20060497 Ver 1_COMPLETE FILE_20060323

JUN-05-06 12:00 PM BLACKBURN CONSULTING ENG 9195537298
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520

Phone: [phone]
Fax: [phone]
June 5, 2006
CDENR - DWQ
arkviiw Building
321 Crabtree Boulevard
aleio, NC 27604
ttn: hiss, Cyndi Karoly
E: DfWQ 06-0497
Enclosed is the signed and notarized Operation and Maintenance Agreement
Qsewpod Subdivision.
Sincerely,
Sean P.: Hein, PLS
NAME:DWQ-WETLANDS
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JUN-05-06 12:01 PM BLACKBURN CONSULTING ENG 9195537298
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. t LEVEL. SPREADER OPERATION AND MAINTENANCE AGREEMENT
The lave spreader is defined as an elongated, level threshold, designed to diffuse stormwater ru
k
Mal ten nee a ivities shall be performed as follows:
Ater structlon and until vegetation has been established, level spreader(s) shall be In
I. eery nfall. Thereafter, level spreader(s) shall be inspected at least every month and n
fr uedy during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made If ri
b..: spect. level spreader(s) for evidence of scour, undercutting, settlement of the stri
E neentrated flows downhill from the level spreader(s).
t c, level elevation shall be maintained across the entire flow-spreading structure at
epafr or replace the level spreader if it is damaged.
d, vegetative cover to a height of six (6) inches and prune plants if they cover 0
vel spreader surface.
' e. epair eroded areas and replace/replant dead or damaged vegetation.
T e co actor should avoid the placement of any material on and prevent construction trl
the s re. If the measure Is damaged by construction traffic, It shall qe repaired imme
In pect nd repair the coll?tlon system (e.g., catch basins, pipes, swales, rtprap) four (4)
t' to malnt in proper functioning.
.? a nowt ge nd agree by my signature below that I am responsible for the ppg?rformance of the
dur s ilst above. I agree to notify DWO of any problems with the systerh or prior to any c
the' yste orr4sponslble party.
? PrI nam
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leg ly responsible party should not be a homeowners association unless more than
of havO been told and a resident of the subdivision has been named the president.
a Notary Public for the State of M4e10H e
of AmeAf- , do hereby certify that _ V'CA XL
,fir ;lhlJ,Q..r~7/?
di app4red before me this ICt h day of I)VW4 '704 , and acknowl
In of 11 forgoing wet [wetland] detention basin maintenance requirements. Witness my l
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?*rn 91-1240.
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My commission expires
Page 1 of 1
JUN-5-2006 MON 09:46 TEL:[phone] NAME:DWO-WETLANDS
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 9, 2006
Marquis Homes & Co.
8368 Six Forks Road, #202
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0497
Wake County
Subject Property: Rosewood Subdivision
Ut to Upper Barton Creek [030401, 27-15-(2), WSIV, NSW, CA]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 146 linear feet of perennial stream (136 linear feet permanent impacts, 10
linear feet temporary impacts), 0.0588 acres of open water, and and 22,071 square feet of Zone 1 Neuse
River basin protected riparian buffers and 8,379 square feet of Zone 2 Neuse River basin protected
riparian buffers to construct the proposed residential subdivision, as described within your application
dated March 20, 2006, and received by the N.C. Division of Water Quality (DWQ) on March 23, 2006,
with more information received on April 3, 2006 and June 7, 2006. 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) NW39, 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, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for-
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation maybe 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:
Conditions of Certification:
1. Impacts Approved
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Ralegh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: httA://h2o.enr.state. nc.us/ncwetlands
Cazo itia
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Marquis Homes & Co.
Page 2 of 5
June 9, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
Stream - Perennial 146 (linear feet) - (136 linear feet permanent impacts, 10 linear
feet temporary impacts) PCN page 8 of 12
Open Water 0.0588 (acres) Buffer Impact #1 Map,
dated 3/20/06
Buffer - Zone 1 22,071 (square feet) PCN page 11 of 12
Buffer - Zone 2 8,379 (square feet PCN page 11 of 12
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. 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 15 NCAC 2H,
Section .0500;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
Marquis Homes & Co.
Page 3 of 5
June 9, 2006
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office;
7. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective, buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
8. 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 ho://h2o.enr.state.nc.us/su/Forms Documents.htm.;
9. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip-rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.

Marquis Homes & Co.
Page 4 of 5
June 9, 2006
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Cert ificae of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
Certificate of Com letion-
10. 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.
Also, this approval to proceed with your proposed impacts or to conduct im acts to
depicted in your application shall expire upon expiration of the 404 or C p waters as
AMA Permit.
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. '
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-7914200.
AWK/ym
Enclosures: GC 3402
Certificate of Completion
Sincerely,
AI W. Klimek, P.E.

Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
March 20, 2006
17 L9 U n ,,,_ _
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20060497
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jean Manuel Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Marquis Homes and Land Company, I am submitting an application
for a stream crossing for a new subdivision road. Enclosed you will find an application
with supporting maps, a copy of a USGS map of the area, a copy of the Wake county soil
map, an agent authorization form from the owner, and a check for $200 for the 401
certification. These crossings are necessary for access to the property. Please contact
me immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers. The 54" concrete culverts
used to cress the stream will have headwalls, and the inverts of the pipes are set a foot
below natural grade to allow for build up and continuous flow through the pipe.
Sincerely,
Sean P. Hein, PLS
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
5. Construction Plans
6. Storm Calculations
Rfflkf?pp= ME I
APR 1 3 2006
DENR - WATER QUALITY
WETLANDS AND STOPMWATER BRANCH
F`(E`r-90w`9 DO
Office Use Only: VVIMAtaP?MO'cV"24q, P, =,41 ion March 05
2t 0-04J7
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:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: Marquis Homes & CO.
Mailing Address: 8368 Six Forks Road #202
Raleigh, NC 27615
Telephone Number: 919-870-6639 Fax Number: 919-870-9923
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean P. Hein
Company Affiliation: Blackburn Consulting Engineering
Mailing Address: 234 East Main Street
Clayton, NC 27520
Telephone Number: 919-553-2900 Fax Number: 919-553-7298
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to
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: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
l
10. Describe the overall project in detail, including the type of equipment to be used:
Grading & clearing for residential roads, standard clearing & grading equipment to be used
11. Explain the purpose of the proposed work:
Property to be developed for single family subdivision
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 other permits or requests known by designer or owner of this property
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.
Plans submitted are complete for this subdivision. No other impacts planned or anticipated to
This site or the individual lots shown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One permanent impact to an existing
Pond/connected wetland. One permanent impact for a stream crossing. Both permanent
impacts
Page 7 of 12
r
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 imt)acts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
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. Tn calculate arrPana miilt;r%ly lvr,n+l, V-4,44, +I,-- ,7._ l.. L.-. Al ccn
Stream Impact
Number
indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width

Before Impact Impact
Length

linear feet Area of
Impact

(acres)
2 UT- Fill Perennial 3.6 136' 0.01
3 UT- Temporary Perennial 7.5 20 0.003

Total Stream Impact (by length and acreage) 136' 0.01
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- dredoinv flnnelino, rlrninncra h„llrbaaAo o+l.
Open Water Impact
Site Number
(indicate on ma v Name
(if applicable) Watee)
Type of Impact Type of Waterbody
(lake, Pand estuary, sound, bay,

ocean, etc. Area of
Impact

acres
I Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
6
List the cumulative im act to all Waters of the U.S. resulting from the ro'ect.
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact (acres : 0.06
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 136
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Impact 41 is utilizing the
existing pond dam for the crossins. Impact # 2 is downstream of an intersection of two creeks.
to allow a single crossign instead of a double one. Impact #3 is for a waterline, is temporarand_
has been placed at a narrow crossing to avoid wetland impact. These crossings are necessary for
access and property development.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No proposed mitigation submitted with this application. If mitigation is required, Payment to
NCEEP will be requested at that time.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 136
Amount of buffer mitigation requested (square feet): 78,782
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
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 X
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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes X 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 22,071 3 (2 for Catawba) 66,213 4
2 8,379 1.5 12,569
Total 30,450 I 78,782
* 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.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Payment into the riparian buffer restoration
fund
Page 11 of 12
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. _ This subdivision is limited to a total impervious limit of 15%. Additionally, level
spreaders are designed at all the runoff outlets using 13' per cfs of a ten year storm, and all the roadside
ditches will be vegetated.
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.
All lots will utilize individual, on-site sewage disposal in the form of design septic systems and
fields.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes E] No X
Is this an after-the-fact permit application? Yes ? No X
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 X
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://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This subdivision is limited by zoning and septic availability to the impacts enclosed and the
plans provided.
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).
No special Circumstances Requested.
3-2?_ o?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
i
Page 12 of 12
Y
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1

Blackburn Consulting EnLisecring
234 E&st Main Strce4
Clayton, NC 27520
Phonc:,919)553.2900
Fvx,- (919} 553-7298 '
Ptoject; Rosewood
W)WM tY'may Concern; ?
'l, tht, cs:rrent property owner,-hereby designate and authariac Blackburn
ssu Ling Engineering to act on my behalf as my agent in the processing of p<ar:nits}and
1i4drins. to fU nish upoA request supplemental infermetion in support if pcrmitsard
.l;rat9on3. ect. frarn this day forward. Thr. 15TH day of March 2006, i
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BLACKBURN CONSULTING ENGINEERING CAR
234 EAST MAIN STREET .?` ,.<:<° S ,°•.° !','?,
CLAYTON, NC 27520
[phone] 919) 553-7298 a E A L

ROSEWOOD
f f. I
DRAINAGE AND EROSION CONTROL
March 20, 2006
W
STORM P IPES

PIPE DA C I(100) Q(100) SIZE (IN) HW/D H

1 9.50 0.5 10 47.5 42 0.90 3.20
2 38.00 0.4 10 152.0 54 1.40 6.30
(SCS) SOILS GROU P=CECIL="B " CN=68 100 YEAR RAI NFALL 8.0
SLOPES=MODERATE Q(100)=140.00
SLOPES=STE EP Q(100)=190.00 USE RATIONAL METHOD
3 1.9 0.5 10 9.5 24 0.8 1.6
4 0.7 0.5 10 3.5 24 0.8 1.6
5 0.7 0.7 10 4.9 18 0.9 1.4
100 YEAR
PIPE STATION SIZE (IN) CL GRADE INV IN INV OUT LENGTH GRADE BACKWATER

1 13+85 36 403.65 395.4 395.0 77 0.52% 398.6
2 28+64 54 382.76 363.0 361.0 95 2.11% 369.3
3 10+31 24 391.28 387.7 385.8 62 4.68% 389.3
4 25+00 24 394.49 390.5 390.0 57 0.88% 392.1
5 Lots 10/11 18 400.00 392.0 383.0 67 13.40% 393.4

STORM O UTLET AT P OND

BOX DA C km 9(100) ff Lol Q(50) 100 YEAR 50 YEAR
5'x5' TOP 9.5 0.5 10.00 47.5 8.96 42.6 0.74 0.69
TOP=399.90' 100 YEAR=400.64'
- 50 YEAR=40 0.59'
1
1

VELOCITY DISSIPATORS -

PIPE SLOPE Q(101 VELOCITY LENGTH WIDTH DEPTH IN STONE

1 0.50% 35.6 7.41 21 11 24 13"
2 2.119/. 114 17 45 14 36 23" NOT PROPOSED
3 4.68% 7.1 11 12 6 24 13"

4
0.88%
8.6
6.4
12
6
24
13" _
5 13.40% 3.7 13.8 9 5 24 13"

SEDIMENT BASINS FLOW
DEPTH
BASIN _ DA REQ. VOL SIZE PROV. VOL TYPE WEIR 9(100) 100YR
_
1 0.44 792 12x24x3 864 CUSTOM 10 2.64 0.20
2 0.75 1350 15x30x3 1350 CUSTOM 10 4.5 0.28
3 _ 0.02 3402 24x48x3 3456 CUSTOM 16 7.56 0.29
4 0.31 558 10x20x3 600 CUSTOM 10 2.48 0.19
5 0.38 684 11x22x3 726 CUSTOM 10 3.04 0.22
6 2.32 4176 23x46x4 4232 CUSTOM 16 11.6 0.39
7 2.36 4248 23x47x4 4324 CUSTOM 16 14.16 0.44
8 0.21 378 10x16x3 480 CUSTOM 10 1.68 0.15
9 1.03 1854 18x36x3 1944 CUSTOM 14 6.18 0.28
10 0.67 1206 14x30x3 1260 CUSTOM 10 4.69 0.29

LEVEL SPREADER

LS LOCATION O(10) SIZE

1 LOT 11/12 3.5 46
2 30+00 LEFT 4.6 60
3 29+50 RIGHT 1.3 17
4 28+00 RIGHT 2.6 34
5 24+00 LEFT 4.6 60
6 15+00 LEFT 5.7 74
7 12+00 LEFT 2 26
8 12+50 RIGHT 3.4 44
9 15+00 RIGHT 1.8 24

DITCHES 1=7.5 N=0.03

DITCH STATION DA C Q(10) SLOPE PROTECTION VELOCITY DEPTH
STREET "A'
LEFT 10+00-11+75 0.44 0.6 2.00 8.8% C-350 4.66 0.38
RIGHT 10+00-11+00 0.41 0.6 1.80 8.8% C-350 4.54 0.36
RIGHT 11+00-12+25 0.75 0.6 3.40 8.8% C-350 5.32 0.46
LEFT 18+00-19+50 0.42 0.4 1.30 3.5% C-125 2.96 0.38
LEFT _ 17+00-18+00 0.87 0.4 2.6 6.0% C-350 4.31 0.45
LEFT 16+00-17+00 1.35 0.4 4.1 6.0% C-350 4.83 0.53
LEFT 15+00-16+00 1.89 0.4 5.7 5.0% C-350 4.9 0.62
RIGHT 18+00-19+50 0.15 0.8 0.9 3.5% C-125 2.7 0.33
RIGHT 17+00-18+00 0.22 0.8 1.3 6.0% C-125 3.62 0.35
RIGHT 15+50-17+00 0.32 0.8 1.9 6.0% C-125 3.98 0.4
LEFT 20+00-22+00 0.23 0.8 1.4 9.2% C-350 4.33 0.35
LEFT 22+00-24+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 20+00-22+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 22+00-24+00 1.2 0.5 4.5 9.2% C-350 5.3 0.5
RIGHT 24+00-25+00 2.32 0.4 7 1.5% C-125 3.23 0.84
RIGHT 25+00-26+00 0.85 0.35 2.2 1.5% NONE 2.46 0.55
RIGHT 32+00-33+00 0.07 0.8 0.4 2.0% NONE 1.79 0.27
RIGHT 31+00-32+00 0.13 0.8 0.8 6.5% C-125 3.31 0.28
RIGHT 30+00-31+00 0.19 0.8 1.2 8.8% C-350 4.1 0.31
RIGHT 29+50-30+00 0.21 0.8 1.3 12.0% C-350 4.7 0.3
LEFT 32+00-33+00 0.5 0.8 3 2.0% C-125 2.96 0.58
LEFT 31+00-32+00 0.76 0.7 4 6.5% C-350 4.94 0.52
LEFT 30+00-31+00 1.03 0.6 4.6 8.8% C-350 5.74 0.52
RIGHT 33+00-34+50 0.1 0.8 0.6 3.50/. NONE 2.44 0.21
LEFT 33+00-34+50 0.61 0.7 3.2 3.5% C-125 3.71 0.54
RIGHT 26+50-28+00 2.36 0.6 10.6 12.0% C-350 7.94 0.67
OUTFALL LOT 11/12 0.67 0.7 3.5 10.0% C-350 5.64 0.45
STREET "B'
RIGHT
1 10+00-11+50 1.04 0.4 3.1 8.7% C-350 5.18 0.45
LEFT 10+00-11+50 0.26 0.8 1.6 8.7% C-350 4.39 0.35
STREET "C"
LEFT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
RIGHT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
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Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
June 5, 2006

NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Ms, Cyndi Karoly
RE: DWQ 06-0497
Enclosed is the signed and notarized Operation and Maintenance Agreement for
Rosewood Subdivision.
Sincerely,
Sean P. Hein, PLS
? , 12 aW[ p
D
JUN - 7 2006
WEn?SAND s WATER sTMRga
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: JCG?? rylV" ok
Title:

Address: O ?p • a? 0 ,q e, ?C• p? ?!?lSr
Phone: o
Signature:
Date: -'
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, S?G4/'1 ?• ? , a Notary Public for the State of /10l27"t( 1 t'
County of _';Jr hA sd &A do hereby certify that ,9 yL /y1 aA00/-)
personally appeared before me this Cth day of ,70/1/4 ,ZD44? , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
AKE
SEAL

My commission expires
Page 1 of 1

O? W a
O?
T ?qQG
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 31, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Marquis Homes & Co.
8368 Six Forks Road, #202
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0497
Wake County
Subject Property: Rosewood Subdivision
Ut to Upper Barton Creek [030401, 27-15-(2), WS1V, NSW, CA]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On March 23, 2006, the Division of Water Quality (DWQ) received your application dated
March 20, 2006, to impact 146 linear feet of perennial stream and 22,071 square feet of Zone 1
Neuse River basin protected riparian buffers and 8,379 square feet of Zone 2 Neuse River basin
protected riparian buffers to construct the proposed residential subdivision.. On May 26, 2006,
the DWQ received additional information from you, however, the DWQ has determined that
your application remains 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 five
copies of the additional information requested below, we will have to move toward denial of
your application as required by 15A NCAC 2U.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. As previously requested, please provide signed and notarized Operations and
Maintenance Agreements for the proposed level spreaders. We will be unable to process
your application until this information is received.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
r
U,r
!!y
401 oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh North Carolina 27604
s
Phone: [phone] / FAX [phone] / Internet: h=:Ll12o.ciir.state.ne.us/ncwelland
A.. T7-,1 r)-nrtnmity/affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
r
Marquis Homes & Co.
Page 2 of 2
May 31, 2006
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. Ian
I McMillan 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 Permitting
Unit
CBK/Um
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean P. Hein, Blackburn Consulting Engineering, 234 East Main Street, Clayton, NC 27520
Filename: 060497RosewoodSD(Wake)0n_H01d2
i
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
NCDENR-DWQ May 25, 2006 a? ? D
10%
? D
? Zp06
Parkview Building h11A?
2321 Crabtree Boulevard
Raleigh, NC 27604 Attn: Ms, Cyndi Karoly
RE: DWQ 06-0497
i Enclosed in this submittal is a revised page 8 of the application, a revised impact
drawing, and a plan page to clarify the information requested. The comments are
addressed as follows:
1. Impact 3 is only 10 feet in length. A new impact sheet has been included in this
submittal to show this impact. This is a shallow waterline crossing, and will not take
much width to install.
2. Total wetlands have been added to Section VI, No. 3 of the application.
3. Operating and maintenance agreements will be included with the home owner
documents at time of plat recording.
4. A map is included in this submittal that shows building envelopes on all lots and a
sample of building and driveway locations
5. ALL driveway crossings and impacts are shown in this submittal.
Sincerel
%eJtlessserseapo
off. "Yo
Sean P. Hein, PLS
SEAL
®r L-399,5
tP'%b ?` Irv
?'A c? =o su?v?og?. ®a

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,
senarately list impacts due to both structure and flooding-
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
i

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1.3580 Acres
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. multiDly length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146' 0.01
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
Site Number
(indicate on ma) Name of Waterbody
(if applicable) Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
1 Man-made Pond Fill Pond 0.06
i

Total Open Water Impact (acres) 0.06
Page 8 of 12
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i -
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 11, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Marquis Homes & Co.
8368 Six Forks Road, #202
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0497
Wake County
Subject Property: Rosewood Subdivision
Ut to Upper Barton Creek [030401, 27-15-(2), WSIV, NSW, CA]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On March 23, 2006, the Division of Water Quality (DWQ) received your application dated
March 20, 2006, to impact 146 linear feet of perennial stream and 22,071 square feet of Zone 1
Neuse River basin protected riparian buffers and 8,379 square feet of Zone 2 Neuse River basin
protected riparian buffers 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 five copies of 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. You have indicated in the stream impact table on page 8 of 12 of your PCN application
that the temporary stream impact at Impact 3 was 10 feet in length, however, as measured
on your plan sheet it is approximately 35 feet in length which places you above the 150
foot threshold. Please address this discrepancy and change your plans to reflect the 10'
impact reported in your PCN application.
2. Please quantify existing on-site wetlands and enter this information in Section VI, No. 3
of the PCN application.
3. Please signed and notarized Operations and Maintenance Agreements for the proposed
level spreaders.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwctlands
No`s Carolina
Natura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Marquis Homes & Co.
Page 2 of 2
May 11, 2006
4. Please place building envelopes on all lots that contain wetland, stream or buffer. Lot 6
appears to be un-buildable as it is currently sited.
5. Please apply for all driveway crossings at this time, as the buffer rules state, driveway
crossings in subdivisions can impact equal to or less than 150 feet and that is allowable,
but if impacts are greater than 150 feet, than it is allowable with mitigation.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan 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 Permitting
Unit
CBKI m
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean P. Hein, Blackburn Consulting Engineering, 234 East Main Street, Clayton, NC 27520
Filename: 060497RosewoodSD(W ake)On_Hold
DWQ 06-0497 Rosewood Subdivision
4; i
Subject: DWQ 06-0497 Rosewood Subdivision
From: Laurie Dennison <[e-mail]>
Date: Fri, 12 May 2006 15:18:52 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
060497RosewoodSD(Wake)On Hold.doc
Content-Type: application/msword
Content-Encoding: base64
I of 1 5/12/2006 3:21 PM
Rosewood 20060497 Wake Co.
Subject: Rosewood 20060497 Wake Co.
From: Eric Kulz <[e-mail]>
Date: Mon, 08 May 2006 07:45:04 -0400
To: Ian McMillan <[e-mail]>
Ian:
How is lot 6 buildable on this one? Also, do they need deed
notifications/restrictions for lots with buffers?
There is a note on Sheet 2 that talks about driveway crossings that says buffer
disturbance can be no more than 60' wide. If it is more than 2,5' wide, they need to
apply to us for buffer authorization (single-family driveways,greater than 25' wide
are allowable under the rules).
My comments are on BIMS.
Eric 112
:col ?. ?-?= ti
Eric Kulz <Eric.Kulz(&,,ncmail.net> 4 'O A ? dkr<
Environmental Specialist III '?3?
Surface Water Protection
NC Division of Water Quality ?1?
1 of 1 5/8/2006 8:28 AM
RE: DWQ ft 06-0497 Rosewood Subdivision
Subject: RE: DWQ # 06-0497 Rosewood Subdivision
From: sean hein <[e-mail]>
Date: Thu, 20 Apr 2006 11:10:49 -0700 (PDT)
To: Laurie Dennison <[e-mail]>
The permanent Impact is 1371, temporary is 10' for a
total of 146'
--- Laurie Dennison <[e-mail]>
wrote:
Sein -
Please confirm for me the exact amount of Stream
impact (both
fill/perennial & temporary/perennial) the above
referenced project will
impact.
Please reply to this email at your earliest
convenience.
Thank you,
Laurie Dennison
Adminstrative Assistant
DENR-DWQ
Wetlands/401 Unit
Sean P. Hein
Blackburn Consulting Engineering
0: 919-553-2900
F: 919-553-7298
M: 919-669-9487
Do You Yahoo!?
Tired of spam? Yahoo! Mail has the best spam protection around
http://mail.yahoo.com
I of 1 4/25/2006 1:01 PM
p Michael F. Easley, Governor
?0 6 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 19, 2006
DWQ Project # 06-0497
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Blackburn Consulting Engineering
Attn: Sein Hein
234 East Main Street
Clayton, North Carolina 27520
Subject Property: Rosewood Subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. Hein,
On March 23, 2006 the Division of Water Quality (DWQ) received your application on behalf of Marquis
Homes & Co. dated March 20, 2006 to construct the proposed subdivision. On March 27, 2006 the
project was placed on hold for incorrect fee payment. On April 3, 2006 the $200 fee was returned along
with a revised water/stream impact reflecting 146 If. On April 13, 2006 another document was received
showing the water/stream impact to be 1561f of both temporary and permanent stream.
We are unclear as to the exact amount of stream impact being proposed. An email request was sent on
April 17, 2006 and a telephone message was left on April 19, 2006. At this time the project remains on
hold pending clarification of stream impacts. Should the stream impact figure be 150 If or more, then an
additional $275 will need to be remitted with your response in order to move forward with the project
review. 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 five copies of 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. Stream/Water Impacts
Please clarify the exact amount of impact to water/stream. Permanent, temporary or unimportant
waters do count towards total linear footage and could impact your permitting fee.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing. If we do not
hear from you within three weeks, we will assume that you no longer want to pursue this project and we
will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ian McMillan or Ms. Cyndi Karoly at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
?t"
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/Ijd
cc: Tom Hankins, Marquis Homes & Co., 8368 Six Forks Road #202, Raleigh, NC 27615
File Copy
Central Files
Filename: 060497RosewoodSD(Wakc)_Stream Impacts
vmuguvy my
APR 1 3 20A6
DIP ? 14 g 1 DENR . WA i 1=R QUALITY
III. Project Information WETLM08M OSTURMWATERbkWm
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
5
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to Upper Barton's Creek
8. River Basin: N
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
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,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within.
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial Intermittent?
? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
acres
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146' 0.01
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
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
Date:
Triage Check List
oC
Project Name: ?,????
DWQ#: D ?0 6 cfq 7
County: (,tea /t t
To: ? ARO
? FRO
? MRO
0 RRO
Kevin Barnett
Ken Averitte
Alan Johnson/Barry Love
Eric Kulz
From:
? WaRO Kyle Barnes
? WiRO Noelle Lutheran/Joanne Steenhuis
? WSRO Daryl Lamb
Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Lp Minimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
9 Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
April 3, 2006
Lpm @IN OWE P
APR 3 _ 2006
NCDENR - DWQ DENR - WATER QUALITY
Parkview Building WETLANDS AND STORMWATER BRANCH
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Ms, Cyndi Karoly
RE: DWQ 06-0497
Enclosed in this submittal are revised pages 6 and 8 of the application. These
pages included the name of the receiving body of water, which was left off of the
previous pages, and the temporary stream impact was corrected to 10' for a utility
crossing. That crossing was incorrectly shown as 20' on the previous application. This
brings to cumulative impacts down to 146' in length. Also enclosed is a check for $200
for this project review.
Sincerely,
Sean P. Hein, PLS
III. Project Information
5
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 I1 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: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to Upper Barton's 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: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
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,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
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 b 43,560.
Stream Impact
Number
(indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
acres
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146' 0.01
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
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
O?0 W ATF9QG
r
7 ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
March 27, 2006
Haywood County
DWQ 06-0497
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Marquis Homes & Co
Attn: Tom Hankins
8368 Six Forks Road #202
Raleigh, NC 27615
Subject Property: Rosewood Subdivision
Dear Mr. Hankins:
On March 23, 2006 the Wetlands/401 Unit of the Division of Water Quality received your application for a 401 Water
Quality Certification in Wake County, North Carolina. Your project has been placed on hold for the following reason:
1. Incomplete application information. The PCN Application failed to supply the name of the nearest receiving body of
water. Please see page 6 of 12 and page 8 of 12 of permit application.
2. Incorrect fee amount. The application reflects both permanent fill and temporary perennial impacts amounting to 156,
linear feet. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is
$475.
Your project will remain on hold until all the permit criteria are met. Please reference the above DWQ number when
responding. If you have any questions, please contact Ian McMillan or me in the Central Office in Raleigh at (919) 733-
1786.
Sincerely,
C di Karoly
Enclosure: Check #2581 for $200.00
CBK/ jd
cc: Blackburn Consulting Engineering, Attn: Sean Hein, 234 East Main Street, Clayton, NC 27520
File Copy + check copy
Central Files + check copy
06-0497 Rosewood SD(Wake)_Incomplete Appl_Fee
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
MARQUIS HOMES & COMPANY
PH. 919-870-6339
8368 SIX FORKS ROAD SUITE 202
RALEIGH, NC 27615
l()C DCJQ
3//s`CD(v
i 611%c
RBC
Centura
RBC Centura Bank
ryry Cal)6 NC 2751
11500002S131112 1:0 5 3 1008 501:0 3 00 7 3 6 311'
2581
66-85/531
$CZa. 00

t
20060497 ?
-Blackburn Consulting Engineering
234 East Main Street 2006
Clayton, NC 27520 MAl# 2
Phone: [phone] PENK . WATEP QUALITY
Fax: [phone] MTtjhf'§trip STGf;!'v ir11, O H
March 20, 2006
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jean Manuel Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Marquis Homes and Land Company, I am submitting an application
for a stream crossing for a new subdivision road. Enclosed you will find an application
with supporting maps, a copy of a USGS map of the area, a copy of the Wake county soil
map, an agent authorization form from the owner, and a check for $200 for the 401
certification. These crossings are necessary for access to the property. Please contact
me immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers. The 54" concrete culverts
used to cress the stream will have headwalls, and the inverts of the pipes are set a foot
below natural grade to allow for build up and continuous flow through the pipe.
Sincerely,
Sean P. Hein, PLS
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
5. Construction Plans
6. Storm Calculations
o 0
2006
Office Use Only: DENR - WATER UP?
n March OS
WETLPJJpS a,Np STO?tM,?:(?i f?? 0 4 9 7
USACE Action ID No. DWQ No. G
(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:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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: Marquis Homes & CO.
Mailing Address: 8368 Six Forks Road #202
Raleigh, NC 27615
Telephone Number: 919-870-6639 Fax Number: 919-870-9923
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean P. Hein
Company Affiliation: Blackburn Consulting Engineering
Mailing Address: 234 East Main Street
Clayton, NC 27520
Telephone Number: 919-553-2900 Fax Number: 919-553-7298
E-mail Address: seanheinna,yahoo.com
Page 5 of 12
III: Project Information
5
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to
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: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Grading & clearing for residential roads, standard clearing & rg ading equipment to be used
11. Explain the purpose of the proposed work:
Property to be developed for single family subdivision
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 other permits or requests known by designer or owner of this property
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.
Plans submitted are complete for this subdivision No other impacts planned or anticipated to
This site or the individual lots shown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One permanent impact to an existing
Pond/connected wetland. One permanent impact for a stream crossing Both permanent
impacts
Page 7 of 12
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 floodina.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
(acres)
2 UT- Fill Perennial 3.6 136' 0.01
3 UT- Temporary Perennial 7.5 20 0.003

Total Stream Impact (by length and acreage) 136' 0.01
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

Site Number
(indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres
I Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the vroiect:
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact (acres): 0.06
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 136
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Impact #1 is utilizing the
existing pond dam for the crossing, Impact # 2 is downstream of an intersection of two creeks
to allow a single crossinn instead of a double one. Impact #3 is for a waterline is temporary, and
has been placed at a narrow crossing to avoid wetland impact. These crossings are necessary for
access and property development.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No proposed mitigation submitted with this application. If mitigation is required, Payment to
NCEEP will be requested at that time.
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/v?M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 136
Amount of buffer mitigation requested (square feet): 78,782
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
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 X
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 F-1
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse V Yes X 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 22,071 3 (2 for Catawba) 66,213
2 8,379 1.5 12,569
Total 30,450 78,782
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Payment into the riparian buffer restoration
Page 11 of 12
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. -This subdivision is limited to a total impervious limit of 15%. Additionally, spreaders are designed at all the runoff outlets using 13' per cfs of a ten year storm and all the roadside
ditches will be vegetated.
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.
All lots will utilize individual, on-site sewage disposal in the form of design septic systems and
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
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 X
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 subdivision is limited by zoning and septic availability to the impacts enclosed and the
plans provided.
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).
No special Circumstances Requested.
3-2,?P- 04
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
A
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519..27a 49 3

Blackburn Consulting Engisecring
234 Eeat Main Strcc3
Clayton, SIC 27520
Phone: ,919; 553.29110
Fax: [phone]
Project: Rosewood
Whom it May concem;
l: the current property owner,-hereby designate aid authariae Blackburn
-asua,tirg 1~ngineering to act on my bcUf as my agent in the processing of permits}and
Ait:s lonx, to furnish upon Sequest supplemental inforrnstion in support of permit0and
11"Catlons, ect, l'rorn this day forward. The. 35TH day of March 2006. 9
in int Name
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1
4
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I
BLACKBURN CONSULTING ENGINEERING CIAR-,
234 EAST MAIN STREET
CLAYTON, NC 27520 : ?; p °•
[phone] [phone]
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ROSEWOOD '? a
V141-
DRAINAGE AND EROSION CONTROL Vv
March 20, 2006
W
STORM P IPES

PIPE DA C 1100 Q(100) SIZE (IN) HW/D H

9.50 0.5 10 47.5 42 0.90 3.20
2 38.00 0.4 10 152.0 54 1.40 6.30
(SCS) SOILS GROU P=CECIL="B " CN=68 100 YEAR RAI NFALL 8.0
SLOPES=MODERATE Q(100)=140.00
SLOPES=STE EP Q(100)=190.00 USE RATIONAL METHOD
3 1.9 0.5 10 9.5 24 0.8 1.6
4 0.7 0.5 10 3.5 24 0.8 1.6
5 0.7 0.7 10 4.9 18 0.9 1.4
100 YEAR
PIPE STATION SIZE IN---) CL GRADE INV IN INV OUT LENGTH GRADE BACKWATER

1 13+85 36 403.65 395.4 395.0 77 0.52% 398.6
2 28+64 54 382.76 363.0 361.0 95 2.11% 369.3
3 10+31 24 391.28 387.7 385.8 62 4.68% 389.3
4 25+00 24 394.49 390.5 390.0 57 0.88% 392.1
5 Lots 10/11 18 400.00 392.0 383.0 67 13.40% 393.4

STORM O UTLET AT P OND

BOX DA C 1100 9(100) 150 9(50) 100 YEAR 50 YEAR
5'x5' TOP 9.5 0.5 10.00 47.5 8.96 42.6 0.74 0.69
TOP=399.90' 100 YEAR=400.64' 1 50 YEAR=400.59'
I
VELOCITY DISSIPATORS

PIPE SLOPE Q(10) VELOCITY LENGTH WIDTH DEPTH (IN) STONE

1 0.50% 35.6 7.41 21 11 24 13"
2 2.11% 114 17 45 14 36 23" NOT PROPOSED
3 4.68% 7.1 11 12 6 24 13"
4 0.88% 8.6 6.4 12 6 24 13-
5 13.409/. 3.7 13.8 9 5 24 13"

SEDIMENT BASINS FLOW
DEPTH
BASIN DA REQ. VOL SIZE PROV. VOL TYPE WEIR 9 100 10? OYR)

1 0.44 792 12x24x3 864 CUSTOM 10 2.64 0.20
2 0.75 1350 15x30x3 1350 CUSTOM 10 4.5 0.28
3 0.02 3402 24x48x3 3456 CUSTOM 16 7.56 0.29
4 0.31 558 10x20x3 600 CUSTOM 10 2.48 0.19
5 0.38 684 11x22x3 726 CUSTOM 10 3.04 0.22
6 2.32 4176 23x46x4 4232 CUSTOM 16 11.6 0.39
7 2.36 4248 23x47x4 4324 CUSTOM 16 14.16 0.44
8 0.21 378 10x16x3 480 CUSTOM 10 1.68 0.15
9 1.03 1854 18x36x3 1944 CUSTOM 14 6.18 0.28
10 0.67 1206 14x30x3 1260 CUSTOM 10 4.69 0.29

LEVEL SPREADER

LS LOCATION Q(10) SIZE

1 LOT 11/12 3.5 46
2 30+00 LEFT 4.6 60
3 29+50 RIGHT 1.3 17
4 28+00 RIGHT 2.6 34
5 24+00 LEFT 4.6 60
6 15+00 LEFT 51 74
7 12+00 LEFT 2 26
8 12+50 RIGHT 3.4 44
9 15+00 RIGHT 1.8 24

DITCHES 1=7.5 N=0.03

DITCH STATION DA C Q 10 SLOPE PROTECTION VELOCITY DEPTH
STREET "A'
LEFT 10+00-11+75 0.44 0.6 2.00 8.8% C-350 4.66 0.38
RIGHT 10+00-11+00 0.41 0.6 1.80 8.8% C-350 4.54 0.36
RIGHT 11+00-12+25 0.75 0.6 3.40 8.8% C-350 5.32 0.46
LEFT 18+00-19+50 0.42 0.4 1.30 3.5% C-125 2.96 0.38
LEFT 17+00-18+00 0.87 0.4 2.6 6.0% C-350 4.31 0.45
LEFT 16+00-17+00 1.35 0.4 4.1 6.0% C-350 4.83 0.53
LEFT 15+00-16+00 1.89 0.4 5.7 5.0% C-350 4.9 0.62
RIGHT 18+00-19+50 0.15 0.8 0.9 3.5% C-125 2.7 0.33
RIGHT 17+00-18+00 0.22 0.8 1.3 6.0% C-125 3.62 0.35
RIGHT 15+50-17+00 0.32 0.8 1.9 6.0% C-125 3.98 0.4
LEFT 20+00-22+00 0.23 0.8 1.4 9.2% C-350 4.33 0.35
LEFT 22+00-24+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 20+00-22+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 22+00-24+00 1.2 0.5 4.5 9.2% C-350 5.3 0.5
RIGHT 24+00-25+00 2.32 0.4 7 1.5% C-125 3.23 0.84
RIGHT 25+00-26+00 0.85 0.35 2.2 1.5% NONE 2.46 0.55
RIGHT 32+00-33+00 0.07 0.8 0.4 2.0% NONE 1.79 0.27
RIGHT 31+00-32+00 0.13 0.8 0.8 6.5% C-125 3.31 0.28
RIGHT 30+00-31+00 0.19 0.8 1.2 8.8% C-350 4.1 0.31
RIGHT 29+50-30+00 0.21 0.8 1.3 12.0% C-350 4.7 0.3
LEFT 32+00-33+00 0.5 0.8 3 2.0% C-125 2.96 0.58
LEFT 31+00-32+00 0.76 0.7 4 6.5% C-350 4.94 0.52
LEFT 30+00-31+00 1.03 0.6 4.6 8.8% C-350 5.74 0.52
RIGHT 33+00-34+50 0.1 0.8 0.6 3.5% NONE 2.44 0.21
LEFT 33+00-34+50 0.61 0.7 3.2 3.5% C-125 3.71 0.54
RIGHT' 26+50-28+00 2.36 0.6 10.6 12.0% C-350 7.94 0.67
OUTFALL LOT 11/12 0.67 0.7 3.5 10.0% C-350 5.64 0.45
STREET "B'
RIGHT 10+00-11+50 1.04 0.4 3.1 8.7% C-350 5.18 0.45
LEFT 10+00-11+50 0.26 0.8 1.6 8.7% C-350 4.39 0.35
STREET "C"
LEFT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
RIGHT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
May 25, 2006
NCDENR -DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Ms, Cyndi Karoly
RE: DWQ 06-0497
Enclosed in this submittal is a revised page 8 of the application, a revised impact
drawing, and a plan page to clarify the information requested. The comments are
addressed as follows:
1. Impact 3 is only 10 feet in length. A new impact sheet has been included in this
submittal to show this impact. This is a shallow waterline crossing, and will not take
much width to install.
2. Total wetlands have been added to Section VI, No. 3 of the application.
3. Operating and maintenance agreements will be included with the home owner
documents at time of plat recording.
4. A map is included in this submittal that shows building envelopes on all lots and a
sample of building and driveway locations
5. ALL driveway crossings and impacts are shown in this submittal.
Sincerel
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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,
senarately list impacts due to both stricture and flonding_
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1.3580 Acres
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. multiDly length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146' 0.01

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
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
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III. Project Information
5.
Olc-n
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to Upper Barton's 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: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
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,
se arately list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146 0.01
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
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Ms, Cyndi Karoly
May 25, 2006
MAY 2 2006
wrn'; O h O 'tlcK QUALijv
NO STORAVAl4p, pgUVdCH
RE: DWQ 06-0497
Enclosed in this submittal is a revised page 8 of the application, a revised impact
- drawing, and a plan page to clarify the information requested. The comments are
addressed as follows:
1. Impact 3 is only 10 feet in length. A new impact sheet has been included in this
submittal to show this impact. This is a shallow waterline crossing, and will not take
much width to install.
2. Total wetlands have been added to Section VI, No. 3 of the application.
3. Operating and maintenance agreements will be included with the home owner
documents at time of plat recording.
4. A map is included in this submittal that shows building envelopes on all lots and a
sample of building and driveway locations
5. ALL driveway crossings and impacts are shown in this submittal.
Sincerel
,`93/18989P
?a
o 0 .- sip
Sean P. Hein, PLS „ pt SEAL w?
r L-399
(PNb
,.?;$? dew
a?,? ; (IFi14

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1.3580 Acres
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. multiniv length X width- then divide by 41 560
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
2 UT-Upper Barton's Fill Perennial 3.6 136' 0.01
3 UT-Upper Barton's Temporary Perennial 7.5 10 0.002

Total Stream Impact (by length and acreage) 146' 0.01
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. dredLying. flooding- draina¢e_ hnikheadc_ etc
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
?a
ao
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?W
577 SF
ZONE
2
ZONE
ZONE
ONE 2 275 SF
EXISTING
WETLAND
0
O
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TMIFORART Mm"
w C?1 ROSEWOOD
BAMJeS CRUK TORNSIM NARK COUNTY. NORM CAROLINA
BIACERM CO SITLTM MGIIEERia
294 EAST MAIN STEM
CLAYTON. NC 27520
[phone] FAX [phone]
" ° ik r sn' x' 2 0 0 6 0 4 9 7
Blackburn Consulting Engineering
234 East Main Street p [ Q9 R
Clayton, NC 27520 DO
Phone: [phone] MAP ? 3 2006
Fax: [phone]
March 20, 2006
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Ste. 120
Raleigh, NC 27615
Attn: Ms. Jean Manuel
QENf -''AA!-; sIjAL.!iY
WEMNDS ARD : i'd :`,9WATER C" 40i
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Marquis Homes and Land Company, I am submitting an application
for a stream crossing for a new subdivision road. Enclosed you will find an application
with supporting maps, a copy of a USGS map of the area, a copy of the Wake county soil
map, an agent authorization form from the owner, and a check for $200 for the 401
certification. These crossings are necessary for access to the property. Please contact
me immediately if you have any questions or concerns with this application.
Please note that the roads will have roadside ditches, and the storm water runoff is
routed through level spreaders before release into the buffers. The 54" concrete culverts
used to cress the stream will have headwalls, and the inverts of the pipes are set a foot
below natural grade to allow for build up and continuous flow through the pipe.
Sincerely,
Enclosures:
1. Application
2. Wake county soil map
3. NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
5. Construction Plans
6. Storm Calculations
Sean P. Hein, PLS

d b G
?11G * ? ,g 4 w.,.a
rrv
NR - YYAi cr. "t%
Office Use Only: VOtAt1DS Form Version March 05
USACE Action ID No. DWQ No. 2 0 6 0 4 9 7

(it 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:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina 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: Marquis Homes & CO.
Mailing Address: 8368 Six Forks Road #202
Raleigh, NC 27615
Telephone Number: 919-870-6639 Fax Number: 919-870-9923
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean P. Hein
Company Affiliation: Blackburn Consulting Engineering
Mailing Address: 234 East Main Street
Clayton, NC 27520
Telephone Number: 919-553-2900 Fax Number: 919-553-7298
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Rosewood Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): (Main) 0880.02-76-2850
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Old Creedmoor to Shooting Club Road. Site on Left, 565' from Old Creedmoor.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet ON
6. Property size (acres): 31.35 Acres
7. Name of nearest receiving body of water: Un-named Tributary to
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: One Single Family Dwelling, Vacant, Wooded Property
attach a sheet that
ow
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Grading & clearing for residential roads, standard clearing & grading equipment to be used
IV.
11. Explain the purpose of the proposed work:
Property to be developed for single family subdivision
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 other permits or requests known by designer or owner of this property
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.
Plans submitted are complete for this subdivision No other impacts planned or anticipated to
This site or the individual lots shown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One permanent impact to an existing_
Pond/connected wetland. One permanent impact for a stream crossing Both permanent
impacts
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Not Known
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
2 UT- Fill Perennial 3.6 136' 0.01
3 UT- Temporary Perennial 7.5 20 0.003

Total Stream Impact (by length and acreage) 136' 0.01
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
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
1 Man-made Pond Fill Pond 0.06

Total Open Water Impact (acres) 0.06
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the moiect:
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact acres): 0.06
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 136
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream El wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
i
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. Impact #1 is utilizing the
existing pond dam for the crossing. Impact # 2 is downstream of an intersection of two creeks.
to allow a single crossinn instead of a double one. Impact #3 is for a waterline, is temporary, and
has been placed at a narrow crossing to avoid wetland impact. These crossings are necessary for
access and property development.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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/strmaide.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.
No posed mitigation submitted with this application. If mitigation is required Payment to
NCEEP will be requested at that time.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 136
Amount of buffer mitigation requested (square feet): 78,782
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
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 X
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
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse V Yes X 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 22,071 3 (2 for Catawba) 66,213
2 8,379 1.5 12,569
Total I 30,450 I I 78,782
* 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.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or.0260. Payment into the riparian buffer restoration
fund
Page 11 of 12
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. This subdivision is limited to a total impervious limit of 15%. Additionally, level
spreaders are designed at all the runoff outlets using 13' per cfs of a ten year storm, and all the roadside
ditches will be vegetated.
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.
All lots will utilize individual, on-site sewage disposal in the form of design septic systems and
fields.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
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 X
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 subdivision is limited by zoning and septic availability to the impacts enclosed and the
plans provided.
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).
No special Circumstances Requested.
,i?p_ og
3--2
'Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

-119S7299"'
T F3011!301 F-14122
i
Blackburn Consulting Engisetring
234 Edst Main St:cel
Clayton, NC 21520
Phone. [phone]
Fr w [phone]
Project: Rosewood
Whom in May concern:
1, thit current property owner,"hereby designate and authorize Blackburn f
Izu ,tin g Frigineering to act on my bee alt' as my argent in the processing of p9r~as{ts?And
stic;sdanx. to furnish upon request supplemental 9hferrnntic?n in rapport of permitsiand
11;cation9. ect, i*orn this day fcrwarI 'I7rr. 35TH day of March 2006. ?
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BLACKBURN CONSULTING ENGINEERING
234 EAST MAIN STREET .?` .•%"" S""••• !1'';
CLAYTON, NC 27520
[phone] [phone] faf E A L
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ROSEWOOD

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DRAINAGE AND EROSION CONTROL vv. u
March 20, 2006
W
STORM P IPES

PIPE DA C Kim Q(100) SIZE (INl HW/D H

_ 1 9.50 0.5 10 47.5 42 0.90 3.20
2 38.00 0.4 10 152.0 54 1.40 6.30
(SCS) SOILS GROU P=CECIL="B" CN=68 100 YEAR RAI NFALL 8.0
SLOPES=MODERATE Q(100)=140.00
SLOPES=STE EP Q(100)=190.00 USE RATIONAL METHOD
3 1.9 0.5 1 0 9.5 24 0.8 1.6
4 0.7 0.5 10 3.5 24 0.8 1.6
5 0.7 0.7 10 4.9 18 0.9 1.4
100 YEAR
PIPE STATION SIZE (IN) CL GRADE INV IN INV OUT LENGTH GRADE BACKWATER

1 13+85 36 403.65 395.4 395.0 77 0.52% 398.6
2 28+64 54 382.76 363.0 361.0 95 2.11% 369.3
3 10+31 24 391.28 387.7 385.8 62 4.68% 389.3
4 25+00 24 394.49 390.5 390.0 57 0.88% 392.1
5 Lots 10/11 18 400.00 392.0 383.0 67 13.40% 393.4

STORM O UTLET AT P OND

BOX DA C 1(m 9(100) 150 P L501 100 YEAR 50 YEAR
5'x5' TOP 9.5 0.5 10.00 47.5 8.96 42.6 0.74 0.69
TOP=399.90' 10,0 YEAR=400.64' 50 YEAR=400.59'

VELOCITY DISSIPATORS

PIPE SLOPE 9(10) VELOCITY LENGTH WIDTH DEPTH (IN) STONE

1 0.50% 35.6 7.41 21 11 24 13"
2 2.11% 114 17 45 14 36 23" NOT PROPOSED
3 4.68% 7.1 11 12 6 24 13"
4 0.88% 8.6 6.4 12 6 24 13"
5 13.40% 3.7 13.8 9 5 24 13"

SEDIMENT BASINS FLOW
DEPTH
BASIN DA REQ. VOL SIZE PROV. VOL TYPE WEIR Q(100) 10( OYR)

1 0.44 792 12x24x3 864 CUSTOM 10 2.64 0.20
2 0.75 1350 15x30x3 1350 CUSTOM 10 4.5 0.28
3 0.02 3402 24x48x3 3456 CUSTOM 16 7.56 0.29
4 0.31 558 10x20x3 600 CUSTOM 10 2.48 0.19
5 0.38 684 11x22x3 726 CUSTOM 10 3.04 0.22
6 2.32 4176 23x46x4 4232 CUSTOM 16 11.6 0.39
7 2.36 4248 23x47x4 4324 CUSTOM 16 14.16 0.44
8 0.21 378 10x16x3 480 CUSTOM 10 1.68 0.15
9 1.03 1854 18x36x3 1944 CUSTOM 14 6.18 0.28
10 0.67 1206 14x30x3 1260 CUSTOM 10 4.69 0.29

LEVEL SPREADER

LS LOCATION Q(10) SIZE

1 LOT 11/12 3.5 46
2 30+00 LEFT 4.6 60
3 29+50 RIGHT 1.3 17
4 28+00 RIGHT 2.6 34
5 24+00 LEFT 4.6 60
6 15+00 LEFT 5.7 74
7 12+00 LEFT 2 ; 26
8 12+50 RIGHT 3.4 44
9 15+00 RIGHT 1.8 24

DITCHES 1=7.5 N=0.03

DITCH STATION DA C Q(10) SLOPE PROTECTION VELOCITY DEPTH
STREET "A"
LEFT 10+00-11+75 0.44 0.6 2.00 8.8% C-350 4.66 0.381
RIGHT I 10+00-11+00 0.41 0.6 1.80 8.8% C-350 4.54 0.36
RIGHT ! 11+00-12+25 0.75 0.6 3.40 8.8% C-350 5.32 0.46
LEFT _ 18+00-19+50 0.42 0.4 1.30 3.5% C-125 2.96 0.38
LEFT 17+00-18+00 0.87 0.4 2.6 6.0% C-350 4.31 0.45
LEFT 16+00-17+00 1.35 0.4 4.1 6.0% C-350 4.83 0.53
LEFT 15+00-16+00 1.89 0.4 5.7 5.0% C-350 4.9 0.62
RIGHT 18+00-19+50 0.15 0.8 0.9 3.5% C-125 2.7 0.33
RIGHT 17+00-18+00 0.22 0.8 1.3 6.0% C-125 3.62 0.35
RIGHT 15+50-17+00 0.32 0.8 1.9 6.0% C-125 3.98 0.4
LEFT 20+00-22+00 0.23 0.8 1.4 9.2% C-350 4.33 0.35
LEFT 22+00-24+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 20+00-22+00 0.38 0.8 2.3 9.2% C-350 4.9 0.4
RIGHT 22+00-24+00 1.2 0.5 4.5 9.2% C-350 5.3 0.5
RIGHT ! 24+00-25+00 2.32 0.4 7 1.5% C-125 3.23 0.84
RIGHT 25+00-26+00 0.85 0.35 2.2 1.5% NONE 2.46 0.55
RIGHT 32+00-33+00 0.07 0.8 0.4 2.0% NONE 1.79 0.27
RIGHT 31+00-32+00 0.13 0.8 0.8 6.5% C-125 3.31 0.28
RIGHT 30+00-31+00 0.19 0.8 1.2 8.8% C-350 4.1 0.31
RIGHT 29+50-30+00 0.21 0.8 1.3 12.0% C-350 4.7 0.3
LEFT 32+00-33+00 0.5 0.8 3 2.0% C-125 2.96 0.58
LEFT i 31+00-32+00 0.76 0.7 4 6.5% C-350 4.94 0.52
LEFT 30+00-31+00 1.03 0.6 4.6 8.8% C-350 5.74 0.52
RIGHT 33+00-34+50 0.1 0.8 0.6 3.5% NONE 2.44 0.21
LEFT 33+00-34+50 0.61 0.7 3.2 3.5% C-125 3.71 0.54
RIGHT 26+50-28+00 2.36 0.6 10.6 12.0% C-350 7.94 0.67
OUTFALL LOT 11/12 0.67 0.7 3.5 10.0% C-350 5.64 0.45
STREET "B"
RIGHT 10+00-11+50 1.04 0.4 3.1 8.7% C-350 5.18 0.45
LEFT 10+00-11+50 0.26 0.8 1.6 8.7% C-350 4.39 0.35
STREET "C"
LEFT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
RIGHT 10+00-12+50 0.32 0.8 1.9 8.8% C-350 4.6 0.37
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Plan Detail Incomplete
Date
? Please provide a location map for the project.
Who Reviewed: /
? 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.
? Please indicate all buffer impacts on the site plan. f ?Q(Qv?
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site pl . `J l
o ?G
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as?§verlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all storrnwaterW outfalls on the site phut.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the . or provide additional
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,, be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
t.,
copies of the site plans and other supporting information.
? Please submit electron CAD files showing via email to [e-mail] and CD.,
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
UNITED STATES POSTAL SERVICE REGI _ a
Postage & Fees
f`d! 2 , a US
mit No.
'• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?--t_ s_:.i II!!l1?tlI?S11lt?i!!ltitJtllllllF?i?II?F!llllillF?t?lFltFI1?tI
Complete Items 1, 2, and 3. Also complete
Item 41f Restricted Delivery is desired.
Print your name and address on the reverse
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Marquis Homes&Co.
Attn: Tom Hankins
8368 Six Forks Road #202
Raleigh,NC 27615 3. Service Type
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f
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space perm
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D. Is deliv ddress different from item I? ? Yes
Article Addressed to: If YES, enter delivery address below: ? No
Marguis Homes & Co.
8368 Six Forks Road Suite 202
R
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27615
a
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-?DWQ3 06-0497-Wake 3. Service Type
Certified Mail ? €xpress Mail
!. Article Number
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4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 6641
1C C....... 4A1 i r,.M......,. onnn n ..........:.. o........ o....a.,. ....,?..? ..., ....,
UNITED STAT ET-A WRt7?CE - a`trt^s-
R EGI
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PIC. 27,76 -5 L
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• Sender: Please print your name, address, and ZIP: ?Tln this box'
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
t -•"Y"Mf.y.iyr?r?t 1"?I SS+M?i°'?''?}1
age ?"`??
USPS
P G-10

i Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the maiipiece,
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Article Addressed to:
Marquis Homes&Co..
8368 Six Forks Road # 202
Raleigh,NC 27615
DWQ# 06-0497-Wake
A. Tur,?
X
B. Received by (Printed Name) C.
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jy I lod ?4'7 7 1 KJ 1 • 1 -1 !.
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3. Service Type
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Article Number 7005 1160 0? 9954 7],36
(transfer from service
!R Fnrm 3811 _ Fphninn/ gnrid rlnmoMin Rnfiirn Pa -Pint 1noaa o_KA.11
UNITED STATES ?TXt,,'tERV,tETRI.--f,JG ' a 14, - ss
?::.« age '?f?id
USPS
MC 276 5 L P G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
r?.-.'?. t'µ<"at'.1"_S ?tt?t??ttt?t??tt??tttt?ttitt?t?tt?t?t??tttt??tt?t?r??ttttt?it?
Complete items 1, 2, and 3. Also complete A. Signature
item 4 if Restricted Delivery Is desired. X
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Blackburn Consulting Engineering
Attn: Sein Hein

234 East Main Street
Clayton,NC 27520 3. S icerype
certified Mau
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0 Insured Mail
Tess Mau
Retum Receipt for Men:handis'
C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
!. Article Number
Mansferfrom se7005 1160 0000 9954 54221160 0000 9954 5422
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UNITED S T A T R I P 33-RC V I C j ' R . - 1 A1iAG ' 1 1 ir, s
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G-1 0
• Sender: Please print your name, address, and ZIP+ In this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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PROJECT NO.
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- ---~1
OEWATERING i
\ INSfALLATIOVOFNfI r urz rAarttt N a[tttp er M rNam ~ fYaua, Mvp,.rd lu wno-o mar~r.lxrlovoFNerrrvcxvonurnr;r, SEEDING SCHEDULE I' No:uGt Ms,perd to ur,COl ua5mn {ould h i'.uilPd h, a<adlrct .iL Pipe Outlet fo Feat Area- ~ a a' ° ° ° °
r ~ rautsmm i~ ¢nmmn i m um meld, dgaldP~mik o ~'~I I ¦ ' ¦ ~ plrG.lnw'.WenustWwr+ anursmm im¢nrsim,. AOy nxatty :rmdueeuKd ueDmue. um m~lcG doaidmm~k candv.laa 4u<ul xudu+~nrtkitop Na WEIbdCBnsd Channel (REVISED', 1-1-66) ,t~' I rp~f p~rd.lnwlWenO,n+wrd'wf,urteJxa. °5. (y, I~p ~%1~'' '
LL la-Vn a. ¦ . - ¦ \ `I t. vUra, Icnieta aw f APd. rnaoiebAC i ¦ ~ I w 1talwt I wla \ ~ h..A '/r~r~a~~. I. Apriy llCi, ttN1K(BW Ktd btruC Unhl ~e ft„x m'.u. T I ,1 Fp~n+ Shou ders, Side Ditches, Slo es Max 3, ;P~
Iw loo t ~ \ Ix[ wla _ \ 0 a A P ~ ) ~ s.
i ro rnac e r nee w r% ~ RAT :'n d :a l DATE TYPE PLANTING E -
mltt 0 <rn W oa L O fD
I I o~ : o ~ 7. UY ONE 6LOq( 0.4 EACH SIDE Cf ilE STRUCTURE q u _ / Plan Au 15 -Nov 1 Toll Fescue 300 Ibs/acre y k 7 ~ 9 Nor 1 -Mart Toll Fescue 300 lbs/acre r~~r!/+~'~syd ° -wl,`
dJ ITS 57DE IN THE BOtTOM AOW TO ALLOW POOL DRLNAGE 1FE fWNOAnCN SNWID BE EXGYATEO Ai (EAST 2 (HONES BELOW n1E CREST W THE STORY ~A~~L~ ~~aL1 ~ - ! & Abruzzi Rye 25 Ibs!^cre ~'°,v~p~ - l ~ .~r~ p ,s"'
DRAIN. PUCE i}tE BOTTOM ROW OF BLDd(S ACANST Giil~+~ n1E EDGE Cf n1E STORM CRNN FCR UTER1l SUPPORT 21 SLOPE, GRAOEL FlLTFA ~ AND TO AYgD WASHOUTS eA1EN OVEAFl.OW~ CUR t NO SCALE ~ Mor 1 -Apr t5 TaU Fescue 300 Ibsjacre ++r.,,~_ ,,,e"
K NEEDED, qOE UTERAL SUPPORT TO SU WEN srta AaT ROWS BY DIACINC Z X 4 WOCq STUDS 1}iR000N < ,r ~ -`;l Apr 15 -Jun 30 Hulled Common Bermudagroas 25 Ibs/ocre / Secdon AA 'Ebel Jul 1 -Aug 15 Tall Fescue and 120 Ibs/acre I woos
Ampl tWtL rA9K BLOdf OPEHINOS. WRE SCREEN a11aMt 4LOlE1T{! /A1Ra Y 2. CAREFULLY FlT HARDWARE d.O7N CR COMPARABLE TEIIPOAARY SEgYENT lnfAS ra a Oan4tlrD 6mM0r7 fiCA.Ot M WYOQ 16IIt • ~ ~ blanket +*+Browntop Millet 35 Ibs/acre L t3 is the length of the r,prap
ti~ MRE NESN PATH 1/2-INCH OPENINGS OVER ALL POOL DEWATERNO 10/r' noa aWWAa mrt a w warvsL wrn W Nr w nWA Baer esfrr arm -ax 0.i ra¢ our rsla auauat AAtI ¢ Q ru sale BLOB( OPENNk:S TO HqD QAAVEL IN PUCE. _ ~ ~ _ ~ q pf9Pm ro raalEtr FAataN 1K rnaH ' 'r' , apron. '•+or Sorghum-Sudan Hybrids 30 Ibs/acre inaaanncns,rdlinNS,ripsd,oa~npparassuome ~ IpeOutlettoWell-aeflned
s°rus~a 1m ~ taro M H ~ • ra w.u r xr WMr otx+ro seta a let i ~ wa roue, we USE CLEAN CR1YE4 3/r T9 T/1-INCH IN ~ ~ ~ In anannsls No a7 Wlm arOt OuME1ER, PUCFD 2 DFdIES BELOW THE TOP 7 p0.eD d~:r¢ctionM -0O a Ar rwx lava 7D a nrertD trrsl. 1 MN. 18~ ~ _ aZ~ d~,nuoomivwa~~dwert~.pm~ca:ucmuicn- Chennel 2. d.t 5 times the maximum stone diameter but not lass
k ,abt ~ rAVUnrp t Cf THE BI.Od( ON A 2:1 SIAPE OR MTTEA AHO 2~ MAX. I 1CII: y~ I p~~nnx rwtc :~7N asset. sYDO1M IT N AX E4EN GRADE. DOT rj57 WASHED ~ 1 ,ep ti 5101E IS REL'WMENDEO. woAAt w~tARt pr ?l9m wart wk .Y than s° Slopes (3:1 to 2:1) I , 3. Inaweli~tlefin~ahannelex• - tendlheapronuptheahennel Mor t -Jun 1 Sericeo lee edeza scarified 50 Ibs/acre
C we DTR M OMOa![ 1WL 7Qf fFlt DVM(aLW Olt NMO tlatsmt I H ;~ay NSIONS ' sp , i 7 Md'.or netlln9 In banks to an eVevah n P ( ) o al b rorneningrd A A abovethamaximumtailwater &
II AxOrtle faRT N REH i D 7 12+nCn LBfKtI DA DE Pn psclm n orsmt ~ SEDIMIM 1iCC7K1L1 1}YiL X14111 FlLiER At~1 P1811ER? PpE J: \~.rGx ND SCNE ?keen Lencn depth orto the>Aa of thebank, t~l t~nwt, whicheverieless (Mar 1 -Apr 15) Add Tall Fescue 120 Ibs/acre ~ OYed2p Jilin 5111r~072fILhCf r~
sncovenapping <.Atilterblanketorfilterfaaric (Mar t -Jun 30) Or Add Weeping Lovegross 10 Ibs/acre should be installed between {Mar 1 -Jun 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre ~,1•,~
AND GRAVEL DROP INLET PROTECTION 13 ~N~ 4 x5`"'°~~~~;F'"` xs~arieyl,µe,K:rrw,:~nKynn,crnw~u„wPwd.,+oa~c~~ plsn theriprapandsailfoundatbn. ~ r, erc:++:.xia».rnl+,muycatro.oa+sal.,,,.,i,nr~+rmrwma,t Jun 1 -Sept +++Toll Fescue and 120 Ibs/acre I W
STANDARD TEMPORARY SILT FENCE 1 BLOCK GRAVEL & RIP AP HORSES OE INLET BASIN dra:.F:.AI"'°"°°°~' wn6kier- do °aelrel0. UPSiREAIA END Cf 3. isfaus dcro.Wgl1, wn6kte,-do,wtlrel0. S. ra s~u+ucro. w, m~~ ~r, ~;i.a,w~ lcranrnku d.neiKna '++Browntop Millet 35 lbs/acre W ~ r e+ x a
51CRL auN Oy~~, Gcp,wvcrwiA p~,l, yx,U crr} It ircecsKftaslhcs ~,~.rrwimp~i,,wiam;rc~~gm,nm•~i.f~n:reic.sy,ko~K, sa '"br Sorghum-Sudan Hybrids 30 Ibs/acre F~ nl crr}ItiKtnsKttas do wpmAe~derery 3n.xw,rclroedRseMbocee,. 'f.,~
TOP EIEVAn(Hi Oi STCIaIWATER µy wurc 2 wipe W m sn - - ~ 0.5'-1' py~ ~ T(3 PIPE owclapµdTln:h~art6w wlerts,u;~,wm,rt oia,~. XY ,m w;tt<~v m5u~tmwk Sep 1 -Mart Sericea Lespedeza (unbolted-unscarified) 70 Ibs/ocre H mulapµdiln:h~artd~epkd mpnAcr,&<A So-lp otrcairg daold,6c to ,~''cau,»n,xm,w.emy;ietwwlnromld,enehfieaappip~cp and Toll Fescue 120 Ibs/acre ~h I
7 WASTED MAX, < D1AYElER sq.'~cd cvw.n sM rnx%r.r /pS STONE i D~ s~, ~D: eNpln I ~ A ii, i ei,pln v,~ ;~.4a~(9~- (Nov 1 -Mor 1) Add Abruzzi Rye 25 Ibs/sere
DESIGN OF SpIl1WAYS STEEP CUT OR FILL SLOPE - ~ ~ c iopmlweviq,crtal EXISnNO SLOPE cwJ Ollk p<vms qll l8 cTo pMlwsviq,cKaucraiuud,x eK Cdoftrz rc.wax O+ulgnk f u : its Section AA ~ ~ l~ m,uacrfp<»am~iuav.xt,s,M.,.eisurts_u,.emumknm dam, ,»-+yY~„ X, M= 1~1 ~r1 rr imAexjuu xuw m<BMicr s!a Flllel ~ l~
DR.VNACE AREA WEIR LENGTH s--- ~ ° I'timAexj°uxuw0<en (ACRES) (F'T) CUSS 1 PoP-RAP FLIER FABRIC BURY BOT10M 1 4.0 2:1 SLOPE {MAX) OF PLYW000 blanker Consult Conservation Engineer or Soil Conservation Service for W W O odditionol informotion concerning other aiiernatives for vegetation of W ~
2 6.0 J 8.0 I I • nssua mesa osa denuded areas. The obove vegetation rotes are those which do well under ~ ~ ~
4 10.0 - ` I 5 12.0 ' ~ trtaspr aren~ NOTE: ALL PARnALLY COMPLETED 9TORY DRAR75 3 4 EX7ERICR YENSI MINIMUM I SHALL Bf PROtECTED AT THE END OF PLYAtlOD locol conditions; other seeding rate combinotions ore possible. V ~ ~ ~
EYISnNG SLOPES N47J'.L DETAILS.Y IN ACq'Yd)ANCE'M1H 1HESE S1EEL fCNdi. 1M.y11~ ~I'N-CT PROtEC~i~MI WAKE COUNTY CONS ~OUNTY CONSTRUCTION SEQUENCE ~ ~ ~ '+*femporary -Reseed according to optimum season for desired permanent H
1EIa1T k NfDnl OEIERYNED 8Y POST (7YP,j - t7 nstructton conference with the Environmental En Ineer, vegetation. Do not allow iemporory cover to grow over 12' in height before Z x tale a land disturbing permit. Schedule preco g E-+ U
~t~IANENTi tORAGE REOURED. U~ SEND OF OYERfLGW , ~bta I n a (and - YARIES KEY RIP RAP INTO 7HE DAL POSITIVE GRADE 1.Ox YAX 2. ns a rave o Mall ravel construction ad, temporary diversions, silt fence, sediment basins or other measures as mowing, att,erwiee feaaue may be shaded sat. ~ ~ ~
fCR STAEI112AnON, UPSLOPE TOE ~ . ~ s ~ I/J PprE shown on t e appr on t e a roved Ian. tear onl as necessar to install these devices. Seed temporary diversions, ~ PP , P Y Y
S I , ~ s ~ dAF,ETER -J••~• ~ P - berms and basins .WEIR, KEYED RIP RAP SIDE SLOPES . and basins Imrnedlately after construction. h Z f r n onsite ins ectian to obtain a Certificate of Com Hance, SLOPE STABILIZATION REQUIREMENTS U1
2:1(YAX.) P~.: 3. Call Environmel aOn ~.,i, . WASHED ST FlLTER ~ :.Y . oNE D` III Environmental Engineer o a p P U1 O in clearin and grubbing. Maintain devices as needed. Rough grade site. 3:1 AND Fl`ATTER - GRASS Zi ~ ~ g i I k nd ravel Inlet controls sediment tra s or W O
ACROSS PWf DN1T 4. e In a earmg 5, Ins all storm sl 1WASIED STtNiE n all storm sewer, If shown, and protect Inlets w th b oc a g ~ p ;1 TO :1 - HR & VINES ~ ~ ~
other a roved men STEEP CUT OR FILL SLOPE I pp , , f8t~ll.ldE1B h wn on the Ian. Be in construction, buildin ,etc. 2 3 S UBS approved measures as s o p + , 9 ~
- 9 SION HARDWA~ CLOTH II Sta~IIIZe Slll " o finish rode with ve etatlon awn ditch 1.5:1 TO 2:1 -RIP-RAP U tablllze site as areas are brought up g g ~ p g. c~ U I
E>dST~G~DPE - u u u limn s, etc. See to a wW woma uKD ~ 4'iEfA1E k11ER WLCT PROiECIIBiAI .Na Aeo aNAeer cwurr cur. etc. Seed and mulch denuded areas within fifteen 15 days of completion of ony STEEPER THAN 1.5:1 -RETAINING WALL ~ ~ Z In
- - phase of cons r of construction, ~
6 DIVERSION DITCH 9 PIPE INLET PROTECTION (PLYWOOD AND STONE} 12 7. When construct CHECK DAM Environmental Engir ti n is com lete and all areas are stabilized com letel ,call for an inspection by the SEEDING SCHEDULE ten construe o p P Y (mental Engineer. ~ 0~
8. If site is apprc site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out or ~
So~MN stabilize any resulti rot evices such os velocit ~ ~ e any resulting bare areas, All remaining permanent erosion cont d y
P Bur SURIgENT TO KEEP PUT SILT fT:NCE CR TREE PROTECnON FENCE UP 20~ MIN. d ISSlpatarS, ShaUld SEDIMENT ql SITE ro ENSURE WNSTRUCnON ENTRANCE IS uSEO. ins are to remain in lace Burin home SEEDBED PREPARATION ~ tors, should now be Installed. Sediment bas p g
2 1F CONSTflUC11QV ON THE SITES ARE such THAI C O Il S I r U C~ I O n p 11 C } THE MUO IS NOT flEM00ED BY THE VENIdE iRAYL7.- r. r~ NG DOER THE STONE, THEN THE nRES OF THE ruction base of ro'ect. U p P1
y.. 9. When vegetatio V' :2 -3 STONE TO BEUSW ~ 25' OR NO1N OF O_ t EMISiNC SURGE S701E OR AAfLR0.U1' : PROPOSED STFQEI, ~"~A MUST DE WASHED BEFORE ENIERNO iME _ Wi1~E~~ Buc ono Obtaln a Cel"tlflCatE Ten ve etatlon has become established, call for a final site inspection by the Environmental Engineer. Q{ g 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES a Certificate of Completion. a
ROADWAY O ~ EXKTNC ~ ~ rJ / 3. IF A PRQECT CONnNUES TO PULL NUD PND DEBPoS ROADWAY .':DEAN STONC (N0. 57j' 12~ DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. mm W
CN ro THE PUBLIC ROAD, THE WOENNING AUTHOPoIY -iABPoC YAY BE ADDED l1lDETp 1NE STONE r WILL DEAN 1HE AREA AND NVOKE 11E fiNANdA11Y YAIKN WWLD ADD i0tA1 WF TO nE Environmental En IC . tic RESPONSIBLE PERSON AS IHOICAIED q4 THE FlNANdAt CONSTRUCnON ENTRANCE (mental En sneers Office # 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. CUSTOM BASIN REMOVAL SEQUENCE
AESPDHSIBIL,TY f01tY, Byron Brady 8 E Brady 8 6-6195 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
Maria Cox 856- Kale Lemaster 8 Cox 856-7558 1. UPON PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. emaster 856-6198 BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE
~ PtNI I I 85k Dave Parne 'arnell 856-7549 GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
~S' Daniel Rowe 856 R Rowe 856-7459 2. WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
3 JS' WN. 15, Ma. HEW CONSTRUCnON HEW CONSTRUCnCN Lee S wires 856 5R E%15nNG ROADWAY ~ Ef05nMG ROADWAY ~ Jake a lar 856' )uires 856-6199 SITE WITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM a for 856-7548 SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP )
3,5` 18 13,5 y ,r WN. Y REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. RAP DISSIPATER.
6' MIN. a 6~ YIN. 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZA110N. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
ll4IEL r THIS ENTRANCE APPLIES ONLY TO ENTR.WCES ~ SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
ABRIC UNDER STORE OP NgNDUA1 SINGLE fAWLY RELOCMIIAL UNDS 45' R/W FDNS 7) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
~5 ~.iE~t 20'
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR Q
CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUC110N ENTRANCE 8 50'R/W RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF Z
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING p ORIGINAL LIME, FERTfLIZER AND SEEDING RATES. ~
~ C/L d
TYPICAL DITCH I i 50' 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT U
RIGrT ~F WAY w~l AN F TI I x n. D ER L ZATION AFTER PERMANENT COVER t5 ESTABLISHED. ~
sNOUnEA 10' PVMNT 6' 8' S' ~ 70' ~ 70' ` APP'_Y AGRICULTURAL LIMESTONE - 2 TONS% ACRES (3 TONS/ O 5' ~ ~ ACRE ~N C:AY ~C~ILS Z
PAVEMENT s alto v4~ PER foot ~ DR 9' PVMNT HDULDE to ) y r $IGNT c'S 10'x70 I FERT'~~iZER - x,000 Ibs, /ACRE -10-10-10 F~
' / 1 V \ ,pER ~ fT. 4r1 1~ I4~X70 e~ 30' MIN TRT SIGHT' SUPERPHGSFr+ATE- I > ACR - 0~ ANALYSIS ~ ANGLE ANGLE 500 bs / E 2 a
S 2`~ R/W TRI R/W MULCH -2 TONS /ACRE -SMALL GRAIN STRAW ,Q- _ ~ l~ F Q ANOTHER A„PHALT EMULSION ®300 GALS./ ACRE Z
I Oq ~j • -.02 ~ J ~ a
- OC TYPICAL STREET SECTION EDGE [1F PAVEMENT ~ EDGE OF PAVEMENT O C/L ~ U
~8 eve rea ~rer ons ruc ion z
AS SPECIFIED 8"ABC & 1 1/8" S9,5A ~ a Enr,F nF PAV M NT EXISTING ROAD FDGF nF PAVEMENT - o W
ecitl ion ~ x ca s
DITCH TO BE GRASSED WITH C350 LINER 5` ~ ~ R/W R/W 1. Level s readers are to be installed followin installation of ri ra
~ SLOPE AS SPECIFIED QN PLAN P 9 P P energy dissipators. p.;
1 ~ C L 35` 6' S' 4` SHGULDER SECTIGN ~s S 2. Construct transition section to fit width and depth of spreader Insuring x
80, DRIVEWAY TURNOUT GRADES A ~~11 ~ th v l r r it ' V 1 ~ at lee sp eade we Is place In undisturbed ground with weir being
along a flat grade.
I, SLOPE AS REQUI RED ' PER F 3, Deg depressed area upstream of weer per specifications and flat footing o
4" ABC , '1 (,1 for block weir. ~ 4. Install continuous wall of 8"x16" block providing a weir length per the ~
specifications. Optional gravel ma be used in footle to facilitate levelin W
SECTIEN A-A 1 Y 9 9 5. Backfill upstream side of weir and fill block cells with soil ~
i 6. Immediately seed and mulch all disturbed area. U
CUL-DE-SAC R/W
a d (rl ~ 1 z us 0
~ TRANSITION CHANNEL
r, W
~ PrG QtSf,~ W W w
~ wt~K 5Lot5 y W yTRANSrnoN W~~&+ VEGETATED y W SS~~C~T10N TO 0~ r ~ DIVERSION ~ . Gf~AOE
I RP ~ y y W ~i1RP ~ ~ y~
~t M~ +i{.7r . y y y W
S~oP S r~ ~ ~ y y y W» REVISIONS:
'`If ~ FII,'{'EEC ~ht y y STABILIZED ,l + ~ , V
WC s»+ . ~ . ~ SLOPE / .Y y y W i~• i y y y W
POND RISER DETAIL i ,1 Ir~t~V~ ' 'y' W W y y y
~ TOP OF SHOULDER = 402.6' SX' 5'X 3 ?8 y y y y~ y y
I LDW PRINT DF ROAD = 403,6` ~ ~ S/ ~'~J~ ~ PEOrJ W W -Y J~ W W W W ~0 y W W W W v
i 5x5 MASONARY RISER ~ TOP ELEV=399,9' STEEL PLATE y y W w RAILROAD 11E
WITH TRASH RACK WITH 8' x 8' OPENING ~ AND 4° GRID OF c I F.. D RI 1. ~ ~ + BLOCKCREINFORCED ~ SCALE: W` ~ STABLE UNDISTURBED
REBAR WELDED TO PLATE OUTLET ~ y W y y y y LEVEL SPREADER ~y S,,~T W y y W w y W W 0% AT APPROXIMATELY A~ SHO I11V °(pP pAm EXISTING GRADE
I -Y AR T M ELEV=400,64' `l' W W W y W y
6' MIN HEIGHT 50-YEAR STORM ELEV=400,59' r W W y y W DRAWN BY. S
O~fcR ANO Bu~N RhIL-ROAD nE SPH
1AKP pQafEC~1oN 'ffl~-P Efl&E UNDSCAPE nMeER / / 1 OR B' CONC BLOCK
STEEL PLATE WITH 8' x B' OPENING ~f~11t3+ ~2"df ! BURIED AND FlLLED y~ ~ DATE:
AND 8' GRID DF snsu c,yTM ucnnaem aunzr .+t. ~ ~ . i 3-20-06
EXISTING POND REBAR WELDED TO PLATE I ~i {t
r 0.5% N O 42' RCP - 77 d
" lean-Out Cap and Slots. Slots shall 'a'sTONE eEO ovnoNU PROJECT NO. wdown riser shall be 6 SCH ~ PVC with c o around the t '
INV=395,4' 1) 1) Ora Slots shat: be placed at 90 intervals ' al saw cuts. J-540 be ~ wide vertic „ One set of slots 5ha1+ be separated
INV OUT=395.0 i slots)' Slats shall be S long lots shall be p ~ 6" of solid pipe. The number of sets of s
i - Cot.~i A~Y 5~P From the next set by
rionth of basin minus one. ,,,~L -..x,x.~a,e~ Tt,p lettiath of ~NFFT
2) The tarp used to protect the weir snail ne tine wjU"' lejtarVs are used to M
TOP VIEW SIDE VIEW tarp shall be acco toe of backslope then tarPs shall be overlapped at least 12
extend protection to t stream tarp. The tarp shall be 50 mil heavy DIMENSIONS
Upstream tarp shall rdi to overlap downstream supply. if multip p n, for sun resistance, ENTRANCE END DEPTH LENGTH
I duty silver tarpaulins WIDTH WIDTH
3) 3) Basin shall _ 10' 3' 6" AS SPECIFIED
OF

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PROJECT N0.
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Py',
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GR~~~M~o ~~0
CONTENTS: ~ m
~a PAGE 1: COVER SHEET c~
J2 PAGE 2: SUBDIVISION PLAN z
~o PAGE 3: EROSION CONTROL PLAN c~
PAGE 4: STREET "A" w

~O PAGE 5: STREET "A" z
~o PAGE 6: STREET "B" & "C" z
0 PAGE 7: DETAILS AND SPECIFICATIONS
J=
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~~A AD OWNER:
~O MARQUIS HOMES & COMPANY
90
8368 SIX FORKS ROAD SUITE 202
RALEIGH, NC 27615
V CIN TY MAP - RIOT TO SCALE PHONE: [phone]
W DEVELOPER:
MARnUIS HOMES & COMPANY z
N HI 8368 'SIX FORKS ROAD SUITE 202
RALEIGH, NC 27615 ~
PHO~!E: 919-870-6339

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9Utl1 B 2 ash DRAWN BY:
A SINGLE FAMII,Y CLUSTER SUBDIVISION \c~ SPH
)N a~GUn'u J~'J°
DATE:
BARYON'S CREEK TOWNSHIP, WAKE COUNTY, NORTH C WAKE COUNT PIN: 0880-78-0356, 1587, 3912 & 0880-76-285 3-20-06
~RTH CAROLINA
PROJECT N0.
~-~6-2g5~, 6428 J-540
SHEET
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s ~ 63,6 S.F. 0
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90' BUILDING SEIiaACK (1'YP.) 30' PERIMETER ~ p ~0z.lo N SUFFER s~ bl ,n' ~ 1 v~ 3 „o5,oz.fo N
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NG GRAVEL NOTES:
ROAD CROSSINGS (PUBLIC OR PRIVATE), PROVIDED: o z
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTSS 2. BUFFER DISTURBANCE GOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OR WIDTH, m r O F
OR fN NO CASE IS MORE THAN 90' WIDE.
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SF IN AREA 3 4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI AND NOT <q s Aa
LESS THAN 60 DEGREES
5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO o 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT ~ z

z
NOTES: DRIVEWAY CROSSINGS THAT ACCESS SINGLE FAMILY DWELLINGS, PROVIDED: REVISIONS:
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS
2. BUFFER DISTURBANCE IS NO MORE THAN 60' WIDE. ~g5'ZOL M „OZ,bl.60 S
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SF IN AREA 4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI AN NOT
LESS THAN 60 DEGREES 9 9~
6 ~ 5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO m 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT ,69'SIL 3 i,bl,bl.EO N
SCALE:
1"=100'
6 .s DRAWN BY:
r SPH
x ~ 3
o- _ DATE:
N c m 3-20-06
a~ PROJECT NO.
z J-54a
,bL'LQL 3 ..4,LL.! c., r
m-~iv~r cV ry ~V 700 o 100 200 300 SHEET
r
m v t
0 m
0 CALE IN FEE 2
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MPORARY SILT A
(TYPICAL S I ENO A TE OR Y IL D S U B AREA
0 a NE( PIC
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WITH 10 ~ 4' , ANE DITCH IR TEMPO RY ITCH
P ION CAL ROTECTION TYPI AL)
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~-7 z x24 x ~
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WITH 6' EI x
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REVISIONS:
aowi
SCALE:
n
1"=100'
DRAWN BY.
SPH
DATE:
3-20-06
PROJECT N0.
J- 540
_
10 p SHEET
10 300
3
OF

CIRCULAR
~ D = 24'54'40" , _ , , - ~ ~ CIRCULAR ~ ~
J 1 ~ I ~ \ T= 171.98 L__ Dmy r \ O 1 f n ~ ~,~g97'Ftl 61f f1,,~ ~ D = 24°54 40 ~
1 \ R 230.00 ~ t - - - _ _ I ~ \ _ ~ A '~t~'~~:!y~~ - -Q--- ----------------J T = 37,69 \\,°aapa4a4p0a V~/
~ ? L 295.35 ~ _ ~ 1 \ _ Ono ~~o >a ~ R = 230.00 1 : bd•°~>'•
? \ C - 275.47 ~ ~ _ ~ Z: -p L 74.72 ~ ~
? \ Z ~ I ? TOP=399.9 ~ ~ C - 74.39 ~ ~o°~ t
\ -I 0 ? INV IN=395.4 m N J ~ ? ~ ~ ~ gyp . .
I \ SEE DAM DETAILS v ~l
J 1 7 \ a 1 ~ ? \ ~ 50 NE SE ~ ~ '~,~r, ~ RI9`E~ RIPARI ~ ~
I ? \ ' ? _ AN .BIfF'FER \ ~ o ~ ~
` ? ~ G7 k \ ~
Q J \ 74 LEVEL D ~ ~ ~ ~ ~7 ~ • ~
? ~ C Q^ ~ SPREADER ~ ` ~ ~ ~ C T R IL ? \ D - ~ ~ 60 LEVEL SPREADER ~
O ~ ~ ~ 1 Il ~ c ~ n ~ ~ n ~ ~
~ N 12x6 x24
~ ? rE I y Mp D D ~p RIP-RAP DISSIPATOR ~ cn ~Q ~ Q 2 WITH 13 050 STONE ~
9 \ OR ~ I q „ J ( v Ry -f W Q'i R~ LNG INV OUT=390.0
STANDARD 30 0 1 M l 1 , \ ~ q~ ~ O g~IC p1"~ PG ~ W ~ 50 ANEN w .I' o~
CURB AND GUTTER •-.J ~ ~ ~Nc ~ ~ 1 x t- AT ENTRANCE r \ ~ 4 r' r ~ ERA` N W 5d P o 0 3
V D ~ ? ? ~ z- r - C cat z ~
~ >r ~o o ~ i 6 7 V , ~ 0 -I a 64' w~ ~
o C, ~ 1 , 3S0 + 1 ~ ~ p ~ ~
~ o I 2S ERM G Z ~ AKIN ~ h ~ Y W
ti ~ M ' 8 AN 'I \ fN1' pORP rn ~ ~ N~ T M TEM C, ~ 26 LE L ` ~ A n) ,125 pORP` o -a ~ W o 5 TEM W ~ ^
~ 5p P ~ 24 LEVEL NC C o LNG ~ r2 N ~ ~ ~
FR SPREADE ~ ~ ~ MqN ? ~ SPREADER v EN \ = 9 a \ MPS o ~ S C3 F ~ 6 WL ENj CIRCULAR ~ ~o MPN ~ D q~ ~ ~
o/ N~ 1 1 x ~ b ER ~ ~i ~ 50 P D = 24'54 40 ~G H
X23 \ R- A D A R ~ ~ o C~3 v a Z ~I T = 50.86 E"~ ~ U
0 0.22 F ~ \ / o r IT 5 0 ~ ~ ° N ~ R = 230.00 ay ~
NO N y 4 45 ° ~ \ ~ k v L = 100.12 ii Z H
~ ~ i ~ G o ~ ~ _ ~ O A~tN N C - 99.3 ~ti
, v - \ x ~ IR MPOR ~ ~ Z o P4Rp~R N = W o j M o ~ INV IN 390.5 ~
? ~ C CULAR 5 T -350 P \ ? ? _ C,12 25
/ ERMANENT ~ \ ti ~ \ D - 19'05 55 Q M TTI w trJ U I
/ NG 44 `LL~E,L ~ ~ ? \ T = 1 7 ~ ~ 3 .80 ~ - ~ ~
„ SPREADER " - ~ , _ ~ ~ R = 300.00 ~ 2 BO ASS ~ . ? \ / \ R = f _ ~ _ z 3o pERI -
Q / ~ , \ ~ L 258.35 METER ~ BUr" FER - - _ _
/ 3' Q / 0 P f ~ ~ ~ \ C = 250.44 k R E1' - I ~
CIRCULAR ER gU ~ 1 FFE ~ ~ rn
D = 24'54'40" R \ ~ \ ~ ~ I _ _
T = 106.76 ~ ~ ~ 1 ~ I
~ \ R = 230.00 NCDOT GUARD RAIL ~ ? \
L = 199.91 DETAIL 862.02 ~ ~ ~ ~ \
C = 193.68 ~ \
~ ~ ~1 I
/ ~ 1 ~ ~ /SCALES: I _ ~
1 =50 HOR ~ ~ I I
1" =5' VER ~ ~ ~
\ ~ \ t /
\ ~ \ ~ / 1
~ ~ ~ ~ \ ~ ~ ~ ~ ~ ,
z
a 0
44 0 440 ~
V 4 .70 ~
~ x
o E x
o~ ' 0
435 Q m URV LEN 100,00 z N~ 435
~ Q = ,
~ ~ » »
w H o ~ z
U o 0 50 PUB C R/ 20' EP/E ~ ~
430 z + r w ~ w U
O 430 = H w
? w
= I- ~
• w
J a H
425 425 x
~ ~ ~
J O
h
x
420 . ~o VPI STA 5+25. 0 420 W w
x U
K=2 .10
W URVE LEN= 0.00 z
W vD 9 ~
415 415
~ w
o W
,D . ~0 o W PI ST 24+ 0,00
~M O + O o E EV 96,01 o - ,
410 N 410
9~. a REVISIONS:
F- J N
ti
405
.50 . 405
SCALE:
AS SHOWN
400
400 DRAWN BY:
SPH
DATE:
395 3-20-06
395
PROJECT N0.
J-540
390 ~~n
'~u SHEET
U9 119 PC) (3j to- N pq ea N to a) u)
C) c0 It -t M) 00 c0 N Ekl 004 O 00 rl-I r 0410 w 1 C) ~ 14- qr-+ (0 (0 ~ co o o w
N WN ~N ~N NN O 4.* NO NO ''O NC7 "~O O ~O NO C°O 00O °O ~O -O or- ~N 00N IN N cDN P- N °'N °N ~N ~N ~N °N 00N c°N ~ N cvp op op co ~ - aco ~ ~ O O tS1 to to 1 - 385
385 ~ 13 7 7
r-9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 + of 22 00 22+50 23+00
23+50 24+00 24+50

r v v gee;a~gna~nrulltli~ \ t ry
v _ \ \ \ tttt\h. •epee..o,•.a ~ 4~0
1 1 ~ ~ ~ \ tt Y~ o ~ P b~,°. rS~
` \ ` \ \ _ ~ ~ 1 X00 co Za
~ l ~ ~ I \
~ ~ w ~ ~ ~ ~o ~ Z 2 ~ \ `aid , ~
~so,~ \ \ ;di~ e ~
1 ~ Z ~ I - r~ ~"l6f 'S\ ` \ ~t''i 11 ilSl ll,l
~c ~J g \ \ ~ \
~ ~ 1 cn A ~ l ~ ~ NCDOT GUA RAiI Z 2
\ ~ I j ~ ~ DETAIL 862.0 W d 1~. Q = \
~ ~
~ ~ 9 w ~
` ~ ~ CIRCULAR 1 ~ a a 0 3 0
~ i i 1 o D= 14'19'2 " ? ? ~ i i ~
~ ~ ~ / L ~i T = 36.49 ? K/ M co ~ 6"x6" TEE H ~ ~
~ ~ ? ~ ~ R = 400.00 ~ , ~ - U U
~ 1 ~ L - 72.78 \ » » _ W C 125 TEMPORARY ~ W ~
1 C = 72.68 60 LEVEL SPREADER ~ ~ , MATTING 2.5• ND ~ 2 Zi
INV N=363.0 , 12x6 x24 ~ 50 PUBLIC R/W 20 EP/E N 20' EP/EP
~ ~ WITH CDOT HEADWALL RIP-RAP DISSIPATOR ~ ~ DETAIL 38.21 I
WITH 13" D50 STONE C-350 PER ANENT MATTING ~ D N ? ~ H ~
INV OUT=390.0 ~ ? \ , W W O
~ ? rr ~ 60 LEVEL w W~2~
~ N ~ SP DER 6 WL N 1 N 414 F ~ ~
~ .r. F~ o 0 50. + 3 2 ~ A(fB „ cn .p ~ ~ ~i ~ Q ~
6 ~C w op, ~S z 6 ~ F F U
W R ~ ~ , ~ >r ~ ~ r ~ ~ ~ 2~ (IMF ~ <C ~ .Nr ~ ~ z
„ ~ ~ C-350 PERMANENT MATTING C C-125 TEMPORARY ~ ~ ~ ~ ~ \8, ~
- - 6x6- E'~~ C, N ~ ~ ? 5 ATTING SRC " T H Z M ~p ~
12S ~ ~ v fMpO ~ ~ ~ ~ O INV-392.0 ~ ~ d O
Mq RqR r1i G ~ 03 ~ ~ O
v D O ¢rn INV OUT=383.0 ~ ~ U
z ~ ~ o (VERIFY IN FIELD.) t~ I
INV N=390.5 ~ o 9'x5'x24" ~ ~ Z ~
sW2 INV IN=387.7 C-350 _ J RIP-RAP DISSIPATOR 1 ~
z ~ ~ 17 LEVEL W WITH 13 D50 STONE !
a w ING 1 R R co ~ w 12 x6 x24 ~ SP EADE j 4 'LEVEL ~ ~ 6
~ Q z 30' ~ Q RIP-RAP DISSIPATO pFRI ~ ~ ~ Mer SPREADER ! ~ ~ ~
D ~ wITH ~.D~o-ST6NE \ fR w 3 w _ ~ - ~ S~ \ \ t `~i
Q ~ NCDOT GUARD RAIL 8qC rr o ~ k s~' \ \ I ~ ~ 8pC \ k \ ~
Q sa \ DETAIL 862.02
t _ _ ~ ~Q INV OUT-385.8 _ , ~ 1 \ \ 1 I G~
- /I d r r U +C ~ 1 - 34 LEVEL INV OUT=361.0 i
ETBACK SPREADER 1 WITH NCDOT HEADWALL w METER 5 1
30' pERI DETAIL 838.21 \ \ I \ \
CIRCULAR Fl,OOp HAZARD SOILS CIRCULAR \ \ \ \
D = 19'05'55" D = 24°54'40" SCALES: \ \
2" BO ASS T = 61.83 T = 53.80 1" =50' H R
SCALES: l R = 300.00 R = 230.00 1" =5' VER „ - = 7
1 =50 HOR L - 121.95 L 105. 1 „ '
1 =5 VER C = 121.11 C = 104.78
W z
24+ 0,00 o a
96,01 0
420 410 420 x
410 J + U P A
ELE 405.5 x H
~ ~ ~ o
50~ P BLIC /W 0' E EP z
1 S9 5A ABC 405 415 PISA 32 O( 415 I S A 32 00.00 ~ + ,n
405 V STA 26+2.00 _ M o . o _
.4 ~ ,4 + + a N - F
.r - ~ ~ rFti~ ~ ~ +
Op 0~ o Q QW M w ~
4 410 00 410 ~ ~ U ~W aW
400 + M W W W 0~. F- U Vi 0
N> W W W ~
Q o W
cn J o N C RVE LEN= 30,00 ° ° ~ N W a
. o~ 405 405 H x
395 + 395 > +M M> ~ ~ ~
Q J 0 WA E E~
yW ~ x
U 24' RCP ~ 400 400 w
390 390 6° > w x
w o,~ U

0 R~ ~ z 0
395
395 385
385
L
390 380 390 REVISIONS:
380 6' WAT
» >
50' UBLIC R/W 20' EP
385 375 385 1. S9. A $ ABC
375
R ~ SCALE:
AS SHOWN
380 370 380 DRAWN BY:
370 SPH
DATE:
375 3-20-06 375
365 365
PROJECT N0.
J-540
54' RCP ITH CDOT
HEA WALL DETA L 83 .21 370 ~
_ ~Fn 370 / CT-TFFi T~
l5bu 1.i l iLL L
,cd- U9 (D F'- a) P9 e9 co Fg- 0 mt es -Rd, m r
U) 00 Pei N t6 16 N 00 00 d 01 • (0 It CNI ~t d t6 M t6 d 01 I~ eh ,o st 't M O) r rn ao N o m r N r
O (0 o d M o o o d p copy 00c Np A p Np M M rn r N Mpp opp app °00 X00 c°Op 'n00 ropp 00 rngp `n00 ° *O 0O c°O c°O c°O O c°O 0c) 0O `~O NO 00 r 1 365
c° `o 0) O) O') rn C 0~ (7~ 00 3 M M M M rn CD M M M M M M M M M U55 3 M M M M M M M M M M M M M M M
+50 30 +0 30+00 30+50 31+00 31+50 32+ 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 of 50 32+00
28+00 28+50 29+00 29 0 27+00 27+50 24+00 24+50 2 5+00 25+50 26+00 26+50

~~~~4a~sa a a r r ~ta~rre~i
w e•e•a "a>n (l yd I ,,,,°P b°°a6.
W ~ w 2:~ ?
I I.~ Q d ao L~. ~ v ,N UJ ~
? ~ zo4~: m W 'y we ~
CIRCULAR ? ;y,~'•,ob > a J y r~j ~ U a ~\t 4e y
ULAR CIRC ..1 , „ D = 16°2213 I w o, 0'° \~1 ~ _ ,e~
D = 14'19 26 19 26 T = 9.91 I ''`~F=~.~~~~~,a=° ~ ~ Q
T = 64.41 41 R = 350.00 j ~ m ~
/ , R = 400.00 L = 19.82 ? a ~ x.00 ~
~ L = 127.73 C = 19.82 I .73 o cn
~ C = 127.18 _r ~ 1.18 D
J
~ 11 I / J I y t I » II ~ I Z
I ~ ~
0 34' ELk 50 PUBLIC R~ 1 ~ ~ ~ ~ ~ ' EP I ~ 0 PUBLIC R/ 20 EP/ o j v
~ y SPRE ER .o w
ID _ PERMi / ~ C 350 RMAN NT MATTING ! ~ N -350 PE w rn
/ tir / - ~
/ _ ~1 1 ~ 0 6G - H
r 3 ~ ~I / J I fl
~ o Q o f 5 o d ~ ~ p6 ~ 12x6 x24 2 / w N I •p 0 6 WL 358.59 F~- Z, ~ W o --.--y, E~ ~
/ ~ AP DISSI ATOR a R( R S 1 o W W o N 83 25 3 „ o cn
~ 13" D50 TONE ~ / o I WI 0 Wo WL~~
~ C-350 PERM I C-350 PERMANENT " BO ASS rn ~ I 2
~ INV UT=385.8 „ „ w Z ~ f-~ Hz
„ V ~ 50 ~E ~ ~ ~ H v
I 6 Mph RMgN o 6 iNG r 0 6x6 TEE ? ~ ~ ~ ~ ~ ~ Z w y ~
~ ~ ~ 2 BO ASS 6 D D D I Z
4 N it I! II ~ ~ ~o ~ ~ O
i~ o ~ ~ 1-~ 0 4
, N o + ~ CIRCULAR W ~ I+ + ~ O ~rn
, / k ~ c~ D= 25153 ~ac~ jW w U ~
w ~ ~ C- , rn rn T = 194.66 ~ ~ j~ V ~ ~
350 p ~ Mq ERMA 177NG ENT ( R = 2000.00 ~ ~
j L = 388.09
/ / INV IN=387.7 I j C = 387.48 ~ ~ ~
~ i / I ~
~ S0' I a x
/ i ~ PU6LiC ~ ~ R/~, 1 i 20 p I I U
~ ~ /EP 1 SCALES: ~
I „ ~ ~ 1 =50 HOR ~
1 1 " =5~ VER ~
l0 1 t u
1 1 CIRCULAR ~ Q
> I I D = 24°54 40 ~ ?
I~ I T = 63.76 I ~ SCALES: ~ j
R = 230.00 I ~ 1" =50~ HOR w
, L = 124.39 1 ~ t =5 VER ?
1 C = 122.ss I ~ I
,.r i ~n

z
a 0
440 x
» 440
420 420 x
H
~ ~ w ~y
1.5' S9. 8" ABC • ' „ „ 435 U
435 K=21. 8 w
415 415 ELE 40.6
~ - A N o z
0 + o ~
o ~ N ~
= W 430 430 ~ +N ~ W
W 410 ~ O ~ ~ w
410 VPI STA 0+75.0 ~ K 20,7 O O Q ~ !~1 m _ w ~
' w Z - .d. ~ W
VPI TA 11 75.00 ~ ~ ~ ~ > ~ a N
~ 0~ . 425 r ~ W x
N~ z 425 405 ~ ~ W WN
405 ~ ~J ' W a W O
~ ~ H
J ~ CURV LEN 78.00 '8.00 U~ x
1 = 420 w
o ~ 420 0 400 ~ ~ 1. w x ~ ~ ~
400 ~ N ~
~N o~ ~ z
o Q~ d' ~ ~ ~ > W ~
J j o ~ ~ W 415 x
o~, 415 W W N 395 w
395 > ~ W ° .
0 0 + f- J
o
~ ~ o o • 410
410 390 REVISIONS:
390
24 P 0 405
405 ~
385 385 P SCALE:
AS SHOWN
400
400 DRAWN BY:
380 SPH
380
DATE:
3-20-06
395
395 375 PROJECT N0.
375 J-540
390 SHEET
370
M N 00 O 00 M t~
M Of e} N O O N M M d
pI~ M O 10 4ro fr)_ In ~ ~ O O too 00 0 N~ naj ~ °°p) `vim `°p~ ~ NO a~ 4u, 6 ~no n~ a~ 365 385 < a a a N P-,- ao, oor. ao~ 00, ~N N N N N N N o " Z85 V, V
365 n M ~ n e < a a ~ 13+50 14+00 14+50 15+00 of 12+00 12+50 13+00 11+00 11+50 -50
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 9+00 9+50 10+00 10+50 11 -

_ _
DEWAIERINO ~
r tuA gpMi tl a~ ry• x ppm \ 1NSYAI.I.A710NORNETTWCAND Af! th°Jeas w wnool egpa, i~oW J.I.A770NORriE1TCIC AN0 bfA'rmiC is msigeedww"Ir eq*ai i~olb bn nudbd'n rcddra+rl~ -v •,•IrT1 JVrI®ULG
_ 1 y~ ~ nu°hrnm'si~udms AOyeuralunl ~ , ..J fin meld AosMOmrtle ooMTNulnMl iumra'si~udms AUy euraw.rnYeprcporunuadalpuq PipaOulletro Fiat Area- tytlt¢rrlr,r r Id~o,upu„i7noowrNuloatashd~ksafa;c•hrftpitq NoWolldeflnedChannel (REVISED: 1-1-t16) „`bb I r *~~I nntatomyilWmrdNFiyre4.ls,. tx' t
w.12-trya - ¦ \ , i~d.InWHtimiltlWmWieFiyreU.u ArIwImMM YMPoAA MMO ~ \ I. AOLaY lim~k1Y171f1a0Kad G(Ok NY d umWaaurmeaaaGraeU' Yralama. s••'•" , ',"-~i,'
lMf MAO ~ \ 1 AN rtACtWL A - I I 0 ' ~ ~a A Shoulders, Side Ditches, Slopes Max 3;1) ~ ~ :'p~~ ~ 4. b~> .©r~ ~
tMa z r tAa MM ~a _ ; o ~ ~ " DATE N Q ~ z • a
/ ~''Ar+a,aAArA ~ - / / TYPE PLANTI G RATE , - ,N W 6, L : Q
I UY DNE ET.OG(a EAa SDE Df RE S1M1C1UAE ( I 1 a rcs scE " nE BorrOAl Row ro AllOW Poa - Plan Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre r y SyY ~ `a
atAMJADE ilE fOUNDMION SIIOIND 8E E%CAYAIFD AT IFAST S WpES BELOW lIE CAESi Of RE STOIW La ~ Nov i -Mar 1 Toll Fescue 300 Ibs acre .f ' ~~i' : ' & Abruzzi Rye 25 IDs/acre N
iXE EOOE OFOf" 111E STOF61 DRNN Fal UIERAI ANPORT ea~A>GA.~AA~AM~.lei AVD TO AYCp NASNOUTS MNEN OYEAfLOW OCCIMS. 21 SLOPE, WA1EL fL1ER ND SCwLE ~ Mar 1 -Apr 15 TaH Fescue 300 Ibs/ocro v~r,
am p NEEDfD, a~E u>aul SuPPaRr ro SueSEOUOn AOM9 BY PLACNO 2 % 4 WOCD SRmS TNROUaI AM101 MAM WHIG BLOa( OPEIaIOS. MILE SC9Efl1 -n Apr 15 -Jun 30 Hurled Common Bermuda roes 25 Ibs/ocro urhrrrrll~' 9 'Eater Notes Jul 1 -Aug 15 Toll Fescue and 120 !bs/ocro
a71010L COIDiML IAlAC tlPE 2 CAREFULLY FlT HARDWARE aATN OR OOIPARABIE TEIMORARY SEa11FNT ~'M t Y MG WRE 4E511 MIM t 2-Na 0/DBNOS OVER ALL P00. DEWATERNO µ ~ nog rMAAIA mAE Ar Aw MvawA ~ y ~ ~ ~ bWoket a 1, Le is the length of the riprap ***Browntop Millet 35 Ibs/ocro
-ua ea mpK~C aA~~Ma wAwa[ ~ ru aorA BLOaC OPEIINIGS i0 MaD a1A1A N PIAt£. - ~ • W AOM a XT ,w >IMDfaa fANCOUMAMa~oM'~ ~ n ~ AAnMw ~'1 ONI a ANM6 a U7t IndlAnn¢la, ropaA xtlps I~MuFl I d C 3. USf (BEAN CRAAEL 3/A- TO 1/2-IkN IN \ IndlarnelA,roarxnxapsoi xmrgparaeelloma Pipe Oudettoweil4elined apron' ***or Sorghum-Sudan Hybrids 30 Ibs/acre
-DO a IMT eD%t M®910 M AAelm CnML NM ArU1a Np tiT OIAIffTeR• PLACED Z WCNES BROW 111E TOP ~ 18• J ~~s~ directi°ndRoMmldovlr ~ IMFJt N IAOIOCMtO OF THE EE.aDK a A 2:1 SLOPE DR MTRR Nm drecao.ornowdloa+erta,R,ueniwamul~n. Channel 2. d•1.5 times the ma>umum alone diameter Dut nol leas
CATOI tMaL SIIOO7H li ro AN EVEN CRAOE. DOT /f MA41ED Y . ~ dt& ~ aALe t wtA.u? ntd tAWae r MM ma STOLE IS RECOIALENDEO. `•.i' NiOe oaaw[ tx% taMOrt Cuu(atw aJr Aarll ~ aaWDH• ~ p Mope. ~w t~ B°' Slopes (3:1 to 2:1) 3. In a weh•tlelined channel eK•
AAfMOA fptt u Arviwr netting In tAlla'Im MY dam • SEl%YEM ~1 TIMilE iY TER WIC 11 IIERT a T2inch Irene tentlthe apronupthe channel p banks to an elevation of B' Mar 1 -Jun 1 Sericea Leapedeza (scnrNied) 50 Ibs/ocro R above themaximumteilwater
1 !Y~! AIM'IAI NO SCADS C t2~u~ : ~ depth orrothelopol thebank, &
overlap ' Jdnsvpaayanchcrag - wh~cheverieleae. (Mar 1 -Apr 15) Add Tall Fescue 120 Ibs/ocro ~ anc ovealpginy. a. Atilter blanketor fiber fabric (Mor 1 -Jun 30) Or 1dd Weeping Lovegrass 10 Ibs/acre • should Da installed between
STANDARD TEMPORARY SILT FENCE 1 BLOCK AND GRAVEL DROP INLET PROTECTION 13 ~ 4 L Stln N1dre16C a1Anrn MeleAOrtkcn GRAVEL & RIP AP HORSE5 OE INLET BASIN ~e~d,.AIMwMIU~PbIaYMmtlTatAn urlnrxa,Lnrolk"ROnkchn"nlarapnufdnmaaianro Plan thedprapandacilfoundation. (Mar 1 -Jun 30) Or Add Hurled Common Bermudagrass 25 Ibs/acre d:,Alb•mla.aaayWatlroatbewilo,rroArACUrrrbetwMqut Jun 1 -Sep 1 Knoll Fescue and 120 Ibs/acre
wrirAleP-d°klMrllN. WSTREwN Elm OF 3. t°muelhereAbo?MeMNOpnaMina ~-0o /aerllN. scuelheas,bu4MeuWupnrnJinas4xauercbrolxsalnaiakn ~~*Browntop Millet 35 Ibs/ocro W /t~~
S1DRM DRAM OWAf1.OW 6xp,mrer«iLh rAi, W pmpfLrlgasAn TOP EIEYATtON fi STCIWWATFR owry 121aktAtwtsAaaAasvUe,MT 0.S,_,, amriLh wil,/Mamp rimyasAnrniaFigrA,lN.Supk bear ~ *q ~:larcsa~u"apaa,~nrnra.oircr~•~r.mbamn, to or Sorghum-Sudan Hybrids 30 Ibs/Here 1~ ~
M1KR 2 eApt of m eM INd Ede by alA~ ~~f yA%, . t/3 PNrE a+ulapptdlircJxsaaUMapME YAMkr. Fa . A ` DtAMETLR stapltd dlnn ~ mntM, every S It d bt 7 eAps M m In INd skin br n~a a" miaeamaa s1oiAE Be Sep 1 -Mor 1 Sericea Lespedeza (unhuiled-unscarified) 70 Ibs/ocro Fy a~.n~v~ewuq~alb,bir~aabl*u aea~a and Toll Fescue 120 Ibs acre ~
STONE~~ 1 ~ `OC O' ` ~ a: P: snpk. •'a , OE_~y OF' SPILLWAYS ~ GA, aUO1th ems lEvitbxutEex° ten' IpNlma / rh I ` i. i ` (Nov 1 -Mor 1) Add Abruzzi Rye 25 Ibs/acre V M I
EXISTWD SLOPE A STEEP CUT OR FOl SLOPE ~ ' ' A Tojnm lsvtlriq,cxalrcrcAUMrdasU ORAMACE IKEA HEIR LENGTH - , A' ~p' ~ li ps'' ~ pin lariNpficaauercbuur~¦U•eAinflhemwea.OaMgrk P f I $fiatam AA L~J trt psrlmsroll la'uKbx,uthnvn ui Plbam 6.Iy,IM p7pkCby ~ 'AIM ~ LLJ x~trrbmwa"ercbata bllanket Consult Conservation Engineer or Soil Calservation Service for 11"'~~II ~ ~
(ACRES) (i1') CIASS t RIP-RA? F0.1ER FATRIC ~-,y . m~enl~A~wdmtxhata 1 4.D x l SLOPE (uwx) a"PI,YM000 ~ ~ 2 BA W wo
J SA I 1 4 10.0 - nAarII NIOtlASI Alftll - ~ ~ J/4 E%)EAIOR additional information concerning other oitemotives for vegetation of w ~ ^ denuded areas. The above vegetation rotes are those which do well under ~ ~
6 t2.0 7~iYCi wmio OtAOAInAC~L ° NOTE ALL PARRALLY Oa1PLE1ED 9TOR41 DRAWS t tmAAO SHALL Et PROTECTED AT TIE END OF PLYw000 local corlditiona; other seeding rate combinotiona ore possible. ~ ~ ~
0057'0 raga: oE~J'lJLSY W sTm FENDS WAKE COUNTY CONSTRUC• roar t WDM OETFRIaiED BY P~ (T1PJ Y ONSTRUCTION SE UENCE ~ ~ ~ C Q ***fem oro -Res p ry earl according to optimum aeaon for desired permanent
EXISRND TDP06RAPNr AHD 1. Obtain gland-disturl land-disturbin ermit. Schedule a reconstruction conference with the Environmental En ineer. vegetation. Do not allow temporary wver to grow over 12' in height before ~ Z
YAaES SE71U1QJT SITWACE REQURED. KEY I~ RAP INTD THE °AN PosmYE cRwDE i,OX Ww)L 2. Instail ravel constru FOR sTAd112ATI0N, IR+SLOPE TOE g P P g mowin otherwise f ~ F"{ U ravel construction ad, temporary diversions, silt fence, sediment basins or other measures as g. eacae may be ahnded out. ~ Z ~
B.-,, .,Y • + shown on t e approved I a e approved plan. tear only as necessary to install these devices. Seed temporary diversions, ~ ~
SmE~aPES ~ berms and basins immed ,,,ti,.,, ;,WE~R ~>4t-." KEYED PoP RAP 2: 1 (NHL) \ , . . . >asins immediately after construction. Hz
,'.k_~:;~,. 3. Call Environmental E) a r.-.~~. WASNLD Si01E FlLTER .A•~•'r' :.y ironmental En ineer for an onsite inspection to obtain a Certificate of Compliance. SLOPE STABILIZATION REQUIREMENTS U1 g ~o oaring and grubbing. Maintain devices as needed. Rough grade site. 3:1 AND FLATTER - GRASS ~ O
s~E ACROSS PfPED"Et 4. Be in clearing and g "'W"Sf~D ~ 5. Ins all storm sewer, Z Corm sewer, If shown, and protect inlets with block and ravel inlet controls, sediment traps or w O
fB~iI.aE~I _ s,EEP ~,T oR ~u SLOPE other approved measures ~ed measures as shown on the Ian. Be in construction, uildin ,etc. 2:1 TO 3:1 - SHRUBS & VINES ~ ~ rn P g a
"°TM ~ 6. Stabilize site as EfOStAW; ~,,E ~ u u u linings, etc. Seed one i:e site as areas are brought up o finish grade with vegetation, paving, ditch 1.5:1 TO 2:1 -RIP-RAP U . ~ U I
Seed and mulch denuded areas within fifteen 15 days of completion of any STEEPER TMAN 1.5:1 -RETAINING WALL ~ ~
• hose of constructior p construction. ~
CHECK DAM 6 DIVERSION DITCH 9 P{PE INLET PROTECTION (PLYWOOD AND STONE) 12 7. When construction is Environmental Engineer. Instruction is complete and all areas are stabilized completely, call for an inspection by the SEEDING SCHEDULE II Engineer. ^
8, If site is approved, + rn > approved, remove tom orary diversions, silt fence, sediment basins, etc,, and seed out or r-1
~ stabilize any resulting ba resultln bare areas. A I remaining permanent erosion control devices, such as velocity ~ rn 9
P EuT 51Nf1aFAT ro KEEP 1. PUT 50.T FENCE aE TREE PaarecnaJ FENCE UP ~ MN sEDeENTaaTE roEEauRECaNSlxucaaENTRANatsusEO. diSSipatorS, Should now l: >hould now be installed. Sediment basins are to remain in place during home S~
• ' ; ~'ii" 2 F CONSiRUC11OM a iNE aTES AR[ sua THAT construction phase o ?r"ry(~,a,,,.~:a...l.":,~..:^`;"r: i ~>r: THE WD IS AmT RELIOVID En' THE YEWCIE TRAYEl- ...~.^.~'!~C^y. . ~n phase of project.
S SD«JE Wa oYER TNe BTONE, ,HEN THE TIRES aF nE °-A ~ 9. When ve station has f,, ~2' 26PaM01HSTRE6 wlaES MIST BE WA3XE0 eEFORE EN1ERWO 1NE ,:f F r ~ i'~'f 9 O L EWSItm j SLNODE StaE OR RAIIUIOADI: . ROADWAY :~>~'-<~145»'e-;,:;•~:r;: ,MMaEYO,IS "~CROAD• ,~;~:~'~~~"•f•-:`~- Obtain a Certificate of C ~getation has become established, call for a final site inspection by the Environmental Engineer. 'tificate of Completion. 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
-:t,r~ : r.a!+{:r.~; .R~a~%•:.xtii'i 0EA1gL Ea51EJ0 a...i•.' :':ke .y~. . ~v 3. F A PROJECT CON11NtES ro PULL MLm Aim DEBRIS ROADWAY ~ .*~ttLAl1 SWNE (N0. STy ~ tY a ro AE PLRMk ROAD, THE D014RMWG AA111I0R11Y : q-- >{i'ce'"'"~;~ ..+.'d~';w~R~is ~ ~:y.~ :,`a. -fABIMC 4AY EM: AOOEO UtmEN TVE S10NE DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. M
"''`,~;a~;a:Y'd~.°~f:~;. r:rr,..W ~ AREA AND Wwla FAJArraAUY ':'•1`"-` Mlea MrxnD woo roiu ue ro TIE Environmental En IneerS + RESPONSIBLE PERSON AS WON;AIED a THE PWANCUL :fi•r OOIISIRUCAON EMRAIkE RESPamelutt FORN, ` 4°; - 1 W II En ineers Office # 2.} RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
{ . Byron Brady 8 6 6 9, _ CUSTOM BASIN REMOVAL SEQUENCE 8 6 6195
Maria Cox 856-7558 Eltdfl Kale Lemaster 856-61 856-7558 1, UPON PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~r 856-6198 BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
~S, ~ Dave Parnell 856-754! 856-7549 GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE, 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
I R Daniel Rowe 856-7455 gR 856-7459 2. WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN UNIFORMLY AND MIX WITH SOIL (SEE BELOW*}.
3 ~ Tr MN. °0a ~ wIJSTRUCna+ Lee S uires 856-6199 r Y E10SR110 RaADWAr ~ elaSTpa RDAarAr 3.S 18 13:5 Jake aylor 856-7548 856-6199 SITE WITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN 856-7548 SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP 5.} CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. RAP DISSIPATER.
Y.:e~. 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZAl10N. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
11M5 DITRAILK APPLES OILY ro ENIR,INC?:S . SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
4 5' R / W Arpc rSpER s1aE a EmnWK ERIaF FJMLY RESOfl1AAl LIRRL N 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
20'
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR ~
CONSIRUC110N ENTRANCE 7 RESIDENTIAL CONSTRUC110N ENTRANCE 8 50'R/W RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE,IF Z
STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING a
C/L TYPICAL DITCH I ORIGINAL LIM O E, FERTIUZER AND SEEDING RATES.
50' 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT U
RIGHT ~F WAY W AND FERTILIZATION A x a F?ER PERMANENT COVER IS ESTABLISHED. F
h ~ ~
mm~~ELI 10' PVMNT 6' 8' S' PAVEMENT a >NTaI r~,h 70' 70' 'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ O 5' N ACRE IN CLAY SOILS) Z
IY ~ va OR 9' PVMNT HGULDE 70, SI(~'iT ~s !0'X70 SI FER11lJZER - 1,000 lbs. /ACRE -10-10-10
18 Q n ~ 4, ~ 1~ , ~ z l0'X 30 MIN TRI r SUPERPHOSPHATE- 500 I ti~ TR '~E bs> /ACRE -209: ANALYSIS
s 1 1 OA , ~ R/W R/W di MULCH -2 TONS /ACRE -SMALL GRAIN STRAW
o ANOTH - a F' ER ASPHALT EMULSION ®300 GALS./ ACRE Z J ~ a
TYPICAL STREET SECTION EMENT ~ F P V ~ EDGE I]F PA ~ C/L EDGE 0 A EMENT o
- AS SPECIFIED M d '~os eve rea er U EXISTING ROAD o n s ru c ion Z
8 ABC & 1 1/2 S9r5A •18 Enrl- nF PAVEMENT ED[;E (1F PAVEMENT O W
DITCH TO BE GRASSED WITH C350 LINER eci Ica ions
5' © SLOPE AS SPECIFIED ON PLAN R/W R/W U1 ~
1. Level spreaders are to be installed following installation of rip rap energy dissipators. ~ a
C L 35` 6' S' 4' SHOULDER SECTION "~s S 2. Construct transition section to fit width and de th of s reader insurin
8,0' DRIVEWAY TURNOUT GRADES ~ P P 9 A x that level s reader weir is lace in undisturbed noun wi h w it in ~ U2 P p g d t e be g
SLOPE AS REQ elan g a flat grade.
UIRED , 3. Dig depressed area upstream of weir per specifications and flat footing p
4° ABC PER F '1 (,1 for block weir. H
SECTION A-A 4. Install continuous wall of 8"x16" block providing a weir length per the x
1 specifications. Optional gravel may be used in footing to facilitate leveling. w W 5. Backfill upstream side of weir and fit{ block cells with soil. ~
6. Immediately seed and mulch all disturbed area. ~
CUL-DE-SAC R/W
P 0 ~'1 S i u5 z
0 1 TRANSITION CHANNEL
7 „ y
PVC 12tsf,~ ry~~ 'Y W W
e wtSN y4ot5 r• W r•TRAN51noN W~t~a u VEGETATED W y SS~~C~110N TO 0%
Ol DIVERSION GfiADE 7~(,~r e,~OS ~ W W r• W f„ Vr.V
'TOE D~ pAC
S~oPEM ' ~jARP •I I lr~~ SaaV'' ~ ~7 W W L W W - S~oPE. rb rw % WA ~ y .p y y r
.e~ I,, R REVISIONS: p y.~ l 1 F~ ~ y W y STABILIZED
POND RISER DETAIL ~f INy • * V ~ ~ y W W SyOPE r?.
y y W y V'n
TOP OF SHOULDER = 402,6' ~ ~ x r rg~ 3 3 ,A I I *r `te'n'- • ~Y W W W W W ~ y y y
LGW POINT OF RGAD = 403:6' 5'x5' MASONARY RISER JASO' b by A : SSE A PEo~I W W y y y W W ~ W W W W .y ~
TOP ELEV=399,9' STEEL PLATE y W W v. y RAILROAD TIE
WITH TRASH RACK WITH 8' x 8" OPENING AND 4' GRID OF I ~ D~A~` LANDSCAPE TIMBER oR WWGG - STABLE UNOISNRyBED y y BLOIX~ REINFORCED SCALE:
_ REBAR WELDED TO PLATE . OUTLfT y W y y y y y r. LEVEL SPREADER 5,~~,T 0% AT APPROXIMATELY ~ SHO 1?1V W W W w r• v r• >r EXISTING GRADE
ELEV=400.64' ' r' W W W y r' r' ~~i
6' MIN HEIGHT 50-YEAR STORM ELEV=400.59' is y W W y w DRAWN BY:
t„ o~tcN Asa 8uc'(
o AtP f,OGr6 1~ineER SPH ~pRr rP'"'^' ~ Il~ria. ~ OR E' CONC BLOCK
STEEL PLATE WITH 8' x 8' OPENING (n++N• NL"OF tAtP~ ~ xa ~ \
AND 8' GRID ()F EXISTING FUND REBAR WELDED TD PLATE r . , . DATE: M
e"° ~ 3-20-06 .y
@ 0.5% ' RCP - d 5 42 0 S~
INV=395.4' 1 DraNd P with clean-out cap d slots. Slats shall PROJECT NO. aNdown riser shall be 6 SCH 4Q VC a$ rSTONE eBO (aRnoNr~L~
INV OUT=395:0 be 1~ ~ shell be laced at 90 intervals around the ~ Kid vertical saw cuts. Slots P sled J-540
i ~ hall be 8° long. OrTe set of slots shall be separ pipe (4 slots7. Slats s f is of slots shall be
AaY S~~ Eiontfir he next set b 4" of solid pipe. The intmber a se From t Y
dontlti eP basin minus one. ~__.tt~.e ,w,e lannth of c+r rnnm
r 2) The tarp used to protect the weir shall be the wiucn ~'j°"'
TOP VIEW SIDE VIEW 2) The t tarp tarp shall be according to avail ~nar,~ able supply. If multiple torps'are used to extend protection to toe of backsloPe then. tarps shall be overlapped at least 12.0. Upstream tarp shall overlap downstream tarp. The tarp shall be 30 mil heavy DIMENSIONS
Exten
upstr
duty duty silver tarpaulins for sun resistance. ENTRANCE END DEPTH LENGTH Basin shall be cleaned out when full. WIDTH WIDTH
3) Basin 10 3 611 AS SPECIFIED
OF

VICINITY
MAP
GSE
on
NOT
SCALE
� V\
500
0 500 1000 1500
SCALE IN FEET
A SINGLE FAMILY CLUSTER SUBDIVISION
BARTON'S CREEK TOWNSHIP, WAKE COUNTY, NORTH CAROLINA
WAKE COUNT PIN: 0880-78-0356, 1587, 3912 & 0880-76-2850, 6428
CONTENTS:
PAGE 1: COVER SHEET
PAGE 2: SUBDIVISION PLAN
PAGE 3: EROSION CONTROL
PAGE 4: STREET "A"
PAGE 5: STREET "A"
DEN% - WAI CK QUALITY
yyUL"s AND siokA:mn BRANGH
PLAN
PAGE
6:
STREET
"B"
& "C"
PAGE
7:
DETAILS
AND
SPECIFICATIONS
OWNER:
MARQUIS HOMES & COMPANY
8368 SIX FORKS ROAD SUITE
RALEIGH, NC 27615
PHONE: [phone]
DEVELOPER:
MARQUIS HOMES & COMPANY
8368' SIX FORKS ROAD SUITE
RALEI4,. H , NC 27615
PHONE [phone]
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AS SHOWN
DRAWN BY:
SPH
DATE:
3-20-06
PROJECT NO.
,J-540
SHEET
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,Lb'OLII M ,LE,IE.iO S ~ PERIMETER BUFFER 44,475 5.f.
262' ~ 63,g5b 5.f. 0
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~ 6, ~ F
_ F ~ ~ 1' i W z 2 ~ ~ ~ 4.,.. 56,1215.F. ~
~ 46 .F. ~ 255 x 34,811 S.F. ~ 42,888 9.F. w w a d o ~ O a ~~N U
M1 m N z C7 J ~ Q J a w
Ep y~ 3q,b26 S.F. EMENT Q , W ~ O H
~o i N 03°07 42 W $ ~
S " W 08.00' 200' 128' ~ 324' b Q, ~ n , ~ r-,
242' Q x 240
2d BUILDING sE1'BAGC (TYP.) 30' PERIMETER SUFFER ~ N E,OZ.IO N g-I b~ , I I'bbt ,II'bbb 3 „09,OZ.10 N
x ~0' BUILDING 9E78ACK O
x 20' BUILDING, SETBACK (TS'P,)
2~'~~ 6 x
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NG GRAVEL NOTES: tx
U
ROAD CROSSINGS PUBLIC OR PRIVATE , PROVIDED: O ~ ) 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS ~ ~
2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OR MEN WIDTH, m r O
OR IN NO CASE IS MORE THAN 90~ WIDE. H
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SF IN AREA 3 4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI AND NOT ~ ~9 ~
LESS THAN 60 DEGREES v
5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO ~ 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT z
z
NOTES: DRIVEWAY CROSSINGS THAT ACCESS SINGLE FAMILY DWELLINGS, PROVIDED: REVISIONS:
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS
2. BUFFER DISTURBANCE IS NO MORE THAN 6D' WIDE. iB5 ZOL M ~OZ,bi.EO S 3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SF IN AREA
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI AN NOT
LESS THAN 60 DEGREES 9~ 5 5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO
m 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT ~E4'S1L 3 „bl,bf.EO N
S SCALE:
1"=100'
6
°s DRAWN BY:
r Z SPH
~ 3
a• _ DATE:
N _v' m ~ 3-20-06
z PROJECT N0.
J-540
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3+ GR VEL STRUC
MPORARY SILT A ' S I ENO
(TYPICAL) A TE 0 Y IL D S U B AREA
N E ( PIC
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REVISIONS:
oo+~~
SCALE:
n 1"=100'
DRAWN BY:
SPH
n+ ,
DATE:
3-20-06
PROJECT N0.
J-540
\ _ _ / Ci.I~i Ti'T~
10 0 10 300 U11L LU L
OF

_ ~ _ _
CIRCULAR
~ D = 24°54'40" , , CIRCULAR ~ ~
1 ~ ~ ~ I \ T=171.98 L_ Day i- \ C7 _ 1 ~ = Z`~-- r_ D ~ „ S ~oy3r:aaztiiiat D = 24°54 40 t
j \ R 230.00 ~ ! - - _ _
\ L - 295.35 ~ ~ ~ 1 ? G~ ~ .~a R = 230.00 ~ b a' ; >
II \ _ o~,o ? \ C - 275.47 ~ ~ L - 74.72 ~ on ~
~ I ? -n I \ - ~ z I ? \ TOP-399.9 (~1 C = 74.39 ~ ~
0 ? INV IN=395.4 ~ N Z ~ N ~ , y 5
~ 2 ? ~ ~ ~ \ SEE DAM DETAILS v
~ 1 ` ! II ? \ 0 Rf 4~~ tJ
1 ~ I \ R RfPARfA ~ , ~ - ~ .$l~'FER
? w 1 ~ ? ~ ~ k ~ ~ \ ~
Q j \ 74' LEVEL D ~ ~ ~ ~ Q7
Q i SPREADER ~1 ~ o ~ ~ 60' LEVEL SPREADER
C T R IL ~ \ O ~ ~ II ~ c n ~ IL .o ? ~ ~ N V
\ 2S w m Co ~ ? TF 12x6 x24
~ s~ M,o A ~ P RIP-RA DISSIPATOR p Ep „ H ~I
y \ ~R D m I q ~ „ ~ v ~ Ry -I 2 WITH 13 050 STONE ~ W ~ R~ ING INV OUT=390.0
! ~ ~ STANDARD 30 ~ 1 ~ 9 O 1 > > \ ~ BLJC p,~ P~ S W
CURB AND GUTTER ~,J ~ s /Nc m ~ v, ~ x r-- 50 PNEN w . ~'FT ~ PERM N W
AT ENTRANCE ~ y o r- ~C V D ~ l ~ ? ~ Z .350 0 rn C ~ ~ W i..~ ~
6'0 O Qj r ! 6~ ~ ~ .0 0 6~W I
o C~ ~ V
~ \ 350 ~ I 1 P tNG I o I 2S FRM MAC f, JG ~ ~
iv ~ M ' 8 qN Y \ '~ni F FNr ppRP rn ~ ~ N~ P M TEM w W o ~ W tit "
C, ~ 26 LE L ` , Arr/ ,125 / SOP ~ 24 LEVEL N~ C o LNG ~ ~ ~2 ~ ~ ~ ~
ER SPREADE ~ ~ W1- ~ MqN ? ~ SPREADER v 6 MPS ~ ~ s C'3 F ~ 6 ENS CIRCULAR Mq ~ rn
EN \ = 9 0 \ , ~ MArT ~ a RMPN N D ~ ~ E „ i 50 P ~ D = 24'54 40 NG H
o f lN~ 1 1 x ~ a o X23 \ R- A D A R ` ~ °D c-3 ~ it a z II T=50.86 E"~'-'U~ N ~ a ~z~
0 0.22 F „ ~ \ o r IT 5 0 ~ ~ N ~ R = 230.00 ay ~ w
Np , ~ L _ s ~ ~ ~ 4 45 ° ~ \ 1~ k v L=100.12 ii Z
~ ~ ~ ~ ` ~ T[1N~ ING N ~ C- 99.3 ti ~
~ Z o N ~ INV IN= 390,5 W ~
- \ x ~ ~ pORP ? ~ CIRCULAR 5 S M O ~c rn
00 \ ti D-190555 / ERMgNENT C~ M TT ~ ~
/ LNG 44 ~EVEl ~ ~ ? \ T = 137.80 J - ~ ~
„ SPREADER ~ ~ ~ ~ ~ _ R = 300.00 / 2 BO ASS ~ . , \ \ ~ , Z 3a PER - _
O / ~ ~ , \ R \ L = 258.35 / 3, I (METER - _ ~i BUFFER
O / 0 pg , ~ ~ \ C = 250.44 1 ~
x R Er CIRCULAR ER g0 ~ FFE ~ rn _ _ Q4
= 4'54'40" R ` ~ D 2 ~ t
` ~ - \ T = 106.76 ~ ~ ~ ~ f U
` ~ ~ R = 230.00 NCDOT GUARD RAIL ` ~ \
L = 199.91 DETAIL 862.02 ~ \
C = 193.68 ~
~ , 1 ~ 1 I I
/ ~ 1 ~ ~ /SCALES, I _ ~
, ~ 1 =50 HOR ~ ~ J ~ I
1" =5' VER ~ ~ \ I
\ ~ \
\ ~ \ 1 / 1
`1 1~ \ \ ~ ~ ~ ~ + 1 ,
z
~r a 0
440 ~ -x 440 x
U
x
F,
o ~ O
o~ ' 435 a z N r 435
m URV LEN 100,00 ~ a = .
oa ~ » »
w H w Z
J U o ~ 0 50 PUB C R 20' EP
/ /E ~ w Q w V
430 Z o 430 = E, w
o
W
• _2,00 > W
J ~ ~ a H
425 425 x
~ ~ ~
J O
H
x
420 VPI STA 5+ . . ~ 25 0 420 w w
a U
K=2 .10
w RVE LEN= 0.00 a ~ z
w 20, ~ , q o E~
415 415
r ~
W
. ~ o PI ST 24+ 0,00 ° E EV 96.01
o + 0 0 o - ,
410 cU 410
9/. a REVISIONS:
J J
N
> U
405
.50% 405
SCALE:
AS SHOWN
400
400 DRAWN BY:
SPH
DATE:
3-20-06
395 395
PROJECT N0.
J-540
.3An znn
SHEET
0) 00 (o L- CS4 V- e U)
st "4- to p) c} M 00 1 C) M U') (D N N 00 O 00 O c0 M t- N ~ t V d) to r r- d c0 t0 LO NJ t- Cj) co r~!, cp ro O r a) O c0 d Lo
N c°N ~'N ~N NN "~O °'O 'oO NO NO ~O NO MO O ~O NO (°O 000 Oo ~O ~O or- or- N~ sir ~r- 00 N 'N MN c0N r`N ' D04 N °'N oN '-N ~N ~N ON 00N N N N~-- o.- !2 V- Np op MC) cop Grp ~01) rn0') co 0-) LO 0') Ict
385 d ~ -t 385
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+; 50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 of
22+50 23+00 23+50 24+00 24+50

_ _
\ \ \ ,0~~g9gnap 19dpf3tt7,J
~ - t" l Y„ \ \ \ !~'e, ers~nya ~A9O
~ , ~ \ 4 ' / ~ ,°p.~ b•A~d~ ;
1
~ ~ l C7:
~ ~ \ \ ~ lli ~ \ ;J N p ~ \
? s~ ~ 1 0 o.~ ~ . ~ 1
~z \ I -m \ ~
\ ~C d~f+i7pp}Ofti111~ ~ ~ ~ \
~ A I ~ ~ T A I \ NCDO GU RA L 2 ~ Z ~
I j DETAIL 862.0 W \ \ Q 2 \
1 I ~ 9
• ~ ~ \ CIRCULAR W ~
~ ~ ~ ~Q ? ~ ~ 1 x D= 1419 2 a a C~
o ~ o ~ ~
\ ~ 36 9 co ~ 6x6 TEE H t ~ ~y
? \ R = 400.00 ~ ~ 1 t \ \ U W V
\ L = 72.78 w C-125 TEMPORARY
1 C = 72.68 " " 60 LEVEL SPREADER ~ ~ , W ~ MATTING e ~
12'x6'x24" i ~ INV N=363.0 22,5 ND Z ~ 20' EP/EP i-+
~ WITH CDOT HEADWALL 50' PUBLIC R/W 20' EP/EP RIP-RAP DISSIPATOR ~ ~ » ? DETAIL 38.21 I e~
WITH 13 050 STONE \ N ~ C-350 PER ANENT MATTING
INV OUT=390.0 \ u \ \ \ H ~ w W o
\ \ rr 60' LEVEL r. 414 ~ ~
\ ~ \ >v ~ SP DER 6 WL N ~ ~ ~ L`3 h~~
S' F 2 0 0 0 p + 3 Q H
6 ~C z
~ ~ ? ~ ? ~ 6 NSF U ~ w( IMF ~ ~
_ _ ~ 1 'y C-350 PERMANENT MATTING C-1. 6x6, E'E` .Nr ~ z C-125 TEMPORARY ~ ~ ~ ~
C~p ~ ~ 5 2S \ ~ ti MATTING ~RCp T H z
~MpO ~ ~ MA1T RAR » ~ ~4 INV-392.0' ~ ~ ~ p
3 ~ ~ O
v y 2 I V UT=3 3. ' ~ ~ N 0 8 0 ~ a~
0 II INV N=390.5 C a VERIFY 1N FIELD! U U ~ ) t~ I
. ~ w 9'x5'x24" ~ ~
~ INV IN=387.7 C_ - + ti 350 ~ 17' LEVEL _ ~i ~ RIP RAP DISSIPATOR 1 ~
~ w n'ING / W WITH 13 D50 STONE I
w 12 x6 x24 ~ SPREADER ~ ~ , 46' LEVEL ~ ~
v, Q RIP-RAP DISSIPATO - - 0 p ~ ~ ~ ~ FRrM ~ , \ SPREADER I I ~ ~ \
~ ~ ~ WITH 1~.D80' S?6NE \ ET ~ , w ~ _ ER \
p Q w \ \ NCDOT GUARD RAIL SETS o sa g ACk sqc I I U k
ti o o~ ~ DETAIL 862.02 ~ - INV OUT=385.8 \ I
- ~ I Q r r _ ~ ~ INV OUT=361.0 1 1
' 34 LEVEL _ w SETBACK pR ER I WITH NCDOT HEADWALL \ i 1 p4
IMETER S EAD ~ ~
30 PER DETAIL 838.21 CIRCULAR FLOOD HAZARD SOILS CIRCULAR ~
D = 19'05'55" D = 24'54'40" SCALES: ~
2" BO ASS T = 61.83 T = 53.80 1" =50' H R i
SCALES: 1 R = 300.00 R = 230.00 1" =5' VER \
1"=50'HOR = =105.71 y L 121.95 L
1 ° =5' VER C = 121.11 C = 104.78 `
24+ 0,00 96,01 z o a
0
420 410 410 420 x
J + U
ELE x
O'PBL W 0'E EP IC / _ H ~ ~
15 S9 ABC ~ o z
405 415 PISA 32 00.00 405 V STA 26+2 .00 415 A 32 00,00 + o ~
~ M o o~
o
_ .4 00 M f'') + ~ " Z
~ o ~ ~i Q QW M w ~
400 410 410 U ~ U VjW ¢W
400 + W W F'+ w a F- U o
W N~ W
Q J W ~ o W H
~ o a C RVE LEN= 30.00 ° 0 ~ d o0 W
a 405 H
395 405 395 > + ~ x ~ ~
N
Q W a .J
yW ~ w F AE
24' RCP ~ 00• ~ w x 400 w
390 400 390 6' > w ° w x
U

R~ ~ ° z
0
385 395 385 395
L n.
380 390 380 390
6' WAT REVISIONS:
» >
50' UBLIC R W 20' EP
375 385 375 A s ABC 385 1. S9.
R L SCALE:
AS SHOWN
370 380 380 DRAWN BY:
370
SPH
DATE:
365 375 3-20-06 375
365
PROJECT N0.
J-540
54' RCP ITH CDT
HEA WALL DETA L 83 .21 370
~~n 360 370 [Y/ TTT17~T
vvv 0 naai
r
,4- 49 Qe F"- (3P) ~9 ea EN 00 LO T n
O c0 O tQ t I C) 00 r-) 16 d n t0 O t0 d 4- t-0 d M d r N I N 00 00 d r cfl r u) u7 M rn r 16 rn m (o N 16 o rn a r n r
r M M rn r 40K) o to o w w ~ rn o o~ 00O NO to ~O ~C co M 07 0) ~ cy) 0) co -M CD to 00 00 Oa 00 00 00 00 00 00 00 00 00 00 ~~QQ CD 0-) 3 M M M M M M M M M M M M ~ 'nO 100'OO tOO `OO 100 'OO v'O a0 NO O a a a c a a a a n 365
n M M M x'155 3 69 1 "I M M M M M It lq- It ~ ~ M M M j M r-, M M M w 17
32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 of 7
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+00 30+50 31+00 31+50 32+00

1~~4a5as c: r a P~~a ~ yt~!
~ , ~~11 `'-o, ~
~ Q Q oo
I.t. 1.~ v .N W ~ C~ ~ Ste"
~ ~ N 0o w ;y .v
1 CIRCULAR I ;~l ':~bd a; e~ p , „ ~ a .od .o
CIRCULAR D = 16'2213 I w '~r~N ~•0~'.,~'
0=14'1926 26 T 9.9 ~ ~
T = 64.41 R = 350.00 I ~ w ~
R = 400.00 / 'o ~0 L = 19.82 ( ~
~ ~ L = 127.73 '3 C = 19.82 a
~ ~ N C = 127.18 ^ J i M D 8
.A"'. ~ ~ ~ I it )f F~
/ I 11 I H
~ 4 4 ~ o , I ~ H
k 50 PUBLIC R/w ~ 34 EL ~ z ' I O PUBLIC R 20 EP/EP / ~ v
I ~ ~ ~ SPREA ER ~ W
ID -350 PERMAN ~ C N NT MATTING i ~ W 350 PERMA ~
/ ~ /
/ 2 ~ 6G w o I rt, J
/ ~ z ~I j ~ w 358.59 ~
/ i~ Q I 25F o 6 ~ ° 12 x6'x24 d 46 0 6 WL r FT ~ F ~ w o W
W ti I 0 j ~ P DISSI ATOR 1 / 2 RI RA S o N g • p ~ O 2530 Wo W~~
13" D50 TONE ~ / p I WI - - - a o ~ ~
~ M C-350 PERMAP I PERMANENT M TTING -.-s~_ -350 ( 2 BO ASS ~ ~
f INV UT=385.8 ~ I ~ ~ z
w '~o~f ~ ~ v ~ ~ U ~ I ~ ~
~ 6 MgrT RMgN ° "x6" TEE 6 LNG T ° 6 a zw ~ ~ ~ ~ D D -1
~ ~ ~ 2 BO ASS 6 I D ~ Z
v N ~ Z ~ o
1~ O I-' O ~ + + CIRCULAR 0 ~ ~
/ N r j o ~ I + w cn D= 25153 ~ ~a~
U Iw w DUI
/ w 1 rn rn T = 194.66 ~ ~ I ~ v
C,3 - ~ so pf R = 2000.00 ~r j' ~"r = 388.09
M RMA A~lNG fNT L
/ / INV IN=387.7 I ~ C = 387, 48 rn ~ ~
/ I / » » I pQ ~
/ 3 5p° pU I a
/ i ELIC R 1 ? , ~o ~w 2 1 I U
~ Pf 1 ~I/P
SCALES: 1 I t ~
1" =50' HOR ~ I t w " - 'VER ~
I o 1 -5 1 i V
1 1 CIRCULAR ~ ~
1~ I 0 = 24'54'40",,,~ I
I~ l T = 63.76 I ~ SCALES: I I
w
R = 230.00 I 1" =50' HOR _
L = 124.39 I ~ 1" =5' VER 1 I
= 122.88 I G ' ~ ~ C -n ~ if ~ 1

z a
0
440 x
„ „ 440
420 x
420 . x
0 w ~ ~
1.5 S9.5 8" ABC ' M M M 435 U
435 K=21.8 w
415 ELE 420.6 ~
415 N _ A H ~ z
0 + o ~ .OJ N O
0 4 O U 3
+ N `r W w
- W 430 - W 410 ~ ~ ~ w H
410 VPI STA 0+75.0 K 20,7 ~ O O ¢ W ~ w
Z + ~ W VPI TA 11 75.00 ~ ~ n.
' ~ ~ ~ a ~ F 425 x
o ~ p~
Z 425 N 405 W W
405 ~ , }J W ~ O n. F
H
J ~ CURV LEN 78,00 ~,oo ~ x
~y - 420 w 1. w
~ ~ . ~a o ~ 420 0 400 a U
400 ~ N
a + u; . 'N o z
oQ, ,r,'.. d, o W W O F
~ J W ~ W 415 x
0 415 W W 395 w
395 W W o ~
r, ~J oO+
o
O ooa . 410
410 N REVISIONS:
390 390
24 P ~ ' 405
405 ~
385 C ALE: S
385 P AS SHOWN
400 DRAWN BY:
400 380 SPH
380
DATE:
3-20-06
395
395 375 PROJECT N0.
375 J-540
390 SHEET
pan
370 E3 0 Lr)
t~ N 00 O r 00
O O N M cri r co 00, aor. ~N ~N m N N N N N N N
0 to ~p N~ ~ Z85
w~ ap ~np up ~O `~O 365 385 a aa a 14+00 14+50 15+00
365 M M a a °9+00 9+50 10+00 10+50 11+ 12+50 13+00 13+50 50 11+00 11+50 12+00 of
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

oEwAraIH: CONCRETE eiaac
~ ~ INSfAI.1.A190NOFNEITLVO AN)A WAN4L Af 01[C7N K K Oldralt /~'y \ ~ ROdalf detigrdw vYrod wsior Ymr 1 ~ naxAxlma't{nm¢mnu Arty nwplla rAI.1.AflONOFNF'1TI.N0 AND alA'r'm71t SEEDING JVf7®ULE rcis emig~w anoa aosioe dw•M tb mudMC n aaaa~e •w~ Pipe Omlet to Flat Area- vy,r a. r r t r r r r, rxww'elemvr«+uAar~•+airr>nmarco~'•luKam.paao- NoWDII~deflnedChannel (REVISED:1-1-86} ,~~o ^f rr,v
RAN AMIdN 6tt mu4LddHpmdecandulras~ ~ •;a ~ \ I ' pGtd.LWBatlro GdlYaxd'w Fi~arGi aWtm d,oetatuaae can d"teae ws of ae rxfaa wren a u>a 'dW@Re0'W ~ Glaa. NON` t~l1^ '''•i ~.iNUWtleoY FKVCr s s ~e/~ ~
W.li-+h a. - - ¦ \ 1 ~ faWlaaee0ua0M(a<6 ' t. Apply Uro. NrNaNOx • ~ \ r Ow ItAi~ Isla IOW. I ? \ ~.n ? Q~~ ~Iy Dro.rdoYaaaeOUaa Ma<4yiaa ak Shoulders, Side Ditches, Slo es Max 3:1) P
wao NIL w a ¦ .
i~/' l ~ Oaac a r rol NIL DATE TYPE PLANTING RATE ~ - W rn G ~ C
Plan Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre ~ 'y ~;y ~ ; ~
I ~ :oy .ti tJ ~ Nov 1 -Mar 1 Tall Fescue 300 Ibs/acre ,rd ••?d!! ~,,,,•\\\~C. ~ ~
ouIlY1TS ~ 1XE BOn ~ A POOL ~ w - gtApAO£ 1ME ipRDATxW SIIOUID 8E EXGYATED ~~I~rIp AT IEAST 4 IIC7ES BFIOw THE CREST Oi THE SIFMRI k Abruzzi Rye 25 Ibs/acre ~r,p p,\V o 'Y
foloi~ AIE~FDGE OiOi 1IK 3TON1 DRNN FOP UTERAI !IMPORT 21 SLOPE, GRA14'L FlUEA Mn 1p AWID wAS110U1S WEN OYEAA.O,Y OOCINt Mor 1 -Apr 15 Tall Fescue 300 Ibs/acre rr,entratta,,s . p Apr 15 -Jun 30 Hulled Common Berrnudagrass 25 Ibs/ocre
am roIr M OAf utoru SUPPORT 1D SuBSEOIRfIT Rows RY ILAaNO s x ? WOOD stuDS Twmual C~ ~ 1•Patef Notes Jul 1 -Aug 15 Toll Fescue and 120 Ibs/ocre ~ ~ bWaket
rOai NN rAwx GOON O/flMMiS. OYE SflEEII ar Iaa aolocRt rAOa 2 CMEFULY AT NAROwARE CLOTH OR COYPARAAE TEYPOAARY SEpaENT NKM m N RNUNa teal!!! InAKt pK rnaT ROa 1, is th *""Browntop Millet 35 Ibs/ocre 4 e lengtn of the dprap
HIE: IML IE'SII WM t/~-wCH OPENwOS DYER ALL IDOL OEWATFRNO tare. nu, axi) RAOD iN1AZ 9RR M AV lfApiwl ~ ~'rAOnwc'Ni om~iro r~r[ a~ra~ip -u[ etr rOla aLr ware au+Fa wrA 'T nu sort BLOdf OPEMNCS f0 NOID pNYEL w PIAtE _ ~ - Our ouN w wa a 1~. to C+annela, rmlomsldi PI OullerioWell apron. '*"or Sorghum-Sudan Hybrids 30 Ibs/ocre lo4fianneld, ralloufatrips of,amro DaraNelto Ne pa 4efrned r eonoHWwrcMOvertneprerectivonuicn. Channel 2. d.1.5 times Ihemaximum
N°OQU+ "a a° m~i'me ~ nna a ~ + f01 MM (I %T T ~ ~ _ ~r~~ 3. USE CLEAN DRAYct. 3//- TO t/1-wCH w T apuo drec6onollWwrcMpn OWE,ER WAtEL E wCNES BELOW TiE LOP 1' YN. 10' 9qr - -oI a ar raa r®a m N OIMa twN1. rtlt waroa Hal rr der Waite diameter bur nor lase than 8^. Slopes (3:1 to 2:1)
di iNE SLOG( ON A ?:1 SIAPE OR M11FR AND ICEt nmr MaRc k punt G~iof~ SMOOTH A TO AN EVEN p1ADE. OOT p7 TM9HfD Y NAx . ~ RAAtIRtM 3. In a'weli•tlelined channel ex• tendtheapronupthechennel Mar 1 -Jun 1 Serkea Lee zo awriiled) 50 Ibs/ocre
r Iw oma STOIE K RECOIRIEIIOED. u ar mlo'~ f~ A awm s,aN aa~ aay, mart anxaAw Rn Aa1Tj as Oun ~ I N ` MdOr netfxrg In 'r 'ti ~ r. 42ir~n hBnCO banks to an elevaNOn of B ( m A A above lhemeximumtailweter & n depthartolhe ofthebank
N ~nOiaoO®1+ fmBENt ~C'~ON 1ffiL ~LaN. CliFA ~ ~.11ERT_PEE ~ ND scAlE tzaadt wnicheverieles~e. ~ (Mar 1 -Apr 15) Add Toll fescue 120 Ibs/acre ~ ovanap ldn,vy+sorannc~uny , 4.Afilterblanketoffikerfabric (Mar 1 -Jun 30) Or Add Wee m Love rasa 10 Ibs acre
anewoeaFWr9 P g 9 / ~ should be install rw ed be een (Mar 1 -Jun 30} Or Add Hulled Common Bermudagrase 25 IDs/acre
~ 4 L Sualglr;NcatrmntkuooTtk .an tgt~a uca3Lantk upnnk cM.»~ a>vpr erd urvrca aaaro Pren theriprapandaoir toundetbn. r , ow:.uwrcnD,aaour~reetaesata,mrehrvlrrEatvketut Jun 1 -Sep 1 *•*TDII Fescue and 120 Ibs/ocre W eknx-de.ptllttxa.
N E 1 BLOCK AND GRAVEL DROP INLET PROTECTION 13 GRAVEL & RIP AP HORSES OE INLET BASIN '~'~~~I..rc""'"~''~'°" STANDARD TEMPORARY SILT FE C wr~Al~•dd~rrlrrNa. Ws1RErW END OF S. rotccaeNcretbnvt~min "•"Browntop Millet 35 Ibs/acre W 'Dart,reUcm,bnglaeupropca"ieoskralrtrcaroku,hnaiaCua v'r
S1OPll DRAM Oy~OW dap,adttrwiN r>d,aadrampfrmbar eKry ItlrcMxwsNcaperdutlae p,aoverwiN UD,aedaampfrmbaatuen ioFiyr 6.IasSltpko,erca ~ '""or Sorghum-Sudan Hybrids 30 Ibs/acro I•~ ~ ry ItlrcMxwsd¢gperdaneerar a n ralrc,iwefataealaime,. F•y
wkrt Z wApa of m an !rid rld¢ 6r - - - i0P EIEYAiION ti STCAIIYLIIFR- ~,-1' i , ~ 1/3 PIPE oaUppedliaJwr aodnFkd mgaAcr, ~ ` DIAMETER w+pW aw.w Uero+r<, erery 31t W i rR s Wdpe.f rq a" raid id¢ hr al0a do eajaeW dba aeada b! Sep 1 - Mor 1 Serieea Leapedezo (unhulled-unacarif Ted} 70 Ibs/ocre H ~ ,uppeatlahaaandnFkdmaaAcr,Faeaarlpora,edadaordekolt and Tall Fescue 120 Ibs/ocre I nW bnm dgroew, every' 31t W wt dread, ax attwnw aDNriaD 1/
ii + , , L To' M lw rue. i~ i a' (Nov 1 -Mar 1) Add Atxuzzi Rye 25 Ibs/acre t ~
E105Tw0 SLOPE i , , •D, N vAq,caautrcdtrwdn RESIGN OF vw_1 WAYS S1EEP CUT OR FILL SLOPE ~ . . W dtbd p"vioa roll 18 indicr, u r6n ter„ , Ir ircaapa Sar.•Ne arzdaRu fojaialwariq,eeu,ttrcd~Wdev Daendnfaercwea.Ovtdp,k <~Jr{I $eCean AA dtrepreviourolllau,tics,ur6rweulflgrm6.l4.e•aaalixttay ~ E t iachah bdawet ancestor Flue' Consult Conservation Engineer or Soil Conservation Service for W w
OR+WACE APEA TOR IENOIN GES CLASS 1 RIP-RAP f711ER fA1RIC BURY BOT10M U1 I (0 2t SLOPE {MAX) OP PLYRYpOD blanker Q additional information concerning other altemotivea for vegetation of W ~ ~
2 I.0 1 1I derwded arose. The above vegetation rotas ore those which do wall under ~ l~ ~
4 100 r am~o - - - 3/4 EXTERIOR S 120 r aaaa NotE: SHALL eE PR01EC1EO ATAT iNE OEN ~S PI.YwtlOD , local conditions; other seeding rote combinotiona ore posa~le. ~ E-a
cx~,c SLOPGS ~~AY W ACCORDANCE WTH THESE s>aL Fo+~ WAKE COUNTY CONSTRUI t~ Posr (,1P.) U NCE ~ ~ TION SE E ~i ITY CONSTRUC Q """Temporary -Reseed oceoroinq to optimum season for desired permanerd
xETa+r k WDM DE1EAiNED BY vegetaton. Do not allow temporory cover to grow over 12• in heght before ~ Z - ule a reconstruction conference with the Environmental Engineer. [-i U ~ a land dlsturbing permit. Sched p mowing, otherwise fescue may bs tthoaled out. ~ ~
,T ~ °iDOF °~0N' 1. Obtain Aland-distu YAIYES ~ raP RAf INro T!E DALI POSInvE ORADE,.Ox NA%. 2. Install ravel Cons r ravel construction ad, temporary diversions, silt fence, sediment basins or other measures as Z ~
FOR suBxnAnaN ~ ~ shown on t e approved I these devices. Seed tem ors diversions, ~ e approved plan. tear only as necessary to instal P ry
~ • berms and basins imme ~ aaREs ;;,a.~,. • . ' • • 3. Call Environmental I basins immediate) after construction. H Z Y f Com liance. SLOPE STABILIZATION REQUIREMENTS t/~ vironmental Engineer for an onsite mspectlon to obtain a Certificate o p ~ O
A.M;W. y~if R.~+i4t•,rtr.. xEYED PIP RAP 2: 1 ~ ~ . . .~`4 ;;^:'YFy`y~.4ji+~i.,a•"• ? wASND mdE ALTER •a'.',0 4, Be in clearing and .Maintain devices as needed, Rou h rode site. :1 AND F ATT R - GRASS Q ;learing and grubbing 9 9 3 L E O
5. Ins all storm sewer, I57 WASHED s1ONE ~ storm sewer If shown, and rotect inlets with block and ravel inlet controls, sediment traps or - W P 2;1 TO 3;1 SHRUBS & VINES O ~ ~
s» a,T ~ ~ S~PE other approved measure Ived measures as shown on the plan. Be in construction, uilding, etc. a ~ • ' ' i it h 1.5:1 TO 2;1 -RIP-RAP ~ v
- - HAROwAREaD1n ~ 6. Stabilize site as ~wD - u u u linings! etc. Seed ai II site as areas are brou ht u o flrnsh rode with vegetation, pav ng, d c c~ I ze 9 P 9 ,
ed areas wlthm fifteen 15 da s of tom letlon of an STEEPER THAN 1.5:1 -RETAINING WALL ~ ~ :c. Seed and mulch denud Y P Y ~
'~'"m'a' ~ ~ f constructic aaosuwrawrt axA phase o construction. om letel call for an ins ection b the SEE~~ ,onstruction is complete and all areas are stabdlzed c p y, P Y
DITCH 9 PIPE INLET PROTECTION PLYWOOD AND STONE) 12 7. When construction i DIVERSION CHECK DAM 6 Environmental Engineer. tar En inset. ~ ~ g ' ns silt fence sediment basins, etc,, and seed out or
8. If site is approved, is a roved, remove tem orary diverslo ~ PP
~ stabilize any resulting b aa' NIL resultin bare areas, A I remaining permanent erosion control devices, such as velocity Y g m sEEO~ a~aRaTION x
P ~ suF+laExr TD NEn I. nrt sILT Fula aR iREE ENPR MFE~w ~ W' dissipators, Should now sE~E?ir ~ sITE to ENBLRIE CGI511gIC10N should now be installed. Sediment basins are to remain In place during ho e f ro'ect. ~
• ~ ^r 2 F tO11S1RUCTIDN G11NE STES ARE sAxl THAT construction phase 7.!~•ihi;~',r~:?t••~`;a~^ eN: ~'+a+ ~ r. 11E YUD IS NOT AEN01~ BY ME YENME TRAM- .•S. , v. ,.a,^ N0 0101 ,HE sTGEr 1HEH TIE tNES a r~ _ , . 9. When vegetation ha on phase o p a fe station has become established, call for a final site inspection by the Environmental Engineer.
S Q" ~~{-r sTONi m eE LIIIDr`` ss' aR NrotN OF LoRGES MusT eE WASHED aEFaE ENTERNO :4:, • ' ; ` • Y. ~ SURGE sraNE aR RAUIDAD':. PROwsEO s>PEEr, TME Obtain a Certificate Of 0 , EXbTw6 ( g 1.} CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ertificate of Completion. DEEP OVER ADvERSE SOIL CONDITIONS, IF AVAILABLE, M
(7 r ~a~ R+WtST) PUIUCROAD. , RDAOwA .tti~r^ .~ghw:w'. k~Fkn NBGE101 IS E7051w0 w. .,u nrv;,•„.'.+:/~,v?.*~ :gin GEATER S. M A PMECT CONTINUES 70 PULL NW AW DEBITS ROADWAY ~.CtF,IM SiGE (N0. 0»';;'': ,7 •„i^,`>;rr, ,Lre`. THE OOYA'RNwO AVTNORITI' .~,'a.iA•;!:'"': ;i•','" W
. ~:4~`'y GI ID 1VE PUBIIC ROAD, , v . ' ; i+' . -iABftlC NAY BE AOOfO UNOEA 111E 5101E +d4•s. wu aEAN TIE AREA AND wwxE TIE ANANGALLY xEaal woulD ADD TOTAL LRE ro,~ Environmental En ineers ''L"';,'.~ti.`.~;•?,'.q',}; ;a;*+~r,•.,~ : RESPONSMIF PERSON AS wDN:A1ED GI THE PRlANGA .r OONSIPUCTION ENTRANCE tar En insets Office # 2,) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, CUSTOM BASIN REMOVAL SEQUENCE
6-61' RESPGIBERIIY raRw. Byron Grady 8 Maria Cox 856-7558 y 8 6-6195 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS 856-7558 1. UPON PROJECT COMPLETION AND SITE STABILIZATION, CUSTOM LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
Kale Lemaster 856-F >ter 856-6198 BASINS SHALL BE REMOVED AND ENTIRE STRUCTURE AREA SHALL BE
~ ELdI Dave Parnell 856-75 ill 856-7549 GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE, 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE 0 856-7459 2. WHERE SPECIFIED, PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN UNIFORMLY AND MIX WITH SOIL (SEE BELOW"`).
~'S' Daniel Rowe 856-74! 6-61 ~ 856-6199 SITE WITH BOTTOM WIDTH AND. PROTECTIVE LINER AS SPECIFIED IN 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
5 R u. ~ ,s,p,. NEw caNSTRUCna+ NEw WN5IRIICTION Lee S UIreS 85 ~ ~ Ex151IlORWOwAY ~ Jake a for 856-754 ~ ~ E%I51w0 ROADWAY y • - 4 I TABLE AND TAILDITCH DETAIL OR REPLACE WITH RIP ) 856 75 8 SEDIMENT BAS N REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
3.5 18 13,5 RAP DISSIPATER.
Y•' . s;, c.e•..:YZin~.-., ~+~.v. ~yq~.:~v.'3;.r: 8' NW, 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION. 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING,
L4II: r iN5 ENTRANCE APPIES OILY TO ENTRMIQS ~
ABRIC UNDER 510ME ~ IOIIEIIIL SRNAE iA1LY R[SQENRAI IIRR. 45' R/W 7.) MULCH IMMEDIATELY AFTER SEEDING ANOANCHOR MULCH.
no~tmoet 20' ~
6.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR Z 50'R/W RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE,IF a
CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUC110N ENTRANCE 8 STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING O
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
C/L
TYPICAL DITCH I so' 9. CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT U fx )
RIGHT ~F WAY W AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, x F
70' ~ 70~ + APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ O
r S, r y r sR 10' PVMNT 6 8 5 z g N ACRE IN CLAY SOILS)
PAVEMENT e- nErcN HDULDE „ w^ PER fmT DR 9' PVMNT 0' SIGHt , ~s IO'X70~ SIGN FERTILIZER - 1,000 lbs. /ACRE -10-10-10
Q PER" d ' I 7 8 p 4r ti 10 X7 30' MIN TRIANG T SUPERPHOSPHATE- 500 Ibs> /ACRE -209 ANALYSIS d TRIANGI-E LE R/W R/W MULCH -2 TONS ACRE -SMALL GRAIN STRAW
s 1 r / a ~ z
~q - 0 ~0. ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE ~ ~ ~ ~
F ,oz -roe oa TYPICAL ST N EDGE ~F AVEMENT ~ EDGE ~F PAVEMENT O C/L eve tea r ns rut Ion v
a r ~08 e o z E EXISTING READ W nrlr nlr PGVFMFNT ~ - O
AS SPECIFIED 8 ABC & 1 1/2 S9r5A .1 e ecl Ica Ions
~ ~
DITCH TO BE GRASSED WITH C350 LINER s' R/W R/W 1. Level spreaders are to be installed followin installation of rip rap 9
~ SLOPE AS SPECIFIED ON PLAN energy dissipators. H a
C L 35` 6' S' 4' SHOULDER SECTION ~'s ~'S 2. Construct transition section to fit width and depth of spreader insuring x . Q
DRIVEWAY TURNOUT GRADES 8,0 that level spreader weir is place In undisturbed ground with weir being
along a flat grade. 3. Dig depressed area upstream of weir per specifications and flat footing O
SLOPE AS REQUIRE D PER F for block weir. ~ ~
4' ABC '7 =1 4, Install continuous wall of 8"x16" block providing a weir length per the x
s ecifications. 0 tional ravel ma be used in footin to facilitate levelin . w P P 9 Y 9 9 w
SECTION A-A '1 5. Backfill upstream side of weir and fill block cells with soil. ~
6. Immediate) seed and mulch all disturbed area. U Y
CUL-DE-SAC R/W
Q(rl S 1 z u5 O
t1 TRANSITION CHANNEL
7 ! `r'
La Pv~. 12,5f.~ W W ~ 'f ~ Q~ • W W ~vTRANSITION Ut 5t 5
'faRP ~ vEG~TaTEO y, SS~~c~noN To oz 0 W~+~• DI4ERSION IX7ADE
~eP &~rn 4 e/ W •Y N W ~ r ? ? ? ' •Y •V •Y •Y
~ aF C TOE of pAUC. ~ ~ Q a ,~I. r W •Y L W W
S~oPE. ~ARr I 4J~Sfli~' • W .Y J. y V S~eoPE. ; . Q t • • • REVISIONS:
• ~ y, ~ I t•~r ~ . ? • y y y STABILIZED a• M, SLOPE
4 WC ~1w~•N y W V/ W
POND RISER DETAIL G/•,/•/11 ••Y W y W W •V
_ ~ SDK 3 rY 1~ TDP OF SHOULDER 402 6 f r It V 7 n y .Y •Y ry y y •Y YI 5~~ ,a y y y N+ y W W
A ' Grr ~ STVr+E A PBa~i Abe y W W y W ~
LDW PRINT DF ROAD = 403,6' ~ ~ Y RISER 5x5 MASONAR STEEL PLATE • TDP ELEV=399,9' WITH 8' x 8" OPENING W y y W W RAILROAD TIE
WITH TRASH RACK AND 4' GRID DF Il. y y y OCK REINf ~D ~ SCALE: w~I Q. D'~'f •A STABLE UNDISIURBEO WTLET y y y y y y y y LEVEL SPREADER
REBAR WELDED TD PLATE W •Y •V W y y ,y v, 09: AT APPROXIMATELY A ~ SHO~ EXISTING GRADE
- ELEV=400,64' ' V+ W W W y W y ~ ~ y W •a' y W ~ DRAWN BY:
V=400+59' 6' MIN HEIGHT 50-YEAR STDRM ELE 6
O~fCM RNO B~`l ~v v RAJL-ROAD 11E S P i 1
0~ "(AP..P Eot~, LANDSCAPE 1weER 'ARP P~ oR S• t1LOCK WEIR au„m un FtuED ,~,,„t (r?„Nr ~2 eF rR~~
STEEL PLATE WITH 8' x 8' OPENING ~ DATE: ar„aa atFm r
AND 8' GRID DF UIEbIIIMkD i a^~ ~ • •'L 3-20-06
EXISTING POND REBAR WELDED TD PLATE {{''U
r N 2' RCP - 77 @ 0,5/ ~d lots. Slots shall PROJECT N0.
4 _ ~ 1 Ora „ S(~•t 4Q PVC with clean-out cap asd s s•sroNE eED c~noNA1) i) prawdown riser shall be 6 ~ aced at 90 intervals around the J- 540
INV-395,4 be r+ ical saw cuts. Slots shat. be Pl ~ ~ ~ } wide vert pne set of sots shai~ be separat
INV DUT=395,0 piG ~ siots~. Slats shall be 8 long. f slots shall be Pipe ~ ee The number of sets o
Frt Aar! ' 51~~ CoU.~4 om the next set 6y b of solid pip Fr
dec death of basin minus one.•• Wi~rh caeefffed. The length of SHEET
2) Thy 2) The tarp used to protect the weir siwll mv. ,Flffmultiple tarps are used to -be according t0
TOP VIEW SIDE VIEW tat available supply least i2". shall tatend pr d protect n tarps shall be overlapped at
exi ion to toe of backslope the ream tarp shall overlap downstream tarp. The tarp shall be SO mil heavy DIMENSIONS
UP ENTRANCE END DEPTH LENGTH
der duty Upst P resistance. silver tarpaulins WIDTH WIDTH out sun when, } full. cleared for ~1 Basin shall b be e cla clew _ 10' 3' 6" AS SPECIFIED
11 8a OF

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BUILDING 9ETBAGK TYP,) 30' PERIMETER BUFFER ~ ~~OZ,lO N g'I ,II'bbb 20' ( ,II'~~y 3 „05,OZ.10 N a o
x 20' 8(11! r, 20' BUILpiNC? SEIEACK ( H W
20' BUILDING SE7'BA~CK (TYP.) U x
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1" =100'
DRAWN BY:
6 SPH
S r
Z ~ ~ DATE:
~ Q 05-22-06
N m
PROJECT N0.
z J-540
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,bL'LBL 3 „hl,t,i_cn 100 0 100 200 300 SHEET ~ n
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~~0 CONTENTS: ~ m
PAGE 1: COVER SHEET
J`~ PAGE 2: SUBDIVISION PLAN z
~O PAGE 3: EROSION CONTROL PLAN W
PAGE 4: STREET "A" z
~
PAGE S: STREET "A"

~o PAGE 6: STREET "B" & "C" z E..
wo
PAGE 7: DETAILS AND SPECIFICATIONS
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~~'~i~ SHOOTING CLUB
~i~ ROgD OWNER: ~
MARQUIS HOMES & COMPANY
~O
8368 SIX FORKS ROAD iITE 202
RALEIGH, NC 2%615
V C N TY MAP - f~OT TO SCALE PHONE: 919-~s-0-e3',~;
DEVELOPER:
~ W
MARQUIS HOMES ~ ~~~f~-1PANY z
N HI 8368 SIX FORKS ROAD SUITE 202 a
RALE''=H, NC ~?E15 U
c.~ PHONE: 919-8;'0-~3?g ~ a
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SCALE IN FEET
REVISIONS:
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SCALE:
AS SHOWN
DRAWN BY:
SPH
j A SINGLE FAMILY CLUSTER SUBDIVISION
)N DATE
BARYON'S CREEK TOWNSHIP, WAKE COUNTY, NORTH C WAKE COUNT PIN: 0880-78-0356, 1587, 3912 & 0880-76-285 i
RTH CAROLINA 3-20-OFi
PROJECT N0.
-76-2850, 6428 J-540
SHEET
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20' BUILD1NGr SETBACK (7YP.)
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30' PERIMETER BUffER N 44,475 S.F.
p $ 63,856 S.F. o ~
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,bZ IBZ 6 2q~ 295 ~
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45, 507 5. F. ~a~' O
50,568 S.F. a 6 2A3 F n 9 9q n :9
a~ ~pE/ AO \
A~ ~ I Z ~~5~ ,o'~s ~ + x
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m ~ ~ ~ ~ ~ U~ U Q ~ ~ ~ 1, m 35,585 5.F ~ ~w ~ „
w . . 47,606 S.F. ~Irr 6~' ~ 63 242,143 S.F. qd ~ as ~ m ~ m Q 2, 677 S. F. , ~ ~ ~ ~`G~`.~ A\ 1-~ E~+ ~ ~
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h~ 34,626 S.F. ~ ~ ~ ~ ~ ~
® WELL EMENt N i23 p3°07 42 W $ tJ g
~ ~ 324' m _ H ~
1~3' S q" W 08.00' ~ ' 200' 128' 242' 0 , u i A W
V 1 240'
20' BUILDING SETBACK ('1'Yf'.) 30' PERIMETER BUFFER ~ ~,OZ.IO N g'I b~ ,II't'bb : ,n~b~b 3 ~,o5~oz.lo N
X 20' BUI r, x 20' BUILDIhICi SETBACK ( °
20' BUIWING SETBACK (Tl'P,) ~ ~3 ~ ~ ~ w
2~' a- w a
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NG GRAVEL NOTES: ~ u~
ROAD CROSSINGS (PUBLIC OR PRIVATE), PROVIDED: ~ ~ ~ r O
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS F
I TURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OR MEN WIDTH, m 2. BUFFER D S ~ ~ ~ ~ ~
OR IN NO CASE iS MORE THAN 90' WIDE. ~ 3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SF IN AREA t9 ~ ~ 0
4, THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI AND NOT z
LESS THAN 60 DEGREES ~ 5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO ~
D AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT 6. ALL CULVERTS ARE DESIGNE
z REVISIONS:
NOTES:
DRIVEWAY CROSSINGS THAT ACCESS SINGLE FAMILY DWELLINGS, PROVIDED:
1. NO ALTERNATIVE TO THEIR LOCATION !N THE BUFFER EXISTS MORE THAN 60' WIDE. '85 ZOL M „OZ,bI°SO S 2. BUFFER DISTURBANCE IS NO
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SF IN AREA
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSI L AN NOT y LESS THAN 60 DEGREES ~
5. SIDE SLOPES DO NOT EXCEED A 2:1 RATIO
N TRUCTED FOR THE 25-YEAR STORM EVENT 'd~ 51L ~ „bl,bl°SO N m 6. ALL CULVERTS ARE DESIGNED AND CO S s SCALE:
1"=ioo'
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DRAtiYN BY:
m 6 SPH
r
Z 3 DATE:
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Q m o 3-20-06
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PROJECT NO.
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V - DRAWN BY:
STA 17+ S. SPH
DATE:
3-20-06
r
PROJECT NO.
9+ J-540
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CIRCULAR
~ D = 24°54'40" , , I I ~ I ~ \ T= 171,98 ~ Day ~ CIRCULAR 1 = `
I ~ = Z-+=~--------___ r C~ I - ~ S L 5° ~ D - 24°54'40" I 6 + ~r 44x6 ~6~. `~),.3
~ \ R 230.00 ~ ! _ _ _ _ q6 I~ T - 37.69 ~
~ A L = 295.35 ~ ~ ~ ~ ~ ~ \ O _ ~ ~ ~ ° ~ ~ dy~> R 230.00 ,Q ~ ~ y~~;,~~
~ C = 275.47 ~ n ~ I \ ~ c _ L - 74.72 ~ - ~"7 - ~ -
~ \ Z I ~ ? TOP=399.9 ~ (~l f~l C = 74.39 ~ \ ~ °
\ ~ rn --I o ~ INV IN=395.4 ~ ~ Z
~ I ~0 ~ \ SEE DAM DETAILS q ~ ~ --r ~ `'o ~l~l ° ~ Q'
~ 1 ~ l I ( ~ \ 50 NE SE R - i ~ ~ra~~.a, ~
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Q ~ SPREADER ~ ~ ~ 60' LEVEL SPREADER ~
C T G R IL D C~ - O / ~ ~I ~ c n IL .0 ~ ~ ~ ~ ~ N n 12'x6'x24"
I \ 2S C~ ~ Q7 ~ ~ ~ TE i~N
i ~ s`~ Mp D C/? Ep RIP-RAP DISSIPATOR ~ ~P 1 ~ C/? 2 WITH 13 050 STONE ~
CQ v \ ~R ~ ~ ~ 1 qRy ~ R~~ 1NC INV OUT=390.0
STANDARD 3 ' ~ U M o ~ ~ ~ O I 1 , v ~ qTT ~ BCIC P~ W O Pv N~ ~ ~ ~ g0 Mp,NE. ~ ~T`- W ro
CURB AND GUTTER ~,I / u' ~N ~ ~ 1 ~ \ X c AT ENTRANCE U ~ 0 r- -C r- PER N ~
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S ~ 26 LE L ~ 4' L VE ~~N G~12 / Op ~ 2 E L G -a J2 ~ ~ ~ P n ~ ~
ER SPREADE ~ ~ / MqN ~ ~ SPREADER v F ~N \ = 9 0 \ ~ WL N~ CIRCULAR My ~ ~t 4 P~,R ~ D = 24'54'40" ~G ' H
Mq ~ . o ~~N 1 1 x ~ C-35 v a Z
/230. R- A D A R ~ ~ o T = ti ~ ~ U ?4~ N 50.86 ~ ~
0 22 Fr ~ o / o N IT 5 0 ~ ~ N y a Z w N R = 230.00 a ~
LN 06 ° ~ y 7 4 ~ N ~ ~ , V ~ L = 10 0.12 ii H Z
45 ° i \ ~ s ~ ~ 1~~ o ~ ~ O ZINC N ~ C = 99.3 ~ti ~ O
~A ~ ~ RP~~ N INV fN= 390.5 W O
\ ~ x ~ CIRCULAR S MP 5 0350 P ~ ~ ~ ~ _ C,12 ~ d ~ ~ ~a~
/ ERMANENT _ ~ - ~ \ ~ ti ~ D - 19 05 55 C~ M TT , ~ c~ I
/ tNG 44 ~CC~fE1 ~ \ \ T = 137.80 ~ ~ ~
SPREADER - ~ ~ , ~ ~ _ ~ ~ R 300,00 ~ 2"BO ASS I ~i 30' p ~
/ \ R = / ~ ~ ~ \ L 258,35 ~ ERiMETE _ ~i R BUFFER - _
/ 3 O / 0' PE ~ ~ ~ ~ \ C = 250.44 k ~ ErE - , I _ ~ ~
CIRCULAR R 8UF ~ ~ \ , „ FER ~ ~ I - _ ~ { _
D = 24'54 40 ~ ~ ~ ~ \
T = 106.76 ~ ~ ~ ~ / ~ ~ I ~ I
R = 230.00 NCDOT GUARD RAIL ? \ I
L = 199.91 DETAIL 862.02 ~ ~ ~ \
C = 193.68 ~ ~ 1
~ ~ ~ 1 r ~ ~ I
1 ~ /SCALES: 1 I 1
„ ~ 1 =50 HOR ~ ~ t ~
1 1" =5' VER ~ ~ A t
\ ~ \ i ~
~ 1 \ ~ ~ \ I / 1
~ ~ ~ ~ ~ ~ I
i

i ~ z
a 0
44 ~ 0 440 ~
U E EV 4 2,70
i C RVE EN=3 0,00 ~ i x
~ ~ h i - ~
- o m ! z
m 4 - 35 Q N ~ ~ 435
m URV LEN 100,00 ~ _ I I
- ~ ~ ~
J p I i o i w - w
U O 0 50 PUB C R W 20' EP Ep ~ O ~ I r,7 I w 0 v' w t ~
430 z 430 V
r, o ~ I i _ h w
x W ~
v ~ I = t- o ,2,00 W I ~
d. J ~ ~ a
425 425 x ~ ~ ~
J ~ O
N
420 ~ VPI STA 5+25. 0 420 w w
a U
i K=2 .10
W CURVE LEN= 90,00 Z
w K-20,3 ~ , i I• 9 O E-~
415 415 a
lti ~
o w PI ST 24+ 0,00
,p . ~ o W o E EV 96,D1
~ + 0 0 o - N
41 0 41a
9T Q ~ ~ REVISIONS:
J ~ R
N ~
U
405 405
.50% i
SCALE:
I As SHOWN
400 400 DRAWN BY:
SPH
I DATE:
395 3-20-06
395
i PROJECT N0.
~ J-540
390 .~Ml 1 r-,1 rr~nm
T_ LE Tm~ 9. 14
O d a) t N r~ 00 M tn cD N N CC) O OJ n O to r N I~ N 6f 1 CS N ~ co CO Ln po cfl O I~ O tD C?
c9 Ul d N O CO ro mQ ~lQ NQ NQ ~Q NQ MQ -'1-0 -Q NQ cc0 oo Q OQ O O N M ~t I~ CO r7 N N N N N O O O N N N `0N c°N °N wN c°N ~N N- r,- 0,- Np o0 coo c°O ,to LO ~
385 I 385
9+00 9+50 10+00 10+50 11+00 11+50 1 2+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5 9 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+0 of 0 23+50 24+00 24+50

~"'i9YV-; Lj~
'4e„ `"f g0 ~ ~ a 4 / ~ P
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~ _ ~ _ _ _ ` \ i r~ C ~ 'C%,\ a +p~ , ,'o' ~ V e
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\ I ti u, ~ 2 ~
~ l ~ NCDOT GUA RAIL \ W ~ ~ ~ ~ ~ ~ ~ DETAIL 862.0 w
~ y
~ ~ ~ ~ `so ~ ---J W W r~ 4 Q V~j
~ CIRCULAR ~ \ O ~ O f~l
? ~ 1 ~k D = 14'19'2 1~ ~ i ~ 0 - ~ co ~ 6"x6" TEE
~ ~ ~ ~ ~ ~ T - 36.49 ? ~G ~ ~
~ , ? '`,n ~ ~ v' R = 400, 00 ~ ~ W
? ? ~ ~ V L = 72.78 C-125 TEMPORARY w ~ rn
A C = 72.68 . MATTING ~~y' cat 22.5° ND E-+
60 LEVEL SPREADER ~ ~ ~ > ro INV N=363.0 50' PUBLIC R W 20' EP I ~ ~ / 'W 20 EP/EP I
12 x6 x24 WITH NCDOT HEADWALL
R P-RAP DISSIPATOR U~\ ~ ~ ~ ~ I ~ DETAIL 38.21 C-350 PER ANENT MATTING WITH 13" D50 STONE cn H ~
~ D ~ W W o w~^
INV OUT=390.0 ~ ~ « ~ ~ ~ U 60' LEVEL „ w ; , ~ ~
~ ~ 6 WL ti ~ N ~ SP DER ti 414. F ~ ~
~ ~ F~ ~ 2 0 0 Sp' k 3 p o ° ~ 3p H
~ ~ Z 6~ \Se I ~ H U
6 ~~C R w ~ ~ ANT i ~ ~ ~
~ ~ ~ 1 ? ~ ti0' TTING ;;~y ~ ~ ~ ~ C-350 PERMANENT MA ~ C-125 TEMPORARY ~ ~ ~ ~ ~8 R ^l. H z
_ _ 6x6` E~'~ ~ N ~ ~ MATTING ~A Ul ~ O
C~?25 ~ ~ 2 -o AMP ~ ~ INV-392.0' ~ ~ ~i ~
MA ORARY . 6 , _ _ u~ W C3 Q ~ C~
G 0 3 ~ p v T INV OUT=383.0 ~ V ~ a ~
2 ' ~ ~ (VERIFY IN FIELD!) ~ U I ~ ~
C ° INV N=390.5 ~ o ~ ~ w 9'x5'x24" Z ~
Q RIP-RAP DISSIPATOR 1 ~
INV IN=387.7 C-350 17 LEVEL w ~ ~ WITH 13 D50 STONE 1 ^
z ATTING ~ ~ w z ~ _ SPREADER ~ ~ , w 12 x6 x24 ` ~ 46 LEVEL I ~ ~ rn
~ z z 30 ~ P , Q Q RIP-RAP DISSIPATOR ER~M SPREADER I I I
~ ~ N ~r~R ~ a ~ WITH ~_D~(3"ST6E \ S sF ' ~ , I I U
w 3 w ? NCDOT GUARD RAIL FTgA i a ~ CK TBgC K
! c~ 'sa DETAIL 862.02 ti ° o~ ~1
Ana INV OUT=385.8 ~ _ ~ ~ ~ 11
- ! ~ - ~ ~ ~ ~ I ~ N T=361.0
~ 34 LEVEL I V OU ~ _ ~ _ BACK 1 WITH NCDOT HEADWALL I
TER SET SPREADER pERIME DETAIL 838.21
30 CIRCULAR HAZARD SOILS CIRCULAR FLOOD „
D = 19'05'55" D = 24°54 40 SCALES:
" T = 61.83 T = 53.80 1" =50' H R 2 BO ASS
1 R = 300.00 R = 230.00 1" =5' VER SC,"~,~~S. ~
1" =50' HOR L = 121.95 L = 105,71
1"=5'VER C=121.11 C=104.78
i ~ ~ z
24+ 0.00 - a 0 0
96,01 420 a
420 410 U
410 J VPI TA 3 +21,0
~ 405, 5 x ELE H
~ - ~ _ II O
50' P BuC /w ~0' E /EP z 415
1 5 S9 5A 8 ABC i 415 PISA32 405 PISA 32 00,00 ~ + o ~
405 VP STA, 26+2 00 ' - 0~ o o
- ~ =20,4 o I rE~~ -20,4 + + ~ N Z
K= O i w ~ ~ ~ +
0o I ~ o W ^ ¢ ¢ M U
410 410 ~ v ~W ¢W W
400 400 + F' x ~ ~ ~ ~W o ~
W N> W W
W ' o I W
¢J o~ ~ ~ ; o to C RVE LEN= 30,00 a;
I, o~ ~ 405 + 4 F' 05 x
395 W v~ U~ .9
395 _ > N > W ( Q ° I O
W J W IQ ~ wA ~
~W E x
U a P ~ 400 400 W w
24 RC 390 U
390 6° w >
W ~ z
0
RC ~ w ~ F 395
395 385 w
385 ~
a.. ~
390 _
390 380 REVISIONS;
380
6" WAT >
50' UBLIC R/W 20' P/EP
5 38 375 ~ 385 1, S9. A 8 ABC I
375 SCALE:
R
AS SHOWN
i
380 380 DRAWN BY:
370 370 SPH
DATE:
3-20-06
375
375 365 365 PROJECT N0.
J-540
54" RCP ITH CDT
HEA WALL DETA L 83 .21 370 SHEET
~Fn 370
360
rn
.9d- cl-i
In -4- 00 oi ' N 't N C6 co r~ y:) st V O) i~ 61 OJ (O N O OQ h N I~ o ~o 365
M Q cfl d M ~ O N uM o co o (p 00 M o r N co CO co N o O O O O r r) im 0) (MM ~o 0o ~o ~o (00 ~o 100 100 00 ~o ~r-I e aa a e ~ a a a a a a ~
t d d d M M r co 0 CO M CO 000 (0 CO 00 co 0) 0 6J d7 01 0) 0~ 07 C) d) 3 M M M M M d M M M M M M M X55
3 M M M M M M M M M M M M M M M M M 30+00 30+50 31+00 31+50 32- +50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 of 7
27+50 28+00 28+50 29+00 29+50 30+00 24+00 24+50 25+00 25+50 26+00 26+50 27+00