20050559 Ver 1_Complete File_20050524

?0F W ATF9Q Michael F. Easley, Governor
?) G William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
May 24, 2005
DWQ Project # 05-0559
Wake County
Community Properties
Attn: Neil Matthews
1000 St. Alban's Drive, Suite 400
Raleigh, NC 27609
Subject Property: Victory Church Road Site
UT to Upper Barton Creek [03-04-01, 27-15-(1), WS-IV, 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. Matthews
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 139 feet of streams and 21,243 squa>ie feet (ft) of protected riparian buffers
for the purpose of a residential subdivision at the subject property, as described within your application
dated April 1, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 1, 2005 and all
additional information submitted and received on April 22, 2005 and May 19, 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 2B .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 LAMA 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 2H .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:
401 Oversight/Express Review 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
,atlrrall?
An Equal Opportunity/Affirmative Acton Employer- 50% Recycled/l0% Post Consumer Paper
Community Properties
Page 2 of 4
5/24/05
Amount Approved
nits Plan Location or Reference
Stream 139 feet Sheet 2 of 3, 3 of 3 (5/18/05
Buffers 21,243 (square ft. Sheet 2 of 3, 3 of 3 5118105
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. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected
stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B .0233(5).
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated April 1, 2005. The
DWQ believes that if implemented, as per these plans, diffuse flow will be achieved. However, if
diffuse flow as per 15A NCAC 02B.0233(5) is not achieved, then the DWQ shall be notified and
corrective actions to restore diffuse flow shall be taken if necessary to impede the formation of
erosion gullies. At no time shall stormwater from the proposed development be piped directly
through the buffer without prior DWQ written authorization.
4. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://l12o.e7ir.state.ne.us/sulFornis Documents.htm.
5. 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
Community Properties
Page 3 of 4
5/24/05
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.
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.
7. 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.
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.
9. 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/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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.
Community Properties
Page 4 of 4
5/24/05
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 John Dorney or Cyndi Karoly at 919-733-1786.
AWK/dae
Enclosures: GC 3402
Certificate of Completion
Sincerely,
Ala W. Klimek, P.E.
cc: Sean Clark-S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050559 VictoryChurchRd(Wake)401 +buffer
.. r
p h.
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
?f
Department of Environment and Natural Resources
Division of Water Quality
Attn: Debbie Edwards
2321 Crabtree Boulevard
Suite 250 '
Raleigh, NC 27604
May 18, 2005
S&EC Project # 8336.W3
DWQ Project # 05-559
p@20wF= P
MAY y 9 2005
DENR - wATER QUALITY
V,7E I ANDS AND STORRMATER 6RAt1CH
Re: Requested additional information for the Victory Church Road Subdivision
Dear Ms. Edwards:
On May 10, 2005 you were kind enough to meet with me on several projects including the above
referenced project. Three issues were identified in this meeting that are being addressed in this
submittal. These issues are 1) shading of the buffer impact areas, 2) Impervious calculations, and
3) Corrected stream impacts.
The buffer impact areas have been shaded as requested and the buffer impact totals are provided
on the overall impact map.
Although the overall impervious surface area will be less than 15% the impervious surface
calculations are provided on the attached overall impact map. Due to the site's location in the
water supply watershed impervious surface area cannot exceed 15%.
The NCDOT has approved steeper side slopes at the road crossing locations, which allowed for a
further reduction of the proposed road crossing impacts. The corrected overall stream impacts
total 139 linear feet and energy dissipaters will not be used. A revised PCN form has been
attached which should replace the original form.
Please call or email (SClark a,SandEC.com) if you have any additional questions.
Sincerely,
Sean Clark
Attachments: 1) Revised Impact Maps (3 Sheets)
2) Revised PCN Form
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: l 336) 540-8234
Fax: [phone] Fax: [phone]
I
WITHERS & RAVENEL VICTORY CHURCH ROAD
ENGINEERS 1 PLANNERS I SURVEYORS WETLAND IMPACT #1 MAP
111 ..,.,... Dl- 6..,. With 6...1- 27511 tel. [phone]-167-WOO ....,t?..u.....,..a WAKE COUNTY NORTH CAROLINA
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Note: See Overoll Wetlands Impoct Mop For Area Location & Notes 0 zs 50 75 3 of 3
WITHERS & RAV E N E L VICTORY CHURCH ROAD
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLAND IMPACT #2 MAP
111 ?1,.... 0,1.. Cary. Wt6 27511 tel. [phone]W 1.. 919-167-&008 WAKE COUNTY NORTH CAROLINA
Office Use Only: Form Vcrsion March 05
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
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Community Properties
Mailing Address: Attn: Neil Matthews
1000 St. Alban's Drive
Suite 400
Raleigh, NC 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark SandEC.com
Page 1 of 9
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 snaps 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:_ Victory Church Road Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): The site consists of two properties, 19.08
acres id# 0779984314, and 22.5 acres id# 0789093750.
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is located in Wake
County adjacent to the Durham and Wake County Boundary. Victory Church Road
(SR 1841) borders the site to the north and Jasper Lane is near the southern
boundary.
5. Site coordinates, if available (UTM or Lat/Long): Impact #1 035°56'36.67"N,
078°43'55.05"W , Impact# 2: 035°56'51.09"N, 078°43'43.47"W.
(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): The total size of the two parcels is 41.58 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Upper Barton 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: At present, the property is wooded. The properties to
Page 2 of 9
the north, east and south are developed residential areas. The property to the west
(in Durham County) is undeveloped forested land.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is to allow two road crossings that will give access to high ground
that is otherwise inaccessible due to two iurisdictional streams. Equipment to be
used during construction of this proposed project will be equipment typical of earth
moving and road construction.
11. Explain the purpose of the proposed work: The proposed project is to allow for a 41 lot
subdivision that will provide single family housing to meet the local demand.
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 pennits,
certifications or other useful infonnation. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been issued or applied for concerning this property. In
February of 2004 S&EC performed a detailed wetland delineation on a larger property
that included the subject property. Currently only the Wake County properties are
proceeding with development. Site meetings with Steve Mitchell of the NCDWQ, and
Todd Tuqwell were conducted to confirm the jurisdictional streams and wetlands onsite.
Steve Mitchell confirmed our buffer determination (NBR 04-131) with a letter on April 20,
2004. A wetland signoff map is in the process of being completed for USACE approval.
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 future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to detennine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intennittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 3 of 9
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 stream crossings are
proposed to access the entire property. Impact #1 will impact 79 linear feet of
stream channel and Impact #2 will impact 60 linear feet of stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh,
100-year
Nearest
Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
Impact # 1 UT of Upper Permanent/ Perennial 61 79 0.0109
Barton Creek Culvert
Impact # 2 UT of Upper Permanent/ Perennial 5 60 0.0069
Barton Creek Culvert
Total Stream Impact (by length and acreage) 139 0.0178
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number applicable) e)
(if ap Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
Page 4 of 9
6. List the cumulative impact to all Waters of the U.S. resulting; from the project:
Stream Impact (acres): 0.0178
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0178
Total Stream Impact (linear feet): 139
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by tile USACE.
N/A
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
S&EC was hired prior to subdivision planning to determine iurisdictional channels
and wetlands onsite in order for the site planner to avoid and minimize impacts. The
proposed subdivision plan has only two road crossings to access high ground otherwise
inaccessible due to two iurisdictional channels. Impact #1 is a perpendicular crossing of
79 linear feet. This crossing has been further reduced by getting NCDOT approval to
have steeper side slopes thereby reducing the length of channel impact. By having the
steeper side slopes, the wetland impact previously requested has been completely
avoided. Impact #2 is also a perpendicular crossing and will impact 60 linear feet.
Page 5 of 9
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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.
Because the proposed stream impacts are below 150 linear feet no mitigation is
required from the NC-DWQ. Because the impacts were unavoidable and have been
minimized to the maximum extent practicable we believe that no mitigation should
be required by the USACE. However, if mitigation is required we propose that
payment be made to NCEEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this fonn. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 6 of 9
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
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)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
snap, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 11,705 3 (2 for Catawba) N/A
2 9,538 1.5 N/A
Total 21,243 N/A
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. No buffer mitigation is proposed
because all proposed impacts are considered "allowable" by the Neuse Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed impervious surface area for this project is less than 15%, therefore an
approved stormwater plan is not required from the NCDWQ. Diffuse flow requirements
will however be met and the devices used to achieve the diffuse flow provisions are
shown on the attached large sheets. Please see the impervious calculations on the
overall site plan.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project will tie into existing sewer lines north of Victory Church Rd.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is a single-family subdivision that does not require that any additional residential,
commercial, or office development be built.
Page 8 of 9
YV. 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).
N/A

May 19, 2005
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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VICTORY CHURCH ROAD
WAKE COUNTY NORTH CAROLINA
PROPOSED WETLANDS IMPACTS
ROADWAY & UTILITIES
IMPACT AREA LENGTH
LOCATION TYPE (SF) LF
1 CH -- 79
1 NB Z1 6419
Z2 5709
TOTAL 12128
2 CH -- 60
2 NB Z1 5286
Z2 3829
TOTAL 9115
NOTES:
CH=Channel, NB=NEUSE BUFFER
1. W'ETIANDS DELINEATED BY S&EC AND
SURVEYED BY WITHERS & RAVENEL, INC.
2. BOUNDARY INFORMATION BASED ON
FlELD SURVEY BY WITHERS & RAVENE
IMPERVIOUS SURFACE CALCULATIONS
TOTAL AREA:
15% (MAX ALLOWABLE IMPERVIOUS): 6.421 AC; 279,708 SF
IMPERVIOUS AREA IN PROPOSED ROADWAYS &
5' ROW DEDICATION:- 83,586 SF
REMAINING IMPERVIOUS AREA FOR LOTS: 196,122 SF
MAX IMPERVIOUS AREA FOR
EACH LOT (196,122/42): 4,669 SF
OVERALL WETLAND
IMPACT PLAN
Sheet I
WITHERS RAVEPIEL
ENGINEERS I PLANNERS 1 SURVEYORS of
111 NacKenan Drive Cary. North Carolina 27511
tel: [phone] www.withersravenel.com fax: [phone]
VICINITY MAP NTS
°w Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 Phone: [phone] • Fax: [phone]
www.SandEC.com

Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
April 18, 2005
S&EC Project # 8336.W3
DWQ Project # 05-559
APR 2 2 2005
R WATER QUALITY
V ? OEN - t S?ORmNXTERBRNZVA
TLRIDS WD
Re: Reply to the Division of Water Quality's April 7, 2005 letter requesting further
information for the proposed Victory Church Road Subdivision, Wake County, North
Carolina
Dear Ms. Karoly:
This letter is in response to your letter dated April 7, 2005 (copy attached), which
requested additional information regarding the above referenced subdivision. Your
requests are listed below followed by our response.
Additional h formation Requested
1. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plait.
All proposed stream impacts were shown on the original submittal. Sheets 2 of 3 and
J 3 of 3 on the originally submitted impact maps display proposed fill slopes and
.??\O, quantify the resulting impacts. Neither dissipaters nor bank stabilization are proposed
V for these stream crossings.
U 2. Please show all wetland impacts including fill slopes on the site plan.
All proposed wetland impacts were shown on the original submittal, as were the fill
slopes. No additional fill slopes or wetland impacts are proposed beyond what was
originally requested.
3. Please indicate all buffer impacts on the site plan.
All proposed buffer impacts are shown on the originally submitted impact maps
Buffer impacts were kept below 1/3 acre and 150 feet, which is considered an
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensloro, NC 27455
Phone: [phone]
Fax: [phone]
"allowable" activity. This minimization was difficult given the steep slopes on the
site.
4. Please locate any planned sewer lines oil the site plan.
Sewer lines, as well as water lines, will be buried beneath the road crossings, which is
why they were not shown as separate crossings. It was the intent of the site plan to
minimize impacts to buffers and jurisdictional features by placing the utilities within the
road crossings.
5. Please specify the percent of project innpen-viousness area based on the estimated
built-out conditions; if built upon area exceeds 24%, per15 A NCAC
02B. 02163(b), engineered stormwater plans must be supplied, with calculations
for approval by NCDWQ.
As stated in section XI of the original submittal, the project's proposed impervious
surface area will be below 15% (most likely between 12% and 15%). We do not believe
that a stormwater management plan should be required by DWQ given that the proposed
built upon area of 15% is well-below-the-certification condition-of-30%.- Further, it-is-M understanding that as peg 15 A NCAC 02B.02163(b) stormwater plans must be provided
and approved by the local municipality not DWQ. Please correct me i my undersfanding>
is incorrect. t 5 i

Because all of the requested information was provided in the original submittal I do not
feel that it is correct to stop and restart the review time period and believe that DWQ s y iJ ?L
60-day process should expire 60 days from the original submittal date of April 1, 2005 as
opposed to the date that this letter is received. Please call if you have any questions or
require further explanation.
Sincerely,
Sean Clark
Attachments: 1) DWQ letter dated April 7, 2005
2
OF W AT ?R Michael F. Easley, Governor
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North Carolina Department of Environment and Natural Resources
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, Alan W. Klimek, P.E. Director
Division of Water Quality
April 7, 2005
DWQ Project # 05-0559
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Community Properties
Attn: Neil Matthews
1000 St. Alban's Drive, Suite 400 APR 1 2 2005
Raleigh, NC 27609
Subject Property: Victory Church Road Subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. Matthews:
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated April 1,
2005 to impact 0.007 acres of wetlands, 12,787 square feet of Zone 1, 8,545 square feet of Zone
2 of Neuse River buffers, and 149 feet of streams to construct the proposed residential
subdivision. 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 wetlands and/or streams 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 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 show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan.
2. Please show all wetland impacts including fill slopes on the site plan.
3. Please indicate all buffer impacts on the site plan.
4. Please locate any planned sewer lines on the site plan.
5. Please specify the percent of project imperviousness area based on the estimated built-
out conditions; if built upon area exceeds 24%, per 15 A NCAC 02B .02163(b),
engineered stormwater plans must a supplied, with calculations for approval by NC
DWQ.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
401 Oversight/Express Review Permits 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
One
NotthCarolina
,lMit lra!!y
An Equal Opportunity/Affirmative Action Employer-50 6 Recycled/ 10`6 Post Consumer Paper
Community Properties
Page 2 of 2
April 7, 2005
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. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sinc
C 4, erely, e ,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, Soil and Environmental Consultants, 11010 Raven Ridge Rd, Raleigh, NC
27614
Filename: f05-0559 Victory Church Rd subdivision (Wake) On Hold
F W ATFR Michael F. Easley, Governor
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North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
April 7, 2005
DWQ Project # 05-0559
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Community Properties
Attn: Neil Matthews
1000 St. Alban's Drive, Suite 400
Raleigh, NC 27609
Subject Property: Victory Church Road Subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. Matthews:
On April 1, 2005, the Division of Water Quality (DWQ) received your application dated April 1,
2005 to impact 0.007 acres of wetlands, 12,787 square feet,of Zone 1, 8,545 square feet of Zone
2 of Neuse River buffers, and 149 feet of streams to construct the proposed residential
subdivision. 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 wetlands and/or streams 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 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 show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan.
2. Please show all wetland impacts including fill slopes on the site plan.
3. Please indicate all buffer impacts on the site plan.
4. Please locate any planned sewer lines on the site plan.
5. Please specify the percent of project imperviousness area based on the estimated built-
out conditions; if built upon area exceeds 24%, per 15 A NCAC 02B .02163(b),
engineered stormwater plans must a supplied, with calculations for approval by NC
DWQ.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
401 Oversight/Express Review Permits 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/ncwetiands/h2o.enr.state.nc.us/ncwetiands
Noy` Carolina
Ntrrrally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Community Properties
Page 2 of 2
April 7, 2005
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. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, Soil and Environmental Consultants, 11010 Raven Ridge Rd, Raleigh, NC
27614
Filename: f05-0559 Victory Church Rd Subdivision (Wake) On Hold
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]

US Army Corps of Engineers
Attn: Mr. Todd Tugwell
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
F?
Victory Church Road Subdivision
RECEIVED
April 1, 2005
S&EC Project #:8336.W3
NCDENR-DWQ
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Request for NWP 39,401 WQC, and Neuse Buffer Compliance r -
Wake County, North Carolina 6j«
fi R;? 1 2?i r,
Dear Mr. Tugwell and Ms. Karoly:

On behalf of Community Properties(current property owner), we hereby request that the
Army Corps of Engineers issue NWP 39 to cover impacts to streams resulting from the
construction of a residential subdivision. We also request written concurrence from the
Division of Water Quality (DWQ) that the project complies with DWQ's GC 3402 and
the Neuse River Riparian Buffer Rule. A Pre-construction Notification Application
(PCN) is attached, which includes agent authorization forms.
Site Location
The site is located in Wake County adjacent to the Durham and Wake County Boundary.
Victory Church Road (SR 1841) borders the site to the north and Jasper Lane is near the
southern boundary. Figure 1 shows the property boundaries on a USGS topographic map.
Project History
No previous permits have been issued or applied for concerning this property. S&EC
performed a detailed wetland delineation on the property in February of 2004. Site
meetings with Steve Mitchell of the NCDWQ, and Todd Tugwell were conducted to
confirm stream buffers and the jurisdictional streams and wetlands onsite. Steve Mitchell
confirmed our buffer determination (NBR 04-131) with a letter on April 20, 2004. A
wetland signoff map is in the process of being completed for USACE approval.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
April 1, 2005
S&EC Project #8336.W3
Page 2 of 2
Impacts
Two stream crossings are proposed to access the entire property. Impact #I will impact
0.007 acre of jurisdictional wetland, 94 linear feet of perennial stream channel, 7,593
square feet of zone 1 buffer and 5,411 square feet of zone 2 buffer, totaling 13,004 sq ft
(0.299 ac). Impact #2 will impact 55 linear feet of perennial stream channel, 5,194 square
feet of zone 1 buffer and 3,134 square feet of zone 2 buffer, totaling 8,328 sq ft (0.191
ac). Total impacts include 0.007 acre of jurisdictional wetland, 149 linear feet of
perennial channel and 21,332 square feet of riparian buffer (Zl: 12,787, Z2: 8,545)
for construction of two road crossings where the resulting buffer impacts from each
are less than 113 acre.
Mitigation
Because the proposed stream impacts are below 150 linear feet and because each
crossing's resulting buffer impact is less than 1/3 acre, no mitigation is required by the
NC-DWQ. Because the impacts were unavoidable and have been minimized to the
maximum extent practicable we believe that no mitigation should be required by the
USAGE. However, if mitigation is required we propose that payment be made to NCEEP.
Please call me or email me at SClark@S&EC.com if you have any questions or if I can
be of any further assistance.
Sincerely,
01w
Sean Clark Chris Flowers
Environmental Scientist Wetland Scientist
Attachments:
Pre-construction (PCN) Notification Form
Agent Authorization Forms
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Overall Impact Map
Inset Impact Maps (2 pages)
Level Spreader Worksheets
Stormwater Plan (includes impervious surface % and culvert details)
NCDWQ Buffer Confirmation Letter (USGS & Soil Survey Attached)
$200 401 Processing Fee (DWQ only)
z ? f'f ?jA , i r,
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Office Use Only: y J Fonn Vcrsion March 05
USACE Action ID No. DWQ No. 0
(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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Community Properties
Mailing Address: Attn: Neil Matthews
1000 St. Alban's Drive
Suite 400
Raleigh, NC 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark(aD_SandEC.com
Page I of 9
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 1 I 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:_ Victory Church Road Site
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): The site consists of two properties, 19.08
acres id# 0779984314, and 22.5 acres id# 0789093750.
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is located in Wake
County adiacent to the Durham and Wake County Boundary. Victory Church Road
(SR 1841) borders the site to the north and Jasper Lane is near the southem
boundary.
5. Site coordinates, if available (UTM or Lat/Long): Impact #1 035°56'36.67"N,
078°43'55.05"W , Impact# 2: 035°56'51.09"N 078°43'43.47"W.
(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): The total size of the two parcels is 41.58 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Upper Barton 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:At present, the property is wooded. The properties to
Page 2 of 9
the north, east and south are developed residential areas. The property to the west
(in Durham County) is undeveloped forested land.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is to allow two road crossings that will give access to high ground
that is otherwise inaccessible due to two jurisdictional streams. Equipment to be
used during construction of this proposed project will be equipment typical of earth
moving and road construction.
11. Explain the purpose of the proposed work: The proposed project is to allow for a 41 lot
subdivision that will provide single family housing to meet the local demand.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been issued or applied for concerning this property. In
February of 2004 S&EC performed a detailed wetland delineation on a larger property
that included the subject property. Currently only the Wake County properties are
proceeding with development. Site meetings with Steve Mitchell of the NCDWQ, and
Todd Tugwell were conducted to confirm the jurisdictional streams and wetlands onsite.
Steve Mitchell confirmed our buffer determination (NBR 04-131) with a letter on April 20,
2004. A wetland signoff map is in the process of being completed for USACE approval.
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 future permits are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 3 of 9
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 stream crossings are
proposed to access the entire property. Impact #1 will impact 0.007 acre of
wetlands, 94 linear feet of stream channel, 7,593 square feet of zone 1 buffer and
5,411 square feet of zone 2 buffer. Impact #2 will impact 55 linear feet of stream
channel, 5,194 square feet of zone 1 buffer and 3,134 square feet of zone 2 buffer.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.)
Floodplain Stream (acres)
(yes/no) (linear feet)
1 Permanent/Fill herbaceous No +/- 85' 0.007

Total Wetland Impact (acres) 0.007
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Internu
ttent? Stream Width Length Impact
(indicate on ma Before Impact (linear feet) (acres)

Impact # 1 UT of Upper Permanent/ Perennial g? 94 0.0129
Barton Creek Culvert
Impact # 2 UT of Upper Permanent/ Perennial
5 55 0.0063
Barton Creek Culvert

Total Stream Impact (by length and acreage) 149 0.0192
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number applicable) e)
(if ap Type of Impact (lake, pand estuary, sound, bay, Impact
(indicate on ma
p) ocean, etc
) (acres)
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
Page 4 of 9
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0192
Wetland Impact (acres): 0.007
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0262
Total Stream Impact (linear feet): 149
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
S&EC was hired orior to subdivision olannina to determine iurisdictional channels
and wetlands onsite in order for the site planner to avoid and minimize impacts. The
proposed subdivision plan has only two road crossings to access high ground otherwise
inaccessible due to two iurisdictional channels. Impact #1 is a perpendicular crossing of
94 linear feet. This crossing is being required by Wake County to tie the existing Terra
Cotta Ct. to Victory Church Road. This crossing location was selected to reduce the
impact as much as possible, however due to the sinuosity of the stream channel, it will
impact 94 linear feet. Impact #2 is also a perpendicular crossing that is smaller (55 feet)
due to the crossing location at a less sinuous portion of the stream.
Page 5 of 9
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o.enr.state.nc.us/ncwetlands/stnngide.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.
Because the proposed stream impacts are below 150 linear feet no mitigation is
required from the NC-DWQ. Because the impacts were unavoidable and have been
minimized to the maximum extent practicable we believe that no mitigation should
be required by the USACE. However, if mitigation is required we propose that
payment be made to NCEEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 6 of 9
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
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 12,787 3 (2 for Catawba) N/A
2 8,545 1.5 N/A
Total 21,332 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. No buffer mitigation is proposed
because all proposed impacts are considered "allowable" by the Neuse Buffer Rules.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The proposed impervious surface area for this project is less than 15% therefore an
approved stormwater plan is not required from the NCDWQ. Diffuse flow requirements
will however be met and the devices used to achieve the diffuse flow provisions are
shown on the attached large sheets.
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.
The project will tie into existing sewer lines north of Victory Church Rd.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is a single-family subdivision that does not require that any additional residential
commercial, or office development be built.
Page 8 of 9
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Aaril 1. 2005
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: JO13 { V?d K. et& . !TV,--
Address: E01 heov
Phone: I I `t - 7? ,2 - s,2 ). ¢ RR II
Project Name/ Descri lion: (orbrt4?CV ??tya I`ooG? S? F?
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District +,.;V`
P.O. Box 1890
Wilmington, NC 28402
Attn: Tc, . feV 13 V j,
Field Office: P u
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon requV9
sump. lemental information in support of applications, etc. from this day forward. The 25 day of
hoYv4aNY .2001
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
plc S ? ? /! ? RR ???r c,?R ,
Print Property Owner's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's Si ature '
li cc: Mr. Sean Clark
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office- Hid9ry-Qf e:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]S20
. -. 1' %,Y Luz 14;Z1 VAI VIU 785 4401
02/1,2/2001 10:07 VAX
U002
?uur
mmuccMaisiMENARN Soil & Environmental Consultants, ?A
11010 Rzvcn Ridge Road • Raleigh. North Carolina 2.7614 - Fllonc: [phone] - Fax: (919) 846,9467
www.SnndEc.com
,AGENT A.UTH01OZATION FORM
All B inks To Be Filled In By The Current Landowner
Name:
Address: ./d B0 A ?'?./ S SGir? Srd Q crr A/ C4 Z..7 d 09
Phone: 91x9 79/-'74-9
Project Nam c/Description:
Date;
The Departa?,nt of the Atiny
U.S. Army Carps of Engineers, WWnington District
P.O. Box 1890
Wilmington, ITC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Pernnitting
To Whom It May Concerxi:
I, the current roe owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upom request
supplemental information in support of applications, etc, from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
G r IQ 1?i2D???e l!' I
Print Property Owner's Name
cc: Mr, John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owncr'a Signature
cc-. Mr. Sean Clark
Soil & &nviroruimntal Consultants, PA
'R(rk
?Inn f:6, f+*?ct s?orQg!)1?= rv C2fr=
(236 I.e1'L0xCourt, Suica C 3817-H Lawndale Drive 622 Coon Mountain 7,une
26025 Grconsboro, NC 27455 Taylursville, NC 28681
concord. NC NC 720-9d05 Plionc• (N36) 540.8234 Phone (878) 635-S1i20
Pho: (704) 720.9.105 Fx,: (336) 54D-8235 Pcu; 028) 635-5820
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• Web Page: www.SandEC.com
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6 Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
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© Soil & Environmental Consultants, PA
Victory Church Road 11010 Raven Ridge Rd.- Raleigh, NC 27614
Community Properties - [phone] • [phone]
Wake County, NC is L Web Page: www.SandEC.com
Wake County Soil Survey
November, 1970
WITHERS & RAV E N E L VICTORY CHURCH ROAD
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLAND IMPACT #1 MAP
111 MaCKenan Drive Cary. North Carolina 27511 tel: [phone] fax: [phone] wr.witnersravenel.com WAKE COUNTY NORTH CAROLINA
\
6" PVC WATERLINE
3' OFF EP
!!! ?? Er -DIP- SEWER
15•'
BASIN
N\ NCDOT HEADWALL
STD. 838.06 ` -
c?
b-
HW101?„ S
\ ?. BASIN C.; .. ----.... 50--- ---------- -_-.
20'_. SANITAR
HW100 SEWER EASEMENT
•? kIN D 50' - =?
O
3
LEVEL',SPREADER x\50'
f< ! 7 f•
7-_?• DATE: 3109105
GRAPHIC SCALE
Note: See Overall Wetlands Impact Map For Area Location do Notes o 25 50 75 3 of 3
WITHERS & RAVE N E L VICTORY CHURCH ROAD
ENGINEERS 1 PLANNERS 1 SURVEYORS WETLAND IMPACT #2 MAP
117 Maaenan Drive Cary, wrth Cwolina 27511 tel: [phone] fix: 919-467-6008 www.wlthereravenel.co" WAKE COUNTY NORTH CAROLINA
DWQ Project
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foll owin information):
?
Project Name : c f o: ?vrr,! ? . ?r /
io E'•
Contact Person: Phone Number: (?/q) y,?7- yv
Level Spreader ID:.
Level Spreader Length ft. (perpendicular to flow)
Drainage Area O. 3 ? ac. (on-site and off-site drainage to the level spreader)
Impervious Area
10
O.

ac.

(on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation Y ref s s (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ti
If. 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.
Applicants Initials
?li? 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
/3 w 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
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foll owing information):
Project Name : c !`o: ?v? c,Goc ?r /"?r o ?•
Contact Person: rac/ w ,;_ ?L r Phone Number (q/ S) y6 `?- ?'3yt2
Level Spreader ID:. Level Spreader Length /o ft. (perpendicular to flow)

Drainage Area 0. i Y ac. (on-site and off-site drainage to the level spreader)
Impervious Area -0./V ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope s % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm O'"U cfs
Max. Discharge to Level Spreader C2 .2 a cfs
Filter Strip/Buffer Vegetation ?F? s r (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N ,
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.
Applicants Initials
PU? 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
/3 w 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
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : *c 1t&k I/
Contact Person: ;61?/_"/
Level Spreader ID:.
mss;,, C
Level Spreader Length ft.
Drainage Area ac.
Impervious Area /. 8 ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
cfs
//• 3 cfs
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST

(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
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.
Applicants Initials
P? tAl 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.
w Pre-Form Scour Holes are on flat slopes only
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
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following inforr
Project Name: c for /vrc?( ?_ 0, Cr
Contact Person: 'kV'4'k "
Level Spreader ID:. 7)
Level Spreader Length `7 ft.
Drainage Area O. IV 2? ac.
Impervious Area 0.30 ac.
Maximum Filter Strip/Buffer Slope a %
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
O' zS cfs
y- 6 7 cfs
4k-r:;' S- -
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST

-7i
Phone Number: (?is) 4169- 33Yv
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
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.
Applicants Initials
?l-? 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
/3 P1, 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
DIVISION OF WATER QUALITY . LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foll owin information):
Project Name
Contact Person: Phone Number: 7/5
Level Spreader ID:
- s?yv

Level Spreader Length 17
o
ft.
(perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area o. ,0 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, S% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm s'2 cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation ???? s r (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method /U
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.
Applicants Initials
;FG? 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.
,E w Pre-Form Scour Holes are on flat slopes only
3 w 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
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : c /`o: Iwr
Contact Person:
Level Spreader ID:
Level Spreader Length O ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader 0.3 y' cfs
Filter Strip/Buffer Vegetation ?J, f s r (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method A)/9
11. 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.
Applicants Initials
;FG? 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.
w Pre-Form Scour Holes are on flat slopes only
/3 w 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
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : c PDr C'liy?
Contact Person:
g?/ ,-
Level Spreader ID:
Level Spreader Length ft. (perpendicular to flow)
Drainage Area o• ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope S % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader o. r? t cfs
Filter Strip/Buffer Vegetation Y rof s s- (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method A)
If. 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.
Applicants Initials
l?? 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
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
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foJl owin information):
Project Name ?ivrc?4' . ?+? /era Ems.
Contact Person: Phone Number: ?/5
Level Spreader ID:. s,
Level Spreader Length / v
Drainage Area ?.
Impervious Area 7
Maximum Filter Strip/Buffer Slope g'
grass
Max. Discharge from a 10 Year Storm 0_2s-
Max. Discharge to Level Spreader c>. = r'
Filter Strip/Buffer Vegetation Y FIf s r
Pre-treatment or Bypass Method Al ,
II. REQUIRED ITEMS CHECKLIST
7- svv
ft. (perpendicular to flow)
ac. (on-site and off-site drainage to the level spreader)
ac. (on-site and off-site drainage to the level spreader)
% (6% for forested, leaf littler cover, 8% for thick ground cover)'
cfs
cfs
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
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.
Applicants Initials
PG? 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
M, 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.
o`'o? wAT ?9Q?
? -i
O ?
April 20, 2004
Walter Cole
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, N.C. 27614
r r' i
4 9 2-004
Subject: Neuse River Basin Riparian Buffer Rules
NBR 04-131/S&EC # 8336
CCRB Site/Community Property
Durham and Wake County
Dear Mr. Cole:
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as NBR 04-131. An
evaluation of the stream features on the property represented on the County Soils and the USGS topographic quadrangle
maps was performed.
The Division of Water Quality (DWQ) has determined that there are numerous surface water features indicated on the maps
that are present on the ground as a streams and therefore subject to buffer protection under the Neuse River Basin: Nutrient
Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian Arcas, Administrative Code 15A:2
B.0233. Features A, B, C, and E were determined to be subject starting at Flags #2, 336, 200, and 524 respectively. Features
D and F were not present on the ground and are not subject. This onsite determination shall expire five (5) years from the
date of this letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to the buffer rule
may request a determination by the Director. Such a request shall be referred to the Director in writing c/o John Domey,
DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N.C. 27604. Individuals that dispute a determination that
"exempts" a surface water from the rule may ask for an adjudicatory hearing. Action must be taken within 60 days of the
date of receipt of 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 the decision. DWQ 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 hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The determination is final and
binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to other impacts, 401/404, or
wetland issues, please contact Mr. John Domey at 919-733-1786. Thank you for your attention to this matter and if this
Office can be of any other assistance or if you have additional questions, please do not hesitate to contact me at 919-571-
4700.
Sincerely,
Steve Mitchell
Environmental Scientist
Cc: RRO/John Domey/Land Quality
h:\buflet.for\bufU4\ccrbprop.131
Raleigh Regional office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
v«s
krd[ R
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
01-21-2004

SCALE: 1- = 2000'
L4Y2,54F QU,QD
FIGURE 1 - USGS QUAD
PROJECT# 8336 W-1 I • 't
I? Soil & Environmental Consultants, PA
- --- ---- +/- 119 ACRE CCRE3 SITE
COMMUNITY PROPERTIES II ".:
PROJECT MGR: WC
11010 Raven Ridge Rd. -Raleigh, NC 27614
[phone] - (919) 1346-9467
Web Page: www.SandEC.com
DATE: JANUARY 2004 DURHAM & WAKE COUNTY, NC
01-21-2004
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FIGURE 2 - SOIL SURVEY
PROJECT# 8336 W-1
+/- 119 ACRE CCRE3 SITE Soil & Environmental Consultants, PA
COMMUNITY PROPERTIES
PROJECT MGR: WC
11010 Raven Ridge Rd. - Raleigh, NC 27G14
[phone] -• [phone]
DURHAM & WAKE COUNTY, NC Web Page: www.SandCC.com
DATE: JANUARY 2004
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Plan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes.on the site plan.
J Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the 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. L'4 I- LA ay, CL X_ e_ Y, C e- e C-1 p, q P e- r
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan. Y1A? n fir-ZC( -5+nr?'),l wck_kr plans
? J:
Please indicate whether or not the proposed impacts already been conducted. n1U5 ?- }? ? ?Ll? ? + t `dGC'
Avoidance and/or Minimization Not Provided ' 1c:-ultLkie p ta v Ct
1
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adslitiohal
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
t diffuse flow will be achieved through the entire buffer. If it
h
h
a
ow t
Please revise the plans and provide calculations to s
ible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
i
s not poss
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.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
0500 and must be appropriate to the type of impacts proposed.
15 A NCAC 2H
i
.
n
plan must conform to the requirements
? Please indicate which 404 Permit the USACE would use to authorize this project.
SOIL & ENVIRONMENTAL CONSULTANTS, PA
-# moo. CC)
?p2 s 2005
WETUz.LJi.•??11„"? 1C?Z .i$w?
01746
1 - ~ ,
~ as SILT; FENCE , ~ I ; FR SION CONTROL SYM 0 0
IMPERVIOUS SURFACE CALCULATIO I` - , , ~ , CALCULATIONS _ REQUIRED STONE SIZES INCHES
TOTAL AREA: / o
~ ~ ~ , , ~ ~ ~ ~ ~ ' Gloss Omin D50 Dmax CUSTOM FILTER BASIN
00 o_-- 157 (MAX ALLOWABLE IMPERVIOUS): 6.237 AC; a~ IMP R I P AY 6.237 AC; 271,683 SF A 2 4 s p
~ Y ~ ~ E VIOUS AREA N ROPOSED ROADW S & , - ' ~ R W 5 O DEDICATION; )ADWAYS & 83,586 SF B 5 8 12 ~ F- E-- E- TEMPORARY DIVERSION DITCH
- ; ~ ~ ' ~ REMAINING IMPERVIOUS AREA FOR LOTS:
l _ A ~ , I - I .OTS: 188,097 SF t 8 13 20 D ROCK CHECK DAM
' ~ MAX IMPERVIOUS AREA FOR r , I 2 9 14 23
aC, r ~ EACH LOT (188,097/42); 4,478 SF - No more that 5.OX of the material furnished can be kss than the minimum size specfied X X X- SILT FENCE nor no more than 10.OX of the materal con exceed the maximum sue specified.
r I ~ r ~ + ~ ~ ~ , , - The stone shall be equally graded within the required size range. ~ FES/RIP RAP DISSIPATOR
~ - , I ~ , ,
~ ~ 24 , GRAVEL CONSTRUCTION ENTRANCE
r , r ~ --440__-, I I ? i -
TEMPORARY ~ ~ ~ ~ I CONSTRUCTION;,' ~ ~ ,1 ~ CHECK DAM
1 ENTRANCE. ~ ' ' +I ~ I\ , 44p~` GENERAL NOTES
~ , N ~ , ~ I ~ \ ~ 1. ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT
COTTA OU 1 •A o + I r i t ~ t A a + OF TRANSPORTATION STANDARD SPECIFICATKINS do DETAILS. LAND DISTURBING ACTNmES SWILL BE CONDUCTED IN ACCORDANCE WITH WAKE COUNTY SOIL EROSION AND
- I 1 ~ ~ Q a ~ SEDIMENTATION CONTROL STANDARDS do DETALS.
~ I ~ ~ i
~ TIE" TO EXISTING + ~ ` ~ ; r •a TERRA' COTTA T. ~ ~ + ~ ~ 2. TOPOGRAPHIC INFORMATION SHOWN ON SHEETS FROM A SURVEY PROVIDED BY
~ ~ L L S DER , ~ WITHERS do RAVENEL.
i I ~ ~ "~Ih ~ , 1 I i
, ~ p + ~ ~i >t ' , a r ~ i ~0 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILmES PRIOR TO BEGINNING - CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON THE
J i ~ , \ I C I BEST AVAILABLE INFORMATION, BUf CAN BE CONSIDERED ONLY AS APPROXIMATE. ANY POTENTIAL _ CONFLICTS WITH PROPOSED CONSTRUCTION SHALL BE REPORTED TO THE PROJECT ENGINE
~ r ~-440'x- `I 0 - _ FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION.
' HW111 ~ + - ~ ka - 4. THERE ARE FLOOD HAZARD SOILS PER USDA WAKE COUNTY SOILS SURVEY.
a ~ CC^^~ ' , _
W NO FEMA REGULATED FL000 ZONES INDICATED ON F.I.R.M. FEMA PANEL 165 - 5.
' 1 1 1 i 1 r MAP ~37183C0110E, DATED MARCH 3, 1992.
1 ~ ~ ~ I' rn~
--•.440_ ~ o~ i ~ ~ ~ ~NW11O•• TEN I , o 6. UTIIJTY SERVICE FOR THIS PROJECT WILL BE YIA NEATER UT1LfTIES WATER dt SEPTIC SYSTEMS,
I i ~ ~ DIVERSI ~ ~ 42 - - - 1 p ~ , .4 FOR EACH LOT.
- , ~ i' ? I I , ~ x M m ao 7, BffORE ACQUIRING PERMIT FOR LOTS MARKED BY f ,THE BUILDER MAY NEED TO OBTAIN A
r ~ \ I• 4 , ~ TEMPORARY 16 ?o. ~ ' ~ I C NSTRUCTION o ~ , ~ FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE
_ ~i ~ , ~ AN SEDIMENT ' i ~ I r\ ~ BUILDER'S ENGINEER, ARCHTECT, AND OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY _ 76 THAT All FLOOD HAZARD REQUIREME TS ARE MET.
, WETLANDS EASEMENT ' - ` 0 y_
, 4 O ~ , , A~ A'~4---""'--'~-.___._--4p 8. THERE SHALL BE NO FlWNG OR THE ERECTK)N OF PERMANENT STRUCTURES IN THE AREAS 0
- ' Q p \ ~ ~ ~ , CI ary ~ OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY
V" V ~ - , ' D/ R FEMA 2
20'• PERMANENT Q,." 15 * P C DRAINA ~ , U~U GE ~.9
~ CASEMENT ~ 42p'
~p__• t~•• •531, , ' ~ ~ ~ I ~ + ~ ' - RADING GENERAL NOTES STORM DRAINAGE G
1 1 , ~
r' ~ a 10 II
' 20' PERMANENT - ' ' ~ I ' 50 NEUSE RNER I PU IG DRAINAGE 1. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ASTM C76, ~ ~ TABLE III OR TABLE N, UNLESS SPECIFIED OTHERWISE ON THE PLANS, JOINTS SHALL BE
0~ BIIfFER + . ' ~ EASEMENT - > c SEALED WI1}i A PLASTIC CEMENT PUT1Y MEETING FEDERAL SPECIFICATK)NS SS-S-00210,
a , , , FE~41 . - _ SUCH AS RAM-NEK OR BUTYL RUBBER SEALANT. cs ~ `
p ~ ~ a a0 ~ - ~ > 2. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED CONCRETE PIPE FLARED
r- i ~ , ' r ~ _ END SECTION UNLESS OTHERWISE SPECIFIED ON PLANS,
~ I , ~ tF ~ .1.
,•400---- N , r v ~ -i• - I 0 3. 20' DRAINAGE EASEMENTS ARE RE IRED AT 4 LOT OR 4 ACRE DRPJNAGEYfAYS. o ~
, I I FES40 , I ! I , _ ' - 4. LEVEL SPREADERS SHALL BE CONTANED WIf}#N A 20' MNNTENANCE ANO DRAINAGE EASEMENT AND SIW.L CONFORM TO 10POPCRAPIfY TO MEET THE f11TENT OF DIFFUSE FLOW.
I I / ' t , 0 l ~ ~ ~ ~ , p ,i ` L - - -
- 1 i ~ \ , + , .
i , , ~ EROSION CONTROL NOTES
` ' ~ r 37 39* r i ~ "N I r r 41 42't ,
r 1. ALL LAND DISTURBING ACTMTIES SHAH BE CONDUCTED IN ACCORDANCE WITH WAKE COUNTY SOIL EROSKN! MID SEDIMENTATION CONTROL STANQARDS ANl) PRACTICES.
~ r ~ ~ ' o ' ~ ~ o ~ + 8 8
' 'J 'a a + rep ~ , 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND lJfIl.1TIES n PRIOR TO BEgNNING CONSiRUCTK)N.
I r ~ ~ ' • ~ , , , ~p _ 3. THE CONTRACTOR SWILL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY
I ~ 3g ~ ~ I r / ~ ~ + ~ 0'^ i ~ SEDIMENTATION AND EROSK)N CONTROL DEVICES SHOWN ON THE APPROVED PLAN. ~
~ a~ 1 i 4. ALL AREAS DISTURB RING TRUCnoN SHALL BE STABILIZED WITH TEMPORARY , ED DU CONS
-20' PERMANENT\, ' PUBLIC DRAINAGE ' ~ ` SEEDING AND MULCHING WITHIN 15 WORKING DAYS FOLLOWING COMPLE110N OF '
- EASEMENT ~ ' GRADING, PERMANENT SEEDING, MULCHING AND GROUND COVER SHALL BE APPLIED 20' PORARY ~ i 6 ~ TO THE SrrE FOLLOWING COMPLETION OF CONSTRUCTION.
'~~Gi NSTRUCITON i ; 00'
D SEDIMENT a 5. SEDIMENT BASINS ARE TO REMNN IN PLACE DURING THE HOME EASEMENT,' ' CONSTRUCTION PHASE OF THE PROJECT
1 00 ~ , ' ~ ~ 6. RECEMNC WATERCOURSE: UPPER BARYON'S CREEK
I C r ~ ~pF ; ;
+ 7. TOTAL DENUDED AREA: 7.6 ACRES '1dASM C NCDOT H ALL '
\ • + ' 8. 20' TEMPORARY SEDIMENT AND CONSTRUCTION EASEMENTS SHALL STD. 838. BE PROVIDED AROUND ALL SEDIMENT BASINS
_ 20' BUILDING / X30 PERIMETER IG r BUFFER
1 SETBACK , ~K ~ ' . Hwtot EROSION CONTROL NARRATIVE
~o A ~ • 0` , , a VICTORY CHURCH ROAD, VICTORY CHURCH ROAD IS LOCATED IN NORTHERN WAKE COUNTY.
0 - + 1 iT~l ~ ~ L PR R r THE SITE IS LOCATED AT ON VICTORY CHURCH ROAD 400FT 50UTH OF THE OURWIM COUNTY LINE. THE EADE PROJECT CONSISTS OF 42 SINGLE FAMILY RESIDENTIAL LOTS.THE FOLLOWING SEDIMENTATION
13 _ 6 ~ r AND EROSION CONTROL DEVK;ES ARE PROPOSED TO BE INSTALLED ON THIS PROJECT: GRAVEL
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~ ~ 0 ~ - ~ , ~ ~ ~ DNERSK)N ~ MEASURES MAY BE ADDED AS REQUIRED.
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Na Revision Date By De*w say ii Z Sheet No,
~ WAKE couHn cogs =&aa BW way SEE sir . VICTORY CHURCH ROAD
Drum Drte ~w DWQ IMPACT PLAN WITHERS RAVENEL •
ENGINEERS I PLANNERS I SURVEYORS of
~r 111 MocKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
)c job W -1 -1 WAKE COUNTY NORTH CAROLINA

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TROL SYMBOLS EROSION CON
a s~LT FENCE ~ I , IMPERVIOUS SURFACE CAI.CULATIO~ I 1 I CALCULATIONS _ REQUIRED STONE SIZES INCHES
! , ~ i o _ TOTAL AREA:
1 ~ - ~ , Dmin D50 Dmox CUSTOM FILTER BASIN Class
~o ~ ~ ~ 15% MAX ALLOWABLE IMPERVIOUS): 6.237 AC; , r ~ o- Y' ~ ~ ~ ~ ~ 44 6,237 AC; 271,683 SF A 2 4 s 0
~ IMPERVIOUS AREA IN PROPOSED ROADWAYS & S' ROW DEDICATION: ADWAYS & 83,586 SF B 5 8 12 ~ ~ F- E- TEMPORARY DIVERSION DITCH

~ REMAINING IMPERVIOUS AREA FOR LOTS: ' 1 - ~ ~ , - 1 OTS: 188,097 SF t 8 t3 20 D ROCK CHECK DAM
~,o MAX IMPERVIOUS AREA FOR r I °c , 2 9 14 23
' f EACH LOT (188,097/42): i I , I 1 , , 4,478 SF - No more that S.Or of the moteriol furnished can be kss than the minimum size specified X X X- SILT FENCE nor no more thon 10.OX of the material can exceed the maximum size specffied,
~ I , p h ! , ~ N 1 ! - The stone shall be equally graded within the required size range. FES/RIP RAP DISSIPATOR
~ 1
- 24 , , GRAVEL CONSTRUCTION ENTRANCE
~ ~ 11 Ir ~ ,__-440,_-,
\ TEMPORARY I I ~ ! , 1 CONSTRUCTION;' , r , CHECK DAM
ENTRANCE. I ' , ~ I~ ; 44p,~ GENERAL NOTES
' ` l i N \ i \I I i 1 ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA DEPARTMENT
COTTA OU , I ~ ~ xa 1 I OF TRANSPORTATION STANDARD SPECIFICATIONS k DETAILS. LAND DISTURBING ACTMiIES SWILL BE CONDUCTED IN ACCORDANCE WITH WAKE COUNTY SOLI EROSION AND
SEDIMENTATION CONTROL STANDARDS do DEfNLS,
o ~ ~ ~ , ,
TIE TO EXISTING o• + , ; ~ TERRA' COTTA GT. ~ ` ~ t ~ ; I 2. TOPOGRAPHIC INFORMATION SHOWN ON SHEETS FROM A SURVEY PROVIDED BY
L L S DER' , \ , , ~ I ` WfTHERS do RAVENEL
\ r Limn I 'I I \ ,
i ~ 0 1 \ i 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UT1LmES PRIOR TO BEGINNING CONSTRUCTION, THE LOCATKN OF EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON THE
N C ~ _ BEST AVAILABLE INFORMATION, BUT CAN BE CONSIDERED ONLY AS APPROXIMATE, ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION SWILL BE REPORTED TO THE PROJECT ENGINEER , ,
\ 0`- 4 ~ ~ FOR REVIEW PRIOR TO BEGINNRG CONSTRUCTION.
• ~ _ ~ ~ ~ i\ . AA 4. THERE ARE FLOOD HAZARD SOILS PER USDA WAKE COUNTY SOILS SURVEY.
' HW111 ati ~ ~ , , ,
50' ~ ' k 5. NO FEMA REGULATED FL000 ZONES INDICATED ON F.I,R.M. FEMA PANEL 165 -
r• r i r ~ 1 i i MAP ~37183C0110E, DATED MARCH 3, 1992.
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O i' ! , ~ f' V, ! , , i 1 __..440_ w I ' W1 ti TEMP , •u ~ H 0 ~ I 6. UTILf1Y SERVICE FOR THIS PROJECT WILL BE VIA HEATER UTILmES WATER ~ SEP1tC SYSTEMS.
I , , - DIVERSI I r a20 • , ' D C . , FOR EACH LOT.
~ ~ 0, 32 ao 7 BffORE ACQUIRING PERMIT FOR LOTS MARKED BY ~ ,THE BUILDER MAY NEED TO OBTAIN A M ,
~ ~ r 'TEMPORARY ~ ' ` ~ 4~0. ~ / , I 16 1 FLOOD WIZARD AREA USE PERMIT FROM WAKE COUNTY ENVIRONMENTAL SERNCES, THE
I C NSTRUCTION o I j _ I ! ; AN SEDItaENT , ~ , I ~ J BUILDER'S ENGINEER, ARCHITECT, AND 4R SURVEYOR (AS APPROPRIATE) MUST CERTIFY - THAT ALL FLOOD HAZARD REQUIREME TS ARE MET.
' WETLANDS EASEMENT I - \ c X
! ~ ~ I , ~~I ! ! 1 ' d ~ ~~FES30. ~ ' 4- kti0- -"'-"--'--._---„--4? 8. THERE SWILL BE NO FILLNJG OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS
\ ( \ - - 0 0 ~ ~ r ' ~ N ~ 0 OF WAKE COUNTY FLOOD WIZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY
~ ~ ~ ~ i' --AA i FEMA t00 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY ' p~ - - 0/ R FEMA.
~ 20 ~ PERMANENT 1S / PU9LIC DRAINAGE , ~ , ' 2W .9
~ ' E'ASEI~ENT ~ ~ .4 p- 2
, \ I I , I I 11* ~ - RADING GENERAL NOTES STORM DRAINAGE G
+
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r , r 20' P RMANEN E I E T 1 1. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ASTM C76,
o S0 NEUSE R1VER I ' PU IG DRAINAGE BUFF i ~ \ + EASEMENT` ~ TABLE III OR TABLE N. UNLESS SPECIFIED OTHERWISE ON THE PLANS. JOINTS SHALL BE > ~ SEALED WITH A PLASTIC CEMENT PUTTY MEETING FEDERAL SPECIFCATIONS SS-S-00210, - -
_ SUCH AS RAM-NEK OR BUTYL RUBBER SEALANT,
\ Op P 0'~ PO
, , ~ ~ , 9A ! -r 0 ~`i i I i r ~ > 2. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED CONCRETE PIPE FLARED r ` _ ~ _ END SECTION UNLESS OTHERWISE SPECIFED ON PLANS,
p I r r~,- ~ .1,
~400~---- c°v I 1 I I ~ / o 3, 20' DRAINAGE EASEMENTS ARE REQUIRED AT 4 LOT OR 4 ACRE DRAINAGEWAYS. o -
r I FES40 , , - ~ - - 4, LEVEL SPREADERS SHALL BE CONfANED WITt#N A 20' MNNTENANCE AND DRAINAGE EASEMENT
1 I I i 0 ~ - AND SHALL CONFORM TO TOPOPGRMh1Y TO MEET THE MJTENT OF DF'Fl1SE FLOW. ~ I
7 ` f- ! - ~ - ' N J i O t' , , \
! , , + EROSION CONTROL NOTES
- 37 39* 38 40* I r 41 42*
, r 1. ALL LAND DISTURBING ACTMTIES SHALL BE CONDUCTED IN ACCORDANCE WITH WAKE COUNTY SOIL EROSION AND SEDIMENTA110N CONTROL STANDARDS AND PRACTICES,
~ ~ ~ DO e ` I (f 8 N ALL EXISTING UNDERGROUND UTILITIES
t 190 r ~ ' 2. THE CONTRACTOR SWILL VERIFY THE LOCATIO OF n PRIOR TO BEGINNING CONSTRUCTION.
, ! ~ I , ' , --t- 00 - ~ 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY
\ r , I / + 0'^ i SEDIMENTATION AND EROSK)N CONTROL DEVICES SHOWN ON THE APPROVED PLAN,
^~0 r 7 i ~ 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY
- r~, 20' PERMANENT`,, ' I' PUBLIC DRAINAGE r ' ~ ~ SEEDING AND MULCHING WfTHIN 15 WORKING DAYS FOLLOWING COMPLETION OF r ,
- EASEMENT r ~ GRADING, PERMANENT SEEDING, MULCHING AND GROUND COVER SHAH BE APPLIED 20' EMPORARY 6 ~ i TO THE SITE FOLLOWING COMPLETION OF CONSTRUCTION,
~ ~ ~I~ `An_ NSTRUCTION i '
V D SEDIMENT =s' a~ 5. SEDIMENT BASINS ARE TO REMNN IN PLACE DURING THE HOME EASEMENT,' ' CONSTRUCTION PHASE OF THE PROJECT
1 60 ` ~ ~ 6. RECEMNG WATERCOURSE: UPPER BARYON'S CREEK
qua , - ~ r r + ~ i r
I , ~ 'N~ ` i' 7. TOTAL DENUDED AREA: 7.6 ACRES '9A5M C N T H ` CDO ALL / 8, 20' TEMPORARY SEDIMENT AND CONSTRUCTION EASEMENTS SHALL
+ , :STD, 838. ,
_ ao' euILDINc ~0' PERIMETER BE PROVIDED AROUND ALL SEDIMENT BASINS G ~ ,'BUFFER
ro r ' SETBACK , ' . Hw1o1 EROSION CONTROL NARRATIVE ~K ~ , '
>ro , ~ a ~ RTH RN WAKE COUNTY.
0 - , &WN ~ ~ci` , , r VICTORY CHURCH ROAD, VICTORY CHURCH ROAD IS LOCATED IN NO E EL PREADER , l"' THE SITE IS LOCATED AT ON VICTORY CHURCH ROAD 400FT SOUTH OF THE DURWIM COUNTY LINE. THE
~ ' ,3 PROJECT CONSISTS OF 42 SINGLE FAMILY RESIDENTIAL LOTS,THE FOLLOWING SEDIMENTATKN , i r AND EROSION CONTROL DEVICES ARE PROPOSED TO BE INSTALLED ON THIS PROJECT: GRAVEL
- ~ e )g~ 0`\ Ig' - 3e r HW100 5 ~ T M Fl TER BASINS DIVERSION BERM DITCH, SILT FENCE, p'-. • , MP RA CONSTRUCTION ENTRANCE, CUS 0 L ~ HI G k VEGETATION. OTHER
t ~ 0 \ BASSI d ~ ~ 0 RI' ~ CHANNEL PROTECTKN, PIPE OUTLET PROTECTION, SEEDING, MULC ~ 6b DIVERSION r MEASURES MAY BE ADDED AS REQUIRED.
0' ATER-iSUPPI,Y I HED`,BUFER TER-iSUPPI,Y 50 DITCH
I SHED` F ~ ' ,BU ER 50' ` 1 I ~
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~ ' I 1 I I I I I ~ ~ i ~ ~ 400 - i '
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~ r r PM r"- AFTER HOME CONSTRUCTION IS COMPLETE; r ~ HECKV~ FE$2 ~ 1. REMOVE CUSTOM BASIN
~ 0 50' 00' ?AO" 400' ~ ~ , ! ~ ~ - 2. EXTEND CHANNEL 40 LF W/ PERMANENT CHANNEL LINER
w ~ ~ , , _ ! ~ / ' CONSTRUCT DITCH CROSS-SECTION BELOW , 3. STABILIZE ADJACENT DISTURBED AREAS
~ , ~ 3 ° 9CAlE;1' ¦ 100' p ~ IMMEDIATELY AFTER CONSTRUCTION. i
~ a m _ , ~ - -~3
ry I ~ ~ ~ - - - ~ ` 41 4 18 , o0
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Na RevWon Date De*W spy Z sheet rra
1 WAKE COUNTY COMMENTS 12128104 8W W&R SEE %W
Drawn By Due 8W 11119104 VICTORY CHURCH ROAD DWQ IMPACT PLAN WITHERS RAVENEL
0*&ed BE job Na ENGINEERS I PLANNERS I SURVEYORS of
111 61ocKenon Drive Cory, North Carolina 27511 tel: [phone] fox: 919-461-6008 www.withersrovenel.com
!c 99061 WAKE COUNTY NORTH CAROLINA