?i Ne
Project /Site: ' 1-521 (Alo v ri s M Date: 9 2
Applicant / Owner: NC t7o-F D ,(.# 6 County:
State:
Investigator
Do normal circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes Nor/ Transact ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VFr.F_TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. SI VGr t'i ?Jq .? FA C_ 9.
2.- C Pe
)
_
' c/ 1 a?w- v L
S ? 10.
11
3. (-)
Rey
.0
e, It c .
4. ??icwrf fA We , H _ r4c.w 12.
5. 13.
6. 14.
7. 15.
g_ 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). SD
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
S
4'
'
J
_
'
arorf?9 0-?,m via o 4*_kao
S 4A?
5Pecl's Weve Wf
Pbwer J
1Nt. _P~1 P I
UViJev ueA

HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
-
Other _ Inundated
- _Saturated in Upper 12"
No Recorded Data Available - Water Marks
Drift Lines

Field Observations: Sediment Deposits
_
- Drainage Patterns in Wetlands
Depth of Surface Water: ^ o " (in.) Secondary Indicators:
- Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 4 (in.) _
_ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: c - ??o ?rv
1
O /?O lal iN yZD / C, S W c II ct S 57' ??''r -IdjrI d. e-
+ J
?a
f Z r?' CC c I?//1? 7
JJ
/
A
SP?rtYl?rt.'?/?? ?T?l?rr/?1. ?C?r ?rc.-cn??iP
(L_11?0
5? d??
SOILS
Map Unit Name 'I 01"'N (Series and Phase): 4NN t Cyeh SP?iP S Drainage Class:
r ?U e o
1 v
Taxonomy (Subgroup): II ?f1eymiG /VDIC tfal_k?uc Confirm Mapped Type? Yes_ No
0
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
finches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. „? ?(
Q ()1c4cin ( c? I E27 t <Y
n?/OrQor.L /'7? G.c(
o l A. /Dvr 41
9- 12 • c. 9 f??. v
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon =High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor _,Prganic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
educing Conditions -Listed on National Hydric Soils List
__Reducing
or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: - e-p, Tw P.ntfwo-. u k)jt ij? A-v- Uri
AnIA
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes 3?No t/ No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes ?No_
Hydric Soils Present? Yes R
emarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Ar ny Corps of Engineers Wetlands Delineation Manual. '
o y4vrrt /.gv cw?ec? va w e P v S J?eti t"J
Pv
P?
V
O}Q?
P
/ LETTIE JOHNSON
LETTIE JOHNSON
0
ti
Q
60, R/W / 50.30' CL ROAD ELEV.
EXISTING 24' RCP O 32' 47.31' TOP OF PIPE ELEV.
=LINE 2.99' OF COVER EXISTING
CRA VEL RD.
`R.1521- L1 LINE
apv
GQ'
LETTIE JOHNSON 60, /w
PQ
LETTIE JOHNSON
APPROX. 2,763' FROM X-PIPE TO CL S.R. 1525
PLAN VIEW OF
EXISTING PIPE
BLADEN COUNTY9 N.C.
S. R. 1521
8/7/06
SCALE 111 = 60'
6 6 o O
w in IT O
rn
M
I Q.
1?-
I O
II Ln
I
i I
JII
O
d I' O
I +
CL 00
M
fY
w I?
> l
O O
I
> Ln
I
W I, m
-i CD
w
J
/ I
O I I O LL
Ln O
o II +
Ln II r_ Cr
M
II n -
1 ?
II N O
+ L n
P-
I
? o =
I? o O
00 M n
II + z
I CL U/
I _
f V
L
1? x
' N a? W
I c? c
I, z
I F= '`
I
I,m o w vv
JI,}
II°
I J
, M
II O
I?
I
I?
O
O
w
r4,)_
O O O
?o U-) v
6 6 6
O Ln IV

I
N
I C
L
!L
CL
c J
w IJ
> a
O ILL.
w Io I-
w I w
J Z
U
I N wN
M J
Z Lr)
p I v Q
Ln
II
II I
I
J I J
U I U
?I
bI
I
F-
N ?
M I w
Ql ? ? Z
? w.
U I v F- O
M
N I w OQ
C?
_Z
F- J r?i
N IQ
X w
IL
w
O
I=
N
c
O
O
O
Lr)
O
r
n
O m
0
O
LO
O
O
Q
N
L
M0
O O O
lD Ln Q'
Pv
P=
V
Q?
P
LETTIE JOHNSON
LETTIE JOHNSON
PROPOSE TO REPLACE
o1D EXISTING 24' RCP O 32'
Q WITH 30' RCP 0 52'
/ INVERTED 20% BELOW DITCH BOTTOM
60' R/W
GRAVEL RD.
-? .F? 1$21 _ - -L- LINE
LETTIE JOHNSON QQp?\1 / 60' RIW
PQ
LETTIE JOHNSON
APPROX. 2,763' FROM X-PIPE TO CL S.R. 1525
PLAN VIEW OF
PROPOSED CONSTRUCTION
BLADEN COUNTY9 N.C.
S. R. 1521
8/7/06
SCALE III = 60'
0 0
6 6 0
v
\ N O
i t

v
I ~ ?
W
a_ I u
U
?
d
I

0
W
IJ
J v
N

Z
>
O
z Q
ILL 0
Z
O

>
O I-
I
p F
N
~ _
J
LL) a
M, I X
w
w O
Ur,
U
J c L Z
W N
O
?'? I N
N J-
Z In
F-
Q Y Q
z
II O \
C\J O
li U
J I
U I J
U p
w -
I Cr _
n V)
w
a

N I-
? a
v 0
lf) I
w
> z w

DCJ
F- Z
L d . N_
x
w
V

U Q ?- o > O
ao U[
I v OQ O
Ln
a
Q O
+
0
M n?
J D
IJ ? LL
Q W
0
W Ilt
~
L/) 10
0
0 a,
ti o
O
n Q
0 0
4-o Ln 0
Q

-
J_i4'. -7
Crossing *1 Upstream

1 11. 1
Crossing 01 Downstream