20050881 Ver 1_Complete File_20050520

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 21, 2005
Fieldstone, LLC
Attn: Bobby Collins
1322-A Cape St. Claire Rd.
Annapolis, MD 21401
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 050881
Wake County
Subject Property: Cannon Ridge Drive Extension
UT to Walnut Creek [03-04-02, 27-34-(4), C NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Collins:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.0635 acres of wetlands, 158 feet of streams (158' permanent & 20' temporary) and 18,310
square feet (fe) of protected riparian buffers for the purpose of road extension at the subject property, as described
within your application dated May 20, 2005 and received by the N.C. Division of Water Quality (DWQ) on May 20,
2005 and all additional information submitted and received by the DWQ on August 10, 2005. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3402
(GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the
protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration
of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your project, you
must notify us and you may be required to send us 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 conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 21-1.0506 (h). This approval requires you to
follow the conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
impacts:
Amount Approved Units Plan Location or Reference
Stream 158 (feet) Sheet 1
404 Wetlands 0.0635 (acres) Sheet 1
Buffers 18,310 (square ft.) Sheet 1
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httR://h2o.enr.state.nc.us/ncwetlands
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
Fieldstone, LLC
Page 2 of 4
9/21/05
2. Erosion & Sediment Control Practices
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.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including
the design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained to flow in a diffuse manner
at non-erosive velocities through the entire protected stream buffers without re-concentrating. If this is not
possible it may be necessary to provide stormwater facilities that are considered to remove nitrogen. In an
effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B .023 3(5)), you have
provided the DWQ with level spreader designs submitted on August 10, 2005. The DWQ believes that
additional diffuse flow provisions are still needed. A Neuse River Basin stormwater management plan for
this project shall be provided to this Office before any of the impacts approved herein are conducted. The
plan shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow
through the protected buffers or nitrogen removal as described above will be achieved.
7. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar high
visibility material) for the areas that have been approved to infringe within the buffer, wetland or water
prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC 3402.
Fieldstone, LLC
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9/21/05
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for
impact under this Certification Approval and Authorization Certificate. A sample deed notification can be
downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the
sample deed notification may be modified as appropriate to suit to this project.
9. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles are not
altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile)
must be maintained above and below locations of each culvert. Culverts shall be designed and installed to
allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes
are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or
CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone Deborah Edwards or Ian McMillan at 919-733-1786.
AWKIdae
Enclosures: GC 3402
Certificate of Completion
Sincerely,
Alan W. Klimek, P.E.
cc: Jay Keller-Skelly and Loy, LLP, 6404 Falls of Neuse Rd., Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050881 CannonRidgeExt(Wake)401+NBR
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2005-0881
(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: 39
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: ?
H. Applicant Information D a?? O
1. Owner/Applicant Information AUG 1 0 2005
Name: Fieldstone LLC• Bobby Collins DENR - WATER QUALITY
Mailing Address: 1322-A Cape St. Claire Rd; Annapolis, MD 21 A R BRANCH
Telephone Number: [phone] Fax Number: [phone]
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: Jav Keller
Company Affiliation: Skelly and Loy LLP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkellergskellyloy.com
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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: Cannon Ridge Drive Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1733114851
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): Approximately 1.2 miles East of
I-440 and South of the intersection of Poole and Old Poole Roads in Raleigh, NC.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.5': W78° 33.2'
(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): 26.72 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Walnut
Creek.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with ephemeral stream transitioning to
intermittent near southern property line. Residential area.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: To install
two stream crossings in order to complete the extension of Cannon Ridge Drive to Heritage
Manor Drive The first (eastern) crossing involves installing 80 if of 36" diameter RCP, 7 if
dissipater, and headwalls The second crossing involves one 51 if 36-inch diameter culvert, 7
If dissipater, and head wall as part of the bridge implementation. The culverts will be placed
in accordance to best management practices (BMP's) to allow aquatic passage. Sheet 1 of 1
(Layout & Grading Plan) for details This bridge will complete the Cannon Ridge Drive
Extension project which will provide connectivity between Heritage Manor and Cannon's
Ridge subdivisions The stream channels are approximately 4 ft. in width. Equipment to be
used includes a trackhoe and bulldozer.
Additionally, the installation of an 8" sewer line will be located in the southeast corner (lot
9) A 20-foot easement is required and trenches will be excavated using a trackhoe. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the sewer
line crosses the approximately 4 to 6-foot stream the pipe will be place under the bed of the
stream The channel excavated for the pipe will be approximately 3-foot wide. A 20-foot
temporary easement will be maintained during construction and the stream will be graded to
its former elevation upon completion
11. Explain the purpose of the proposed work: The construction of the road culverts will be
necessary to complete the Cannon Ridge Dr. Ext. It will also provide access to the southeast
corner of Fieldstone Subdivision for the proposed 11 residential lots and future areas.
Additionally, the sewer line is needed in sustaining the development of the proposed lots.
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.
n/a
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.
j
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
Page 7 of 12
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Two permanent stream crossings are
proposed to be installed on two unnamed tributaries to Walnut Creek. One temporary stream
impact is proposed for a sewer line Impacts to the tributaries include excavation and filling.
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) (es/no (linear feet
1 fill 0.0285 no 0 if Forested wetland
8 fill 0.035 no 28 if Forested wetland
* 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.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: .6 acre
Total area of wetland impact proposed: 0.0635 acre
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 )
I fill 97 UT Walnut Creek 4 ft. intermittent
2 fill 61 UT Walnut Creek 4 ft. intermittent
3 Temporary
excavation 3(20) UT Walnut Creek 4 ft. intermittent

* 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mUquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 158 ft permanent.
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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 Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma (acres) bay, ocean, etc.)

* 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.):
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 proposed path of Cannon
Ridge Drive was selected to avoid as many wetlands as possible and cross the two streams at
desired locations. The first (east) stream crossing was placed perpendicularly in a very straight
section of stream, at a radius of curvature to satisfy emergency vehicle flow, to minimize impact
to the riparian wetland, and provide lot sizes according to the area. The second (west) stream
crossing was also placed perpendicularly in an very straight section of stream; therefore
minimizing stream impact. It is also built on an existing sewer line, downstream of a large
headwater wetland, and upstream of its changeover to a perennial stream. This brides
complete the Cannon Ridge Drive Extension project which will provide connectivity between
Heritage Manor and Cannon's Ridge subdivisions. It will also provide access to the southeast
I corner of Fieldstone Subdivision for the proposed 11 residential lots and future areas. The
financial viability of this project depends on the development of this road and sewer line. The
proposed path of the sewer line was selected to avoid as many wetlands as possible while still
maintaining the lowest elevation possible. There are also existing manholes near lots 1, 9, 10, &
11. The proposed line will be an extension of that existing sewer line and will satisfy the City of
Raleigh's criteria fora gravity driven sanitary sewer line.
Page 9 of 12
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 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
hqp://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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. The project will establish and maintain wetland and
upland vegetated buffers to protect open waters along both tributaries to Walnut Creek. Both stream
crossings have been determined by DWQ personnel as being intermittent. Please refer to Attachment
1 (February 3, 2005 DWQ stream identification) and Attachment 2 (Photos 1, 2, & 4) for details.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Page 10 of 12
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 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 11,396 sf 3 n/a
2 6,914 sf 1.5 n/a
Total 18,310 sf n/a
* 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 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. Riparian buffer mitigation is not required
since each crossing is less than 1501f and 1/3 acre of riparian buffer impacts.
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. Total acreage: 26.72 Ac. Impervious areas: existing 0; proposed-71,500 SF 0.64 Ac.);
6.14%. Stormwater on site will be collected and discharged via level spreaders and preformed scour
holes to achieve diffuse now through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Two level spreaders will be installed near the stormwater discharge areas adjacent to
Lots 8 & 11 to handle the 010 flow. Level spreader and preformed scour hole design is based upon
DWQ's Draft Level Spreader Design Options v.1.0, dated October 10, 2001. We have also attached the
level spreader worksheets and O & M Agreement Attachment 3) for the on-site stormwater structures
near Lots 8 & 11. While under construction temporary, custom sedimentation basins will be installed
outside of the buffers to protect them against sedimentation alongy with other appropriate sedimentation
and erosion control measures in compliance with the Wake County S & EC requirements.
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.
To City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
21'?i'/a5
1-11 Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
'Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
1?&ELLYavo LOY
ENGINEERING - ENVIRONMENTAL
CONSULTANTS
Phone: [phone]
Fax: [phone]
August 8, 2005
Deborah Edwards ?,
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
?c?F= adrL 2, p
Re: Fieldstone Subdivision S&L Project #: 2603005 D
Canon Ridge Drive Extension AUG ? 0 2005
DWQ Project # 2005-0881 Wake County
Raleigh, Wake County, North Carolina Mn?ri M0STORMvn ER?BMKH
Dear Ms. Edwards:
Thank you for speaking with Harold Yelle and myself last week to address the
issues below. We are submitting the additional information requested from written
correspondence on July 1, 2005. We are requesting for NC Division of Water Quality
(NCDWQ) written approval under Section 401, Clean Water Act, 33 USC 1344. This will
assist in compliance with Water Quality Certification (WQC) 3402 and its accompanying
Nationwide Permit (NWP) 39. We have also revised the PCN application to clarify our
requests. We have addressed your included written comments in the following
paragraphs.
1. Please provide a Wake County Soil Survey with the project location identified.
Please refer to Attachment I (February 3, 2005 DWQ stream identification) for
details. This attachment includes stream identification form, Wake County Soils
Map, and USGS topo map.
2. Please show all wetland impacts including fill slopes on the site plan
The proposed wetland impact areas have been identified. Additionally, we have
labeled the wetland impact areas on the site plan. The impacts include 0.0285
acres of wetlands near Lot 1 and 0.0385 acres of wetlands on and adjacent to
Lots 8/9.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
DWQ 401 Certification &
Neuse R. Buffer Rules Re-Submittal
Fieldstone Subdivision; Cannon Ridge Dr. Ext.
August 8, 2005
Page 2 of 3
3. Please provide cross section details showing the provisions for aquatic life
passage.
Please refer to the bottom of the site plan for cross section details. Both 36" wide
culverts will be placed 6" below the stream bed to facilitate aquatic life passage.
4. Please indicate the diffuse flow provision measures on the site plan at the
location near lot #1, in addition, submit level spreader worksheets and the
Operations and Maintenance Agreement that can be found on our website for all
stormwater management proposed.
Concerning diffuse flow provision measures near Lot 1, please refer to the site
plan. There are existing structures on the adjacent subdivision that are shown on
the Site Plan and Attachment 2 (Photo 3). We have also attached the level
spreader worksheets and O & M Agreement (Attachment 3) for the on-site
stormwater structures near Lots 8 & 11.
5. The proposed stream impacts should be measured by calculating the linear feet
of stream to be filled, not linear feet of the proposed pipe. The proposed
impacts on the site plan seem to exceed what is proposed in the Pre-
Construction Notification Application (PCN), please recalculate and modify the
PCN. In addition, please submit any information confirming that DWQ has been
to the site to determine that this stream is intermittent, not perennial as
indicated in the PCN.
We have clarified the proposed stream impacts on the revised PCN. The
proposed stream impacts near Lots 1 and 8 are 61 If and 97 If, respectively.
Please refer to Attachment 1 (February 3, 2005 DWQ stream identification) and
Attachment 2 (photos 1, 2, & 4) for details concerning the intermittent streams.
Within Attachment 1 is a stream identification form (score: 22) that was completed
adjacent to the proposed road crossing near Lot 1. Additionally and as seen in the
photos, surface hydrology is absent in all of them.
6. You are proposing an extension of Cannon Ridge Drive; this road will connect
the Cannon Ridge Subdivision and Heritage manor. Will this project be
considered separate and complete by the USACOE or will the impacts be
considered cumulative to one of the existing projects.

DWQ 401 Certification &
Neuse R. Buffer Rules Re-Submittal
Fieldstone Subdivision; Cannon Ridge Dr. Ext.
August 8, 2005
Page 3 of 3
This project is part of Fieldstone Subdivision and is separate and complete. The
northwesterly adjacent Fieldstone Townhomes property is part of this subdivision
(please refer to Attachment 4). The private sewer outfall indicated on the top left of
the Site Plan currently serves the Townhomes. No wetlands or streams were
impacted by the Fieldstone Townhomes. This subdivision exists because of its
access to Old Poole Road.(NC 1007).
We are requesting for NC Division of Water Quality written approval under Section 401,
Clean Water Act, 33 USC 1344. If you should have questions or require additional
clarification during the review please feel free to contact me immediately at (919)878-
3535 or email: [e-mail].
Sincerely,
Skelly and Loy
Jay Keller
Wetland Ecologist
Cc: Harold Yelle, PE, PLS
Attachments:
Sheet 1 Layout & Grading Plan
Attachment 1 February 3, 2005 DWQ stream identification
Attachment 2 Site Photographs
Attachment 3 Level spreader worksheets and O & M Agreement
Attachment 4 Wake GIS site topo & stream map
?? W APEo / Michael F. Easley, Governor
William G. Ross Jr., Secretary
\OC? pG North Carolina Department of Environment and Natural Resources
7 Alan W. Klimek, P.E. Director
> Colleen H. Sullins, Deputy Director ?Ir ;? -` i- - Division of Water Quality
February 3, 2005
NBRRO1105-0032
County: Wake
Skelly & Loy, LLP
6404 Falls of Neuse Rd.
Raleigh, NC 27615
Attn: Mr. Keller
BASIN:
Neuse River X Tar-Pamlico
(15ANCAC 2B .0233) (15A NCAC 2B.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Fieldstone
Location/Directions: Located off of Poole Road and Maybrook Dr.
Subject Stream: UT to Walnut Creek
Date of Determination: 2-3-05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Too a hic
S1 Buffer Fla X
S2 Buffer Fla X
S3 @ Buffer Flag 22 X
S4 Not Contested x X

40',rA
'Lx
Raleigh Regional Office 1628 Mail Service Center NC_bUi-MR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
2 1 3",'2 C s
v% CC 5
V
=_-ce 2 c5 2
This on-site determination shall cipire five (5) years front the date of this letter. Landowners or affected parties
that dispute a determination made by the Day Q or Delegated Local Authority that a surface water exists and that
it is subjcct it) the buffer rule may request a deternsination by the Director. A request for a determination by the
Director sha.11 be referred to the Director in writing clo Cyndi Karoly, DJVQ WetlandV401 Unit, 2321 Crabtree
FAA-J., llalei.Th, <l'C2,'601-2?60. Individuals that dispute a determination by theD{YQ or Delegated Local
• authority that •`e--vempts" a surface water from the bitffcr rule nnay ash for an ad judicatory hearing You must
act within 60 days of the date that you receive this letter.: applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DIVO recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearin+g, send a fvritten petition, ?vhiclt conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Marings, 6714,11ail
Sen-ice Center, Raleigh, 1:C 27699-6714. This determination is fatal and binding uttless you ask fora hearing
within 60 days.
The (owner future ox•ners) should notify the Division of Water Quality (including any other Local, State, and
Federal.4gencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit far the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1736, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-576-8441.
Respectfully, Michael Horan
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Storrawater/Wetlands Office
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Z?
l
Date: Z S Project: Latitude:
Evaluator: ? A Site: T ( 7 A Longitude:
Total Points:
y: Other
Stream is at least intermittent Count
its 19 or perennial if a 30 Z Z e,9 quad Name:

f 3, )
A. Geomorphology (Subtotal=
Absent
Weak
Moderate
Strong
1a. Continuous bed and bank 0 1 3
2. Sinuosity 0 1 ?- © 3
3. In-channel structure: riffle-pool sequence 0 © 2 3
4. Soil texture or stream substrate sorting 0 1 Q 3
5. Active/relic floodplain 1 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel OD 1 2 3
8. Recent alluvial deposits 0 1 2
9 a Natural levees 1 2 3
10. Headcuts 0 2 3
11. Grade controls 0 0.5 1.5
12. Natural valley and drainageway 0 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No
Yes = 3
-Man-made ditches are not rated; see discussions m manual
B. Hvdroloav (Subtotal= S 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 2 3
16. Leaflitter 1.5 0.5 0
17. Sediment on plants CM 0.5 1 1.
18. Organic debris lines or piles (Wrack lines) 0 0.5 1
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.5
C_ Bioloav (Subtotal = 3. S10 1
20 . Fibrous roots in channel 3 2 0
21 . Rooted plants in channel 3 2 1 <ZJ
22. Crayfish (M 0.5 1 1.5
23. Bivalves 0 1 3
24. Fish OD 0.5 1 1.5
25. Amphibians ® 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 1.5
27. Filamentous algae; periphyton 0.5 1 1.5
28. Iron oxidizing bacteria/fungus. Q? 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FA CW = 0.75; OBL = 1.5 SAV = 2.0; Other
IC
items zu and tt locus on the presence of upland plants, item 29 tocuses on the presence of aquatic or wetland plants.
Sketch: ?/ th-ed
Notes: (use back side of this form for additional notes.) J ??n?
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DWQ Project No. ` 00 K? -Q 1
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: F!E L!?)-ro _ i `
Contact Person: N ATz.:':>L_ D Phone Number: (?Ic*t) 31-/a
3 533
Level Spreader ID:. FE? S 4-Z
Level Spreader Length Lt r ft.
Drainage Area ac.
Impervious Area ('7 C} ac.
Maximum Filter Strip/Buffer Slope C . :]z) _ %
grass
Max. Discharge from a 10 Year Storm _ cI cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation 'f u ti G} G2oJ r.,v) ??1 e n
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(& forforestecl IeaNittler-eover, 8% for thick ground cover)'
(thick ground cover or grass, canopied-forest-with-leaf-litter
g
Pre-treatment or Bypass Method z
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licant Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
- W44 No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 00 e-?° "° O g f
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : F l 1' L_DE
Contact Person: 1-4 d FZ0 t_D U-E I _ t C Phone Number:
Level Spreader ID: F E S 5
Level Spreader Length 12-1, ft.
Drainage Area t7 ,, ac.
Impervious Area O I ac.
Maximum Filter Strip/Buffer Slope 3 , 43 %
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6%-fef4orested7-leaf-litttercover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm 1,31 cfs
Max. Discharge to Level Spreader I . -::! i cfs
Filter Strip/Buffer Vegetation TH iG IC r t-e ou tiD Ca U ;EP,._ (thick ground cover or grass, eanopied-fareat-with-leaf-I+tfer
greundcoVeRry
Pre-treatment or Bypass Method a /A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lica s Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Hales are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Nlk Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
L.FV6-4 S?k-ERn&-2t -*4Z f -Tt (FeS-?
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
At K-1?
Print name: Fcrb?ouE_ . j,),e, . 2
Title: ;0(f4' *7j5
/Yfs??'e¢E>??(
Address: 15rep _3 gEZ RU Af R?/?l S??iG? E lyhi 2>i o Phone: 1- 410 - 01- 2c oo
Signature:
?? c
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
4? ?. C t_ __, a Notary Public for the State of 06? CA_ yL1 ,
I, 1A2N-NLA
County of do hereby certify that AA )Tc _
personally appeared before me this 2 day of. ?- and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and

u! nm.la! oca?,
0??? N••?! \i•4?-
cou
SEAL
My commission expires Z•Z(,o•b_7
Page 1 of 1

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 1, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Fieldstone, LLC
Attn: Bobby Collins
1322-A Cape St. Claire Rd.
Annapolis, MC 21401
Subject Property: Cannon Ridge Drive Ext.
REQUEST FOR MOn INFORMATION
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 2005-0881
Wake County
Page 1 of 2
Dear Mr. Collins:
On May 20, 2005, the Division of Water Quality (DWQ) received your application dated May 20, 2005 to
impact 0.04 acres of wetlands, 143 feet of stream and 18,310 square feet (ft) of protected riparian buffers
to construct the proposed road extension. The DWQ has determined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetland, streams and/or buffers on
the subject property. Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and 2B .0233(8) and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a Wake County Soil Survey with the project location identified.
2. Please show all wetland impacts including fill slopes on the site plan.
3. Please provide cross section details showing the provisions for aquatic life passage.
4. Please indicate the diffuse flow provision measures on the site plan at the location near lot #1, in
addition, submit level spreader worksheets and the Operations and Maintenance Agreement that can
be found on our website for all stormwater management proposed.
http://h2o.enr.state.ne.us/newetlands/regcert.html.
5. The proposed stream impacts should be measured by calculating the linear feet of stream to be
filled, not linear feet of the proposed pipe. The proposed impacts on the site plan seem to exceed
what is proposed in the Pre-Construction Notification Application (PCN), please recalculate and
modify the PCN. In addition, please submit any information confirming that DWQ has been to the
site to determine that this stream is intermittent, not perennial as indicated in the PCN.
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
None Carolina
Ntara!!y

An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
t Fieldstone, LLC
Page 2 of 2
7/1/05
6. You are proposing an extension of Cannon Ridge Drive; this road will connect the Cannon Ridge
Subdivision and Heritage Manor. Will this project be considered separate and complete by the
USACOE or will the impacts be considered cumulative to one of the existing projects.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Fr?
CBK/dae
I(Sincerely,

Cyndi Karoly,
401 Oversight/Express Permitting Unit
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jay Keller-Skelly and Loy, LLP, 6404 Falls of Neuse Rd., Raleigh, NC 27615
Filename: 20050881Fieldstone(Wake)hold

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? please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
K please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicam proposed lot layout as overlays on the site plan.
? please indicate tb,°. location of the protected buffers as overlays on the site plan.
[] please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage. . . .. .......... ...
? please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
?-?? t cry
k
Please indicate the diffuse flow provision measures on the site plan. F-1 Please indicate whether or not the proposed impacts already been conducted. d-
Avoidance and/or Affni'mization Not Provided G Cep S "? V'\a t'R+t-V\CLOX
E3 The labeled as on the plans does not appear to be necessary. Please eliminate the dr provide additiotal
information as to why it is necessary for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer.. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? please provide copies of the application, copies of the site plans and other supporting information.
NTitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in IS A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
? ? ?? t £ ?°
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?OF \ NA
rF9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
>
Alan W. Klimek, P.E. Director
Division of Water Quality
July 1, 2005
DWQ Project # 2005-0881
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Fieldstone, LLC
Attn: Bobby Collins
1322-A Cape St. Claire Rd.
Annapolis, Md21401
Subject Property: Cannon Ridge Drive Ext.
REQUEST FOR MORE INFORMATION
Dear Mr. Collins:
On May 20, 2005, the Division of Water Quality (DWQ) received your application dated May 20, 2005 to
impact 0.04 acres of wetlands, 143 feet of stream and 18,310 square feet (ft) of protected riparian buffers
to construct the proposed road extension. The DWQ has determined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetland, streams and/or buffers on
the subject property. Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and 2B .0233(8) and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a Wake County Soil Survey with the project location identified.
2. Please show all wetland impacts including fill slopes on the site plan.
3. Please provide cross section details showing the provisions for aquatic life passage.
4. Please indicate the diffuse flow provision measures on the site plan at the location near lot #1, in
addition, submit level spreader worksheets and the Operations and Maintenance Agreement that can
be found on our website for all stormwater management proposed.
http:/ih2o.enr.state.nc.us/newetlands/regcert.html.
5. The proposed stream impacts should be measured by calculating the linear feet of stream to be
filled, not linear feet of the proposed pipe. The proposed impacts on the site plan seem to exceed
what is proposed in the Pre-Construction Notification Application (PCN), please recalculate and
modify the PCN. In addition, please submit any information confirming that DWQ has been to the
site to determine that this stream is intermittent, not perennial as indicated in the PCN.
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
1 Fieldstone, LLC
Page 2 of 2
7/1/05
6. You are proposing an extension of Cannon Ridge Drive; this road will connect the Cannon Ridge
Subdivision and Heritage Manor. Will this project be considered separate and complete by the
USACOE or will the impacts be considered cumulative to one of the existing projects.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Fiqb Cyndi Karoly,
401 Oversight/Express Permitting Unit
CBK1dae
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jay Keller-Skelly and Loy, LLP, 6404 Falls of Neuse Rd., Raleigh, NC 27615
Filename: 20050881 Fieldstone(W ake)hold

MAY 20tuuJ
Office Use Only: Fonn Version May 2002
1304R_ WATER OAUW BRAN
USACE Action ID No. DWO wo?? 05088 1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
RECEIVED
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: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: F]
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: n
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: n
II. Applicant Information
1. Owner/Applicant Information
Name: Fieldstone LLC; Bobby Collins
Mailing Address: 1322-A Cape St. Claire Rd; Annapolis, MD 21401
Telephone Number: [phone] Fax Number: [phone]
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: Jay Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller(a,skellyloy.com
Page 5 of 12
III. Project Information
3
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: Cannon Ridge Drive Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 1733114851
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): Approximately 1.2 miles East of
I-440 and South of the intersection of Poole and Old Poole Roads in Raleigh, NC.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.5'; W781 33.2'
(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): 26.72 acres
Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Walnut
Creek.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with ephemeral stream transitioning to
intermittent near southern property line. Residential area.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: To install
two stream crossings in order to complete the extension of Cannon Ridge Drive to Heritage
Manor Drive. The first (eastern) crossing involves installing 85 if of 36" diameter RCP, 7 if
of rip rap apron, and headwalls. The second crossing involves one 51 if 36-inch diameter
culvert and head wall as part of the bridge implementation. The culverts will be placed in
accordance to best management practices (BMP's) to allow aquatic passage. Sheet 1 of 1 for
details. This bridge will complete the Cannon Ridge Drive Extension project which will
provide connectivity between Heritage Manor and Cannon's Ridge subdivisions. The stream
channels are approximately 4 ft. in width. Equipment to be used includes a trackhoe and
bulldozer.
Additionally, the installation of an 8" sewer line will be located in the southeast corner (lot
9). A 20-foot easement is required and trenches will be excavated using a trackhoe. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the sewer
line crosses the approximately 4 to 6-foot stream, the pipe will be place under the bed of the
stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-foot
temporary easement will be maintained during construction and the stream will be graded to
its former elevation upon completion.
11. Explain the purpose of the proposed work: The construction of the road culverts will be
necessary to complete the Cannon Ridge Drive Extension. Additionally, the sewer line is
needed in sustaining the development of the proposed 11 residential lots.
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.
n/a
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. 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: Two permanent stream crossings are
proposed to be installed on two unnamed tributaries to Walnut Creek. One temporary stream
impact is proposed for a sewer line. Impacts to the tributaries include excavation and filling.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
fill 0.04 no 271f Forested wetland

* 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.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: .4 acre
Total area of wetland impact proposed: 0.04 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 fill 92 UT Walnut Creek 4 ft. intermittent
2 fill 51 UT Walnut Creek 4 ft. intermittent
3 Temporary
excavation 3(20) UT Walnut Creek 4 ft. intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 143 ft.
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 map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* 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): E] uplands F-1 stream E] 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.):
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 proposed path of Cannon
Ridge Drive was selected to avoid as many wetlands as possible and cross the two streams at
desired locations. The first (east) stream crossing was placed perpendicularly in a very straight
section of stream, at a radius of curvature to satisfy emergency vehicle flow, to minimize impact
to the riparian wetland, and provide lot sizes according to the area. The second (west) stream
crossing was placed in an area where the stream is less sinuous; therefore minimizing stream
impact. It is also built on an existing sewer line, downstream of a large headwater wetland, and
upstream of its changeover to a perennial stream. This bridge will complete the Cannon Ridge
Drive Extension project which will provide connectivity between Heritage Manor and Cannon's
Ridge subdivisions. The financial viability of this project depends on the development of this
road and sewer line. The proposed path of the sewer line was selected to avoid as many
wetlands as possible while still maintaining the lowest elevation possible. There are also
existing manholes near lots 1, 9, 10, & 11. The proposed line will be an extension of that
existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven sanitary
sewer line.
Page 9 of 12
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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.
The project will establish and maintain wetland and upland vegetated buffers to protect open
waters along both tributaries to Walnut Creek.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres):
n/a
Page 10 of 12
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes F-] 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 R
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 D
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
(Neuse), 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 11,396 sf 3 n/a
2 6,914 sf 1.5 n/a
Total 18,310 sf n/a
Lone i extenus out .iv sect perpenarcuiar rrom near oanx or cnannei; Lone t extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260. Riparian buffer mitigation is not required
since each crossing is less than 1501f and 1/3 acre of riparian buffer impacts.
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. Total acreage: 26.72 Ac. Impervious areas: existing-0; proposed-71,500 SF (1.64 Ac.);
6.14%. Stormwater on site will be collected and discharged via level spreaders and preformed scour
holes to achieve diffuse flow through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Two 20 if level spreaders will be installed near stormwater discharge areas adjacent lot
8 to handle the Q10 flow. Level spreader and preformed scour hole design is based upon DWQ's Draft
Level Spreader Design Options v.1.0, dated October 10, 2001. While under construction, temporary,
custom sedimentation basins will be installed outside of the buffers to protect them against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance with the Wake
County Sedimentation and Erosion Control requirements.
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.
To City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact permit application?
Yes r-1 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).
,5'- as -- o
' Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
1DTVoQa*Opri
3 * §1MDdAmYxmudkNEU% Sow*Dar&U= i 7-Oft StA:1:2400 Dttal 111 Darm- G5T1
September 5, 2003
TO: Skelly and Loy, LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina 27615
FROM: Robert F. Collins
1332-A Cape St. Claire Rd.
Annapolis, MD 21401
I, Robert F. Collins , as a representative concerning the property on
Poole Road , do hereby authorize and give permission for Skelly and Loy to represent
or act as agent on our behalf and allow the COE or any other regulatory agency to go on the
property with an Skelly and Loy representative for such purposes as necessary to perform the
job tasks.

Mr. Robert F. Collins Date
1332-A Cape St. Claire Rd.
Annapolis, MD 21401
MAY 2 0 2005
Office Use Only: DENR-HEAT
?,?,T gldiay 2002
L 4MS MID ST
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing PA i MENT
1. Check all of the approval(s) requested for this project: RECEIVED
® 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: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: r]
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: Fieldstone LLC; Bobby Collins
Mailing Address: 1322-A Cape St. Claire Rd; Annapolis, MD 21401
Telephone Number: [phone] Fax Number: [phone]
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: Jay Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: jkeller(a,skellyloy.com
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: Cannon Ridge Drive Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 1733114851
4. Location
County: Wake
Nearest Town: Raleigh
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): Approximately 1.2 miles East of
I-440 and South of the intersection of Poole and Old Poole Roads in Raleigh, NC.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 45.5'; W781 33.2'
(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): 26.72 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Walnut
Creek.
8. River Basin: Neuse
(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: Forested tract with ephemeral stream transitioning to
intermittent near southern property line. Residential area.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: To install
two stream crossings in order to complete the extension of Cannon Ridge Drive to Heritage
Manor Drive. The first (eastern) crossing involves installing 85 if of 36" diameter RCP, 7 if
of rip rap apron, and headwalls. The second crossing involves one 51 if 36-inch diameter
culvert and head wall as part of the bridge implementation. The culverts will be placed in
accordance to best management practices (BMP's) to allow aquatic passage. Sheet 1 of 1 for
details. This bridge will complete the Cannon Ridge Drive Extension project which will
provide connectivity between Heritage Manor and Cannon's Ridge subdivisions. The stream
channels are approximately 4 $. in width. Equipment to be used includes a trackhoe and
bulldozer.
Additionally, the installation of an 8" sewer line will be located in the southeast corner (lot
9). A 20-foot easement is required and trenches will be excavated using a trackhoe. The
easement will be graded to the pre-existing elevation and seeded for grass. Where the sewer
line crosses the approximately 4 to 6-foot stream, the pipe will be place under the bed of the
stream. The channel excavated for the pipe will be approximately 3-foot wide. A 20-foot
temporary easement will be maintained during construction and the stream will be graded to
its former elevation upon completion.
11. Explain the purpose of the proposed work: The construction of the road culverts will be
necessary to complete the Cannon Ridge Drive Extension. Additionally, the sewer line is
needed in sustaining the development of the proposed 11 residential lots.
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.
n/a
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. 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: Two permanent stream crossings are
proposed to be installed on two unnamed tributaries to Walnut Creek. One temporary stream
impact is proposed for a sewer line. Impacts to the tributaries include excavation and filling.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
fill 0.04 no 27 if Forested wetland

* List each impact separately and identity 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.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: .4 acre
Total area of wetland impact proposed: 0.04 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 fill 92 UT Walnut Creek 4 ft. intermittent
2 fill 51 UT Walnut Creek 4 ft. intermittent
3 Temporary
excavation
3(20)
UT Walnut Creek
4 ft.
intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 143 ft.
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 map)
Type of Impact* Area of
Impact
(acres)
(if applicable) Name Wate) Type of Waterbody
(lake, pond estuary, sound,
bay, ocean, etc.)

List each impact separately and identity 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): F] uplands n 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.):
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 proposed path of Cannon
Ridge Drive was selected to avoid as many wetlands as possible and cross the two streams at
desired locations. The first (east) stream crossing was placed perpendicularly in a very straight
section of stream, at a radius of curvature to satisfy emergency vehicle flow, to minimize impact
to the riparian wetland, and provide lot sizes according to the area. The second (west) stream
crossing was placed in an area where the stream is less sinuous; therefore minimizing stream
impact. It is also built on an existing sewer line, downstream of a large headwater wetland, and
upstream of its changeover to a perennial stream. This bridge will complete the Cannon Ridge
Drive Extension project which will provide connectivity between Heritage Manor and Cannon's
Ridge subdivisions. The financial viability of this project depends on the development of this
road and sewer line. The proposed path of the sewer line was selected to avoid as many
wetlands as possible while still maintaining the lowest elevation possible. There are also
existing manholes near lots 1, 9, 10, & 11. The proposed line will be an extension of that
existing sewer line and will satisfy the City of Raleigh's criteria for a gravity driven sanitary
sewer line.
Page 9 of 12
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 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.ne.us/ncwetlands/stn-ngide.htmi.
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.
The project will establish and maintain wetland and upland vegetated buffers to protect open
waters along both tributaries to Walnut Creek.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Page 10 of 12
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes n 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 F] No F]
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 R No Fj
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No 0 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 11,396 sf 3 n/a
2 6,914 sf 1.5 n/a
Total 18,310 sf n/a
- cone i extends out .w tees perpenatcuiar rrom near oanK of cnannei; cone G extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260. Riparian buffer mitigation is not required
since each crossing is less than 150 if and 1/3 acre of riparian buffer impacts.
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. Total acreage: 26.72 Ac. Impervious areas: existing-0; proposed-71,500 SF (1.64 Ac.);
6.14%. Stormwater on site will be collected and discharged via level spreaders and preformed scour
holes to achieve diffuse flow through the Neuse River Buffers in compliance with the Riparian Area
Protection Rules. Two 20 if level spreaders will be installed near stormwater discharge areas adjacent lot
8 to handle the Q 10 flow. Level spreader and preformed scour hole design is based upon DWQ's Draft
Level Spreader Design Options v.1.0, dated October 10, 2001. While under construction, temporary,
custom sedimentation basins will be installed outside of the buffers to protect them against sedimentation
along with other appropriate sedimentation and erosion control measures in compliance with the Wake
County Sedimentation and Erosion Control requirements.
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.
To City of Raleigh
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F-] No
Is this an after-the-fact permit application?
Yes F-1 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).
- C>5
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
3D T9*QwAs Cq)xgW -t 199! DdAne Yamv* N E U% Sme Data: USGS i -Oft Stair: 1: ?400 DWA- DI Dxmi - WGM
September 5, 2003
TO: Skelly and Loy, LLP
6404 Falls of Neuse Rd.
Raleigh, North Carolina 27615
FROM: Robert F. Collins
1332-A Cape St. Claire Rd.
Annapolis, MD 21401
I, Robert F. Collins , as a representative concerning the property on
Poole Road , do hereby authorize and give permission for Skelly and Loy to represent
or act as agent on our behalf and allow the COE or any other regulatory agency to go on the
property with an Skelly and Loy representative for such purposes as necessary to perform the
job tasks.
Mr. Robert F. Collins
1332-A Cape St. Claire Rd.
Annapolis, MD 21401
`161 a00,3
Date
NC DENR - DIVISION OF WATER QUALITY
WETLANDS AND STORMWATER BRANCH
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650

10.4914141

70 4 11,60 0005 8758 3944
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¦ Complete.items 1, 2, and S. Also complete.
item 4 If Restricted Delivery is desired.
¦ Print your name and address on the reverse
..so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Fieldstone LLC
Attn: Bobby Collins
1322-A Cape St. Claire Rd
Annapolis,MD 21401
DWQ# 05-0881 Wake
A. Signature
X
B. Received by (Printed Name)
? Agent
? Addressee
C. Date of Deliver)
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address beloW: . ? No
3. Service Type
? Certified Mail
? Registered
O Insured Mail
13--Express Mail
? Return Receipt for Merchandise
? C.O.D.
4. Restricted Delivery? (Extra Fee) O Yes
2. Article Number 7004 1160 0005 8758 3944
(rransferoom service 1 ,
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UNITED STATES POSTAUSERVICE

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Postage & Fees Paid
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~v l 0 2 ~ ~ / i ~ ~ Z / I ~ t ' ~y ~ 0~ TJ F~ ~
i ~ ' ~ J BUF RIM CTS ~ , / ~ i T AND IMPAC S ~ WE L \ .5 1 ~
1,2 2 s . ~ ~ I ~ i q ~ j ! ~ 1,526 sq.ftH ~ 8 i ~ I ,
~ 0.03 nacres ~ ~o / 0~ ' ~qF. I ~ ~ , 1 ~ O.b35 acres - _ - _ , ~
V ~ , ~ _ ~ ~ v' ~ .
' I / r ~ l MH~k4A I ` ~ -
' ~ `o ~ } ~ ~ MH~k4A ~ / I ' ~ ~ ~ ti c 4~ ~ \ WA R MH/ ~ I oc~ 9 i to.oo' sE ACK PROPO: i 0 ~ 1 PROPOSED I / t
TLAND iMPAC S ~ MANHO~ G VAL ~DISSAPATO MANHOLE ` ~ ` ,
. ~ V .ft. ' 1 TYP. A~ ,242 sq ~ ~ x. - Tom. ~ ~ ~ • ' ~ OUTFACE #1 - - - - - - --r- AIH 3A r.•, f ~ 1
~ zc oo~ \ 0. 85 acres ~ M Y R ~ g"S _ ~
~ G / ~ - 8S ~ 8S ` , ~YI$TIidG 6' CLOSE FrNCE ~ ~ r~~M M K K~.'x~~x ~
(7. - - 1( \ ~ ,
1y0 SI LK ~ ~ ~ x ~ A ~ ~ ~ _ ~'f
~ i 4 ~ A ~ Ilr: L ~ ~
_ . _ ~ 20' C. ~~9y G \
/ ^ ' / TREE 1 , ~ ~r ' - I I J
END OF EXISTING ~ ~ ~ A ~ PRESERVATION / ~ CANNON RIDGE DRIVE ~ ~ ~ " \ i AREA N ~ ~ F i- r n n r ~ r~
IMPROVEMENTS , ~ / GAK R!9Gt REAL'Y ~ ,~I _;.RU . _ - F. 1I'FV ~ ~j ~ ...fit. -
/ ~ ~ ~ i ~ D.~. 8444, 06.;' L~~S.ANiS, ~V~'~L;r w ~ ~ ' ~ ~ _7'~~Z N
z RECENTLY BUILT ~ p~n, ? ~ ~;_1(!__~~~' g, 9+41, 0 0 \ 1:1 3 ~ ...,.,E •~yi 114 ~ ~.i ~~~lv '"~.~~~~~N ~ ~ ~5 ~ ~ - ' DR 941 0, ~ ,:.c ~ ~ . ;
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o ~ _ GENERAL CON6TRUC110N NOTES: I
t. ALL t:dI51t1C11011 SHALL CONFOIM 10 TILE CM9EN7 CITY OF ~ ~ \ iE gSMENT O1TY OF RALEIGH ANO W
cu NCOOT STANDARB DETAI.S AND SPECIHCATgNS. 2 ALL CLAM AND GUTTER SHOYN ON SIZE IS STMOAAD Z4' CUIR NS i STAIOAAD Z4' CURB A!O ~ ~
~ GUTTER. ALL OUTIER 91gMN INTHNI INNT-OF-WAY SHALL BE Sl OF-wAY SIIA~L ~ STAIgARO JO ~j.~ H
~ ~ I U ~ ~Cdi/lE1E OOORDNATE l1STM1G A10 AUTOCAD REIF/~SE u p TOCAD 1lQF/4SE 1L DItAMMIG FllE w. ~ ~~Q ~1
THE CONiRACtpI 91 ~LOGATE Nl U1U1E3 PRIpR TD OOIMM ~ r t t ~1 ptAGRiG AcnM1Ex CpITACT IA000 AT -900-b32 Y ~ f mES PIOOR TD COINAEIICEMENT OF ~+lj ~eoo-ems w~ roR 0; 7f off, . 9
3 S. ML DIENIOIIS~ARE TO BAtT( CE GMII, {MESS OTHFi ?•~r S {MESS OIFIERMSE STATED ; G• ~ Y ~
a aN PLAN9. . ~A~ 4 ~+u~ rMn+ SECnaN oEruLS off a S
Q ROADWAY 8. ALL PAVBt81T ON SIZE 9IALL BE N AOCOIDNICE Mnl SECitC s ~ ~ SF1EEf ~ T EXCEED ~ 7. Tlt SLtpE OF HAIpCAP PARXNO SPACE't SHALL 110 24951 ; _ ~ s swAU 1107 ExcEEO ~l~' ~ ~
~ FOOT. TILE tAIE#AL SLOPE OT SgEMAU( SHALL NOT EXOTED 2C cU c PROPOSES ~ 1 ~ a (MESS ORfRMSE f107ED ALL PROPOOlEO SPOT ELFNAnONS AP ~M>T~~ ,F~~•. Qd~ o 1 sroT aEvATaNS AI# TOP av 9 . ' A
c ASPHALT CN PttIN1ED S1MpAtE. AND NOT NDIC 4 ~ No ~ wacATEO A.
c NORMAL STREAM 0. STO9 ALL ARK OISRAINA 9Y OOIISnKTC110N. ,D PA1fD Olt PLAIflED. UPON COtIPtEnOH OF OtliQM10 ACIIMTIES. I u CHANNEL ELEVAITON FESCIt N AOOaDANCE ~ SEEDNC SC?NDUl OII pETAR. SNEE >fuor+c ACIIMTIES, usE aESa ~ ~ i out a osrwL 9FETS / ,
~ to SEE ARditfAURAL PlAN6 PoR 9UtLONi ORENSTDIIS A10 FE ~ o~xaaa Nc FEATURES ~ E" ~ MMLT7, eAao~Ow vRGTECnoH off
c~i~ tPgF1~1tES%AINp~PNE ~ERICAnONS OF F'~LNES Ow z 1T, 11E lO?0M/PHY IIONI 'HAS F1E1D LOCAI#D 9Y ne Pt>tt eY TMs ~ Z ~
O ~ 13. All sAMTAR'? SEtI~I SLOPES At0 PTE tL7101NS Alt COIPU' A1K COIPUIED FROM Zg r O
w t~i.H~oaillNlCAU s KT~~R MN~is au&I To PNu xis FLUSH no Pfau FA4FVDIT
c GRADE OR K ll0Ttt1 N MOIi-PAV® = 1S. SENER LATt91A1S W ~ PLAL'FA AT A LNr1lM xAPE OP tx a BURY NVERT OF PIPE AND 0.S% oN r LINES. aFArIDVR tIALi. eE P~ AT SQ' N Iwruw snort a ah urns ~ ~t so' wTERVALS AIO
TO DEPTH OF 6 lb AT 9EN0 PLrI1S. ALL CitANOUIff w PAtiEO AitA4 91M1'R Ai i AlIFJ14 9Ult ~E APPROVED LOAD Z
ACCOMODAIE AQUATIC LIfE c t9. WATER PANS SHALL HAVE A IIIAIIM aF OOYEIt. t7. CON51R1lCT ALL Flt H70MMYf WITH SASE FT,Al10F SOI NoIE ' aF aorER. ~i llst a""°E Sq 11C}~ES ABOVE T? A TJ u T ~ 6 T F t )
FINAL GRADE. 16. CgIw"m BALL am me GRUB ENTMlE R/U 07NN to HARE R/M WHIM 100' OF ALL vtlni aiiv r
ROADWAY CULVERT PIPE *1 MOM 9 CWWW" IS KWONSOU FOR INWRINC POl11VE DRS ;U- MRMW POOMW ORAO&AOE TO ALL 40 0 20 b 80 1w
i CROSSING DETAIL 20 GEAW" 15 $11MCHOU FOR RE 90PEC"M Or 111E CCP SPECIM Or THE COISAM7CAOM Oi
° ALL 1EPIMVA 21CM CUM OF OERWIM WSPEC1ION REPORT n 9M68-TED 10 1E M" 010NUTMO INSPECTIONS MANAGER AT p c 1140, R4E10t NC 27M OR FAMED 71 (Mfi) 531-UM. 0 MSPECAOM REPORTS WJST BE ECTI" YAMAWR AT P.O. BOX
C"
a 1 inch = 40 ft
Y Ln SHEET 1
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