20051272 Ver 2_401 Application_20080505

JIMBLANCHARD
AssooTES
A PROFESSIONAL
SERVICES COMPANY
SOLJT:GNS `,WE 1936
SURVEYING, MAPPING & PLANNING
ENGINEERING & DESIGN
April 29, 2008
Jim Blanchard Associates
P.O. Box 5
Kenansville, NC 28349
Mr. Chad Coburn
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
os -1a.01 a-NJ 2
MAY 200
DENk - GYP i t
rYET MWANDSTURmWA7in
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SUBJECT: Indian Grave Creek PCN Application, Duplin County. PA 11)
Mr. Coburn,
Please find enclosed seven copies of the Pre-Construction Notification Application Form and
associated backup documentation for Indian Grave Creek Bank Stabilization, previously
submitted to the Corps of Engineers for a 404 permit. I am also enclosing five copies of the
project plans and a check in the amount of $570.00 for the project fee per our previous
discussions. The project is located in town limits of Kenansville, Duplin County.
This project previously had a DWQ Project # 05-1272. Project was previously submitted as a
"Restoration" project and now is being resubmitted as a "Stabilization" project. The design
submitted in 2005 created a meandering stream and was ultimately determined by the
Kenansville Town Board to be inappropriate for the residential neighborhood. Therefore, the
project is being resubmitted with the revised design focused on stabilization of the erosion areas
that have the potential to damage utilities, roadbeds, and private property. Design is based on
gabion gravity retaining walls to stabilize streambanks.
If additional information or clarification is required, please feel free to contact me at (910) 271-
0613.
Sincerely,
ephen T. Blanchard, PE
P.O. Box 5 Phone: [phone]
Kenansville, NC 28349 Fax: [phone]
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ABLAxmo
AssocmTEs.
A PROFESSIONAL
SERVICES COMPANY
sc!_ r;cri SINCE. 976
SURVEYING, MAPPING & PLANNING
ENGINEERING & DESIGN
January 31, 2008
Jim Blanchard Associates
P.O. Box 5
Kenansville, NC 28349
Wilmington Regulatory Field Office
U. S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
SUBJECT: Indian Grave Creek PCN Application, Duplin County.
Gentlemen,
Please find enclosed one copy of the Pre-Construction Notification Application Form for Indian
Grave Creek Bank Stabilization. The application includes PCN form, Vicinity Map, Project
Plans, and summary descriptions of erosion areas with photos. The project is located in town
limits of Kenansville, Duplin County.
This project previously received a 404 Permit on 13 Jan 2005, Action ID 200401273. Project
was previously submitted as a "Restoration" project and now is being resubmitted as a
"Stabilization" project. The design submitted in 2005 created a meandering stream and was
ultimately determined by the Kenansville Town Board to be inappropriate for the residential
neighborhood. Therefore, the project is being resubmitted with the revised design focused on
stabilization of the erosion areas that have the potential to damage utilities, roadbeds, and private
property. Design is based on gabion gravity retaining walls to stabilize streambanks.
If additional information or clarification is required, please feel free to contact me at (910) 271-
0613.
Sincerely,
,s
Step en T. Blanchard, PE
Phone: [phone] Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. OS ` I Wi a. V Z
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
tA& PA it FY
1. Processing
Nip
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 13
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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:
r=3
II. Applicant Information D p
1. Owner/Applicant Information MAY 5 2008
QUAUTY
lA 2 BRA
Name: Town of Kenansville DW waT?? ma
Mailing Address: P.O. Box 370 VYET1,&NM AMU
Kenansville, NC 28349 &ttw- Lang,
Telephone Number: 910 296 0369 Fax Number: 910 296 0707
E-mail Address:
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: Steve Blanchard, PE
Company Affiliation: Jim Blanchard Associates
Mailing Address: P.O. Box 5
Kenansville, NC 28349
Telephone Number: 910 296 1921 Fax Number: 910 296 1922
E-mail Address: steveAiimblanchardassociates.com
Updated 11/1/2005
Page 5 of 13
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 snaps are provided.
1. Name of project: Indian Grave Creek Bank Stabilization
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Duplin Nearest Town: Kenansville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 to NC Hwy 24
Take Hwy 24 East to NC Hwy 50, turn left towards Kenansville on Hwy 50, go about I mile
Lee Street will be on the right, project is at the end of Lee Street.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34 deg 57'24.5" °N 77 deg 57'08.1" °W
6. Property size (acres): Approximately 493 LF of Streambank stabilization
7. Name of nearest receiving body of water: Tea Swamp
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.st ite.nc.tis/adinin/inaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential, Streambank erosion threatening property
Owner structures
Updated 11/1/2005
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Streambank stabilization using gabion structures and storm water drainage piping.
EQUiDment - Backhoe
11. Explain the purpose of the proposed work: Stabilize an existing streambank to prevent bank
Migration and protect town citizens property.
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.
Project previously received a 404 Permit on 13 Jan 05, Action ID 200401273, DWQ Project #
05-1272. Project was previously submitted as a "Restoration" project. The project objective has
chanced and the scobe of work is now a "Stabilization" broiect.
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.
No
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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:
Updated 11/1/2005
Page 7 of 13
The proposed impacts are installing 10 gabion structures along the creek bank at areas identified
with moderate to significant bank erosion. Gabions will be gravity retaining wall structures with
low level gabion weirs to reduce velocity.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1,200 LF of
streambed.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or I
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
AC1 Indian Grave Creek Perm; Gabion Intermittent 10' 24' .01
AC2 Indian Grave Creek Perm; Gabion Intermittent 5' 96' .01
AC3 Indian Grave Creek Perm; Gabion Intermittent 5' 60' .01
AC5 Indian Grave Creek Perm; Gabion Intermittent 5' 115' .01
AC6 Indian Grave Creek Perm; Gabion Intermittent 5' 45' .01
AC7 Indian Grave Creek Perm; Gabion Intermittent 5' 9' .01
AC8 Indian Grave Creek Perm; Gabion Intermittent 5' 27' .01
ACIO Indian Grave Creek Perm; Gabion Intermittent 10' 63' .01
AC12 Indian Grave Creek Perm; Gabion Intermittent 10' 9' .01
AC13 Indian Grave Creek Perm; Gabion Intermittent to, 45' .01
Total Stream Impact (by length and acreage) 493' 1
Updated 11/1/2005
Page 8 of 13
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation, dredaina. flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
indicate on ma
(p) Name Waterbody
(if applicable) )
ap
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean etc.
) Area of
Impact

(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 0.1
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 493'
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.
Updated 11/1/2005
Page 9 of 13
Previous design submitted in 2005 created a meandering restoration stream. This design was
rejected by the citizens due to the negative impacts on private property, the increase in stream
cross section and the legal aspects of moving a stream that is a recognized property line. This
plan adopted by the Town of Kenansville addresses the specific erosion areas of concern and is
targeting resolving erosion problems that, left uncorrected could eventually damage water lines,
sanitary sewer lines, road beds and buildings.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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 (see DWQ website for most current
version.).
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.
Updated 11/1/2005
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Updated 11/1/2005
Page 11 of 13
2. If "yes", 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 Multiplier Required
(sauare feet) Mititzation
I 1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel. Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Project will not add any impervious area.
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.
Proiect will not create anv sewage.
XIIL 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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Updated 11/1/2005
Page 12 of 13
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Project will not increase development stream is in an established residential neighborhood.
XV. 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).
Updated 1111/2005
Page 13 of 13
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SURVEYING MAPPING 8 PIANNING
ENGINEERING 8 DESIGN
CONDITION: Minor
LOCATION: North Bank, downstream of 48" culvert
PROPERTY OWNER: Mrs. Edna Brinson
DESCRIPTION: Minor bank erosion at end of rock armor.
STABILIZATION: Small Gravity Gabion Wall, Step Pool
Structure
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SURVEYING MAPPING &PLANNING
ENGLNFER ING & DFSIGN
CONDITION: Major
LOCATION: North Bank, Near Greenhouse
PROPERTY OWNER: Mrs. Edna Brinson
DESCRIPTION: Major Bank Erosion, Probably Created by
Fallen Tree
STABILIZATION: Medium Gravity Gabion Wall, Restore
Creek Alignment
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ASSOCIATES
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AC3
SURVEYING MAPPING A PLANNING
ENGINEERING & DESIGN
CONDITION: Major
LOCATION: North and South Bank, Church Drainage
Ditch
PROPERTY OWNER: Mrs. Edna Brinson
Woodrow Brinson Heirs
Kenansville Baptist Church
DESCRIPTION: Major Bank Erosion
STABILIZATION: Medium Gravity Wall Gabion, Restore
Creek Alignment, Realign Church Ditch,
Step Pool Structure
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AssocIATEs
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AC5
SURVEYING, MAPPING 8 PLANNING
ENGINEERING & DESIGN
CONDITION: Major
LOCATION: South Bank, Outlaw Outbuilding
PROPERTY OWNER: Mr. Woodrow Outlaw
DESCRIPTION: Major Bank Erosion
STABILIZATION: Medium Gravity Gabion Wall, Restore
Creek Alignment
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AC6
SURVEYING. MAPPING & PLANNING
ENGINFF'RING 8 DESIGN
CONDITION:
LOCATION:
PROPERTY OWNER:
DESCRIPTION:
Minor
South Bank, Brinson Outbuilding
Mrs. Pat Brinson
Minor Bank Erosion, Undercut
STABILIZATION: Medium Gravity Gabion Wall
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SURVEYING MAPPINGS PLANNING
ENGINFERING 8 DESIGN
CONDITION: Minor
LOCATION: South Bank, Brinson Property
PROPERTY OWNER: Mrs. Pat Brinson
DESCRIPTION: Minor Bank Erosion, Vertical Cut
STABILIZATION: Medium Gravity Gabion Wall, Reshape
Channel Cross Section, Step Pool Structure
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ENGINEERING & DESIGN
CONDITION:
LOCATION:
PROPERTY OWNER:
DESCRIPTION:
STABILIZATION:
Major
South Bank, Brinson Pecan Tree
Mrs. Pat Brinson
Major Bank Erosion, Undercut
Medium Gravity Gabion Wall

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SURVEYING, MAPPING 8 PLANNING
ENGINEERING & DESIGN
CONDITION: Major
LOCATION: South Bank, Across From Ben Williamson
Jr. Property
PROPERTY OWNER: Town of Kenansville
Mrs. Pat Brinson
DESCRIPTION: Major Bank Erosion, Threatening Damage
to Sanitary Sewer and Lee St.
STABILIZATION: Restore Bank, Medium Gravity Gabion
Wall, Restore Creek Alignment
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ENGINEERING B DESIGN
CONDITION: Major
LOCATION: South Bank, Across From Thurman Brown
Property
PROPERTY OWNER: Town of Kenansville
Mrs. Hortense Hasty
DESCRIPTION: Major Bank Erosion, Threatening Damage
to Sanitary Sewer and Lee St.
STABILIZATION: Restore Bank, Medium Gravity Gabion
Wall, Restore Creek Alignment, Step Pool
Structure
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SURVEYING MAPPINGS Pt ANNING
ENGINFERING 8 DESIGN
CONDITION: Major
LOCATION: South Bank, Hortense Hasty Property
PROPERTY OWNER: Mrs. Hortense Hasty
DESCRIPTION: Major Bank Erosion, Threatening Damage
to Sanitary Sewer and Lee St.
STABILIZATION: Restore Bank, Medium Gravity Gabion
Wall, Restore Creek Alignment

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