20061811 Ver 1_401 Application_20061106

ARCADIS
Infrastructure, environment, facilities
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
2~ ~ 6 1 8 ~ 1
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
www.arcadis-us.com
Subject:
PCN Application for Notification -City of High Point Storm Water Capital
Improvement Project -Woodbrook Drive - Otteray Avenue Site, High Point, Guilford
County, North Carolina
Dear Sir/Madam:
Please find attached two copies of the Pre-Construction Notification (PCN)
Application for the above referenced project. The PCN Application is being provided
to the Division of Water Quality for notification purposes. The City of High Point is
proposing to perform storm water maintenance activities at the Woodbrook Drive -
Otteray Avenue site to improve drainage. Impacts associated with the proposed
maintenance activities total approximately 85 feet (0.027 acre) of permanent stream
impacts. No wetland impacts will occur from the proposed maintenance activities.
If you have any questions, please contact me at [phone].
Sincerely,
ARCADIS G&M of North Carolina, Inc.
Linda Diebolt
Senior Scientist
Copies:
Chris Thompson -City of High Point
Linda Pass -ARCADIS
WATER RESOURCES
Date:
20 November 2006
Contact:
Linda Diebolt
Phone:
220
Email:
Idiebolt C~ arcadis-us.com
Our ref:
G RH PT006.0001
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2 0 0 6 8 1 1
Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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: NWP-3
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 h ~ ~, ~~~~ ~
"~ °~ .rte ',, ~ _,...
II. Applicant Information , , '-.~~
NE_, V ~ ~ Li.)~l~i
1. Owner/Applicant Information i~~r~i,, ~~~;=~
Name: City of High Point ~^'Q~ ~"'° ~~'~~+~av,~r~~„~,11eM
Mailing Address: Chris Thompson
P.O. Box 230
211 South Hamilton Street
High Point, NC 27261
Telephone Number: 336.883.3215 Fax Number: 336.833.1675
E-mail Address: chris.thompson(a~hi pointnc.~ov
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: Linda Diebolt
Company Affiliation: ARCADIS
Mailing Address: 801 Corporate Center Drive, Suite 300
Raleigh, NC 27607
Telephone Number: 919.854.1282 Fax Number: 919.854.5448
E-mail Address: ldiebolt(a~arcadis-us.com
Updated 11/1/2005
Page 5 of 14

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 maybe 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: City of High Point Storm Water Capital Improvement Project -
Woodbrook Drive - Otteray Avenue Site
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Rotary/Famss
Directions to site (include road numbers/names, landmarks, etc.): Project Site: Woodbrook
Drive near Otteray Avenue -from I-85 go north on US-311/N. Main Street towards Ashland
Street. Continue on US-311/N. Main Street for 5.8 miles. Turn left onto W. Parkway
Avenue (<0.1 mile). W. Parkway Avenue becomes Woodbrook Drive. Project site is located
on Woodbrook Drive at the intersection of Otteray Avenue.
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): 35.98630556 °N 80.02637778 °W
6. Property size (acres)
7. Name of nearest receiving body of water: Unnamed tributar tY o Payne Creek
8. River Basin: Yadkin-Pee Dee
(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/admii~/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: Developed - urban/residential within the Cit~gh Point
Updated 11/1/2005
Page 6 of 14

10. Describe the overall project in detail, including the type of equipment to be used:
The Woodbrook Drive - Otteray Avenue Site project is a maintenance project that will
improve drainage. Two (2) existing 95-foot 30" reinforced concrete pipes under Otteray
Avenue will be replaced with a 95-foot ei t-foot by six-foot box culvert. The box culvert
invert will be buried one (1) foot below the streambed on both ends. An existing retaining
wall at the culvert inlet will be removed. Rip rap aprons will be placed in the stream at both
the inlet and outlet of the culvert. An existing sewer line that crosses the unnamed tributary
to Payne Creek will also be replaced. Approximately 50 feet of the stream bank will be
graded as a result of the sewer line replacement. Grading will be performed for stream
stabilization. Rip rap will be placed around a sewer manhole that is located adjacent to the
unnamed tributary to Payne Creek. The equipment that will be used to perform the
construction will include an excavator, loader, and compaction equipment.
11. Explain the purpose of the proposed work: The work is being performed to provide
maintenance on the City of High Point storm water infrastructure. The work will improve
the conveyance of storm water and control erosion in the project area.
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. No permits or certifications have been applied for or issued for this
protect at this time.
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.
Future permit requests are not anticipated for the project described herein.
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.
Updated 11/1/2005
Page 7 of 14

Photographs maybe 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: No impacts will occur from
replacement of the existing culvert with the proposed box culvert since they are the same
len t~pproximately 35 feet of impacts to the unnamed tributary to Panne Creek will occur
from the installation of rip rap aprons in the stream channel at the inlet and outlet of the box
culvert. No stream impacts will occur from removal of the existing retaining wall located at
the inlet of the existing culvert. Replacement of the existing sewer line will result in
approximately 50 feet of stream impacts associated with rg adin~ of the stream bank for
stream stabilization. No stream impacts will occur from the placement of rip rap around the
sewer manhole since the rip rap will be placed above the normal water level in the stream.
Precautions will be taken during construction activities to ensure that no construction
material inadvertently impacts the stream. No wetland impacts will occur from the proposed
project.
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: 0 acre
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
perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on ma) Before Im act (linear feet) (acres)
1 UT to Payne Creek Stream Bank perennial 8 feet 50 0.011
Grading
1 UT to Payne Creek Rip rap Perennial 8 feet 35 0.016
Total Stream Impact (by length and acreage) 85 0.027
Updated 11/1/2005
Page 8 of 14

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. dred~ine. flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
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. resultin>; from the proiect:
Stream Impact (acres): 0.027
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.027
Total Stream Impact (linear feet): 85
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:
Updated 11/1/2005
Page 9 of 14

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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. Impacts to jurisdictional
streams cannot be avoided except by choosing_ a no-build alternative. Impacts to the unnamed
tributar ty o Payne Creek have been minimized to the extent feasible. Grading of the stream bank
for stabilization associated with the sewer line replacement has been decreased to the minimum
amount needed for replacement of the existing sewer line. The size of the rip rap aprons at the
intake and outfall of the box culvert have been decreased to the minimum amount required to
prevent scouring at the ends of the culvert. All excavated materials will be removed from the
site. Stockpiled materials will not be placed within jurisdictional wetlands, and sedimentation
and erosion control devices will be placed on the downgradient side of the stockpiled materials.
No live concrete will be placed within the stream channel.
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, available at
http a/h2o. enr.state.nc. ushlcwetlands/strm~ide.html.
Updated 11/1/2005
Page 10 of 14

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 is not proposed in conjunction with this project.
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://h2o.enr.state.nc.us/wrp/index.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 ofNon-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 (federaUstate/local) funds or the use of
public (federaUstate) 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
Updated 11/1/2005
Page i l of 14

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 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
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.
* Impact I I Required
Zone ,_______ r_..,~ Multiplier ,,,~:~:~ ~: _
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
additiona120 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
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. Existing impervious surfaces at the Woodbrook
Drive - Otterav Avenue Site consists of a retaining wall that will be removed and Otterav
Avenue. No changes to the impervious area associated with Otteray Avenue will occur from the
project. Approximate1~0.016 acre of rip rap will be placed within the stream channel to prevent
scouring at the ends of the culvert. Erosion and sediment control measures will be in place
during construction as shown on the attached Erosion and Sediment Control Plan drawing
as identified
Updated 11/1/2005
Page 12 of 14

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.
No wastewater will be generated from the implementation of the proposed project.
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 anafter-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
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: The
proposed maintenance activities at the Woodbrook Drive - Otteray Avenue Site will not increase
development, directly or indirectly. The proposed maintenance activities will improve the
conveyance of storm water and control erosion in the project area.
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 11/1/2005
Page 13 of 14

Applicant/Agent's S gnature Date
(Agent's signature is valid only if an autht~rization letter from the applicant is provided.)
u~~Ga t uuzao5'
Page 13 of 13

Site Location Map
Woodbrook Drive - Otteray Avenue Site
City of High Point Storm Water Capital Improvement Project
Source: USGS Quadrangle Map -High Point West, North Carolina
1 inch equals 0.25 miles

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City of High Point Storm Water Capital Improvement Project
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