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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
i,ttp:!/?,\-ww.saw. usace.army. mil%wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http:l/%N- w. saw.usace.aimv.mil/wetlands,%re<(tour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http:/,`h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at (919) 73303-1.786.
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
I rJYMENT
RECEIVED
Page 1 of 12
r
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://Nvxvw.saw.usace.annv.mil/wetlands/mvpfinalFedRe,,,.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If.. written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://h2o.ehnr.state.nc.us/nc`vetlancis;'fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.

Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 01 13 8 6
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
401 Water Quality Certification
X Riparian or Watershed Buffer Rules
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: 0
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
IL Applicant Information ,_
Owner/Applicant Information
Name:
Mailing Address
5119 Lundv Drive
Raleigh. N.C. 27606
Telephone Number: 919-412-1718
E-mail Address:
2. Agent 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: Charles R. Piratzky
Company Affiliation: Combined Surveying Resources, P.A.
Mailing Address: 3701 National Drive
Suite 110
Raleigh, N.C. 27612
Telephone Number: 919-787-0900 Fax Number: 919-787-0221
E-mail Address: csrpa(a?bellsouth.net
Mohamed Chelaifa
Fax Number: 919-851-6514
Page 3 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 snaps are provided.
1. Name of project: Sunset Terrace Lot 1
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN)
0784.18-30-7692
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Sunset Terrace Lot 1
Directions to site (include road numbers, landmarks, etc.): From the intersection of the 440
Beltline and Western Blvd. go west on Western Blvd for 1.0 miles to Carolina Avenue on the
left. Go south on Caroina Avenue for 0.1 miles to site on the right .
5. Site coordinates, if available (UTM or Lat/Long): N35-47-06 W78-43-00
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Vacant.
7. Property size (acres)
0.75 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Simmons Branch downstream
9. 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/.)
Page 4 of 12
l
IV.
10. Describe the purpose of the proposed work:
Provide access to site.
11. List the type of equipment to be used to construct the project: Backhoe/trackhoe, pump
Small paver, earth compacter, bobcat and/or small dozer
12. Describe the land use in the vicinity of this project: Multi family dwelling and single
Family dwellings
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.
None.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future?
anticipated work, and provide justification for the exclusion of this work
application: None.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
If so, describe the
from the current
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEivIA Map Service Center at 1-800-358-9616, or
online at hup:/1%vNvxv.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
j Stream Impact I
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
t i Culvert & riprap 68 UT Simmons Branch S Perennial
i ?

i

* List each impact separately and identify temporary impacts. Impacts include, but are. not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w%vw.usgs.gov. Several internet sites also allow direct download Ind'printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 68
Page 6 of 12
I Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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): 0 uplands 7 stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
Financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Bridaina across the creek would cost over three times more than extending the existing pipe.
On this small project tripling the cost would be prohibitive.
By extending the existing the pipe and crossing we are minimizing the stream interference. The
Pipe size is minimized and the impact on the buffer is lessened.
Page 7 of 12

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:// 11'o.enr.state.nc.us/"ncwetIands/strinL,ide.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.
None required.

Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.11c.Lls/%vrpiiiidex.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F] No 7
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 7 No F-]
1. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No 0 If you answered "yes", provide the following information:
Page 9 of 12
Identity the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,400 3
2 485 1.5
Total 2,885
` Gone I extends out JU teet perpendicular trom near oanK or cnannel; Gone z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
None required.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious = 0. Proposed impervious = 11.300. Total impervious as percent of site:
34.6. Nitrogen removal rules are in effect and accomplished by use of minimal sloping grass
swale with level spreader.
X11. Sewage Disposal (DWQ Only)
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.
XII1. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes 0 No
Is this an after-the-fact permit application?
Yes No
JeN
Page 10 of 12
YIV. 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).
Applicant/Agent's Signature Date
(A-ent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee fredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin ;dash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Oranze Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I 1 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
101 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raieigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: ('919) 733-1495 Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 ldlewild Road Ashe Mitchell Wilkes
K-ernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey

Page 12 of 12
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P Grp ?.a IZ uv? - 5- IAC... + , a3 + 1.61o - - 4,93 = 11.5
G rav.c:?. 12 ti uc?o 0? a, a t;r_ t a.9 ? 5.1 G yvvg 3 '? .
3.514c- 14c- 5, 9z1 (??. . 3'? 1_ Q .. I W oodWe
Nt3 - 1.?,Ae. -E G.CI(o +.Ifa NeA - e

IZ -Jo ?a rr i ?+1
,Z,v d
G,? , a taw -
Gr ??e P4.
1. 1 tie. - Q ?
AC.
I.35 - 4
T04A=99 . AC
(j of " c li_ -79
= 9.2 Pv Y, - t3
t9.?roZ".Grass ?u?? a
/.?. +. a3 f J. 51, t 5 •,!1
f.a3 /, 640
+ G.93
Nb - ?.Q.A(?- + 1l Ae, +.-)6 + i.o3 ? .?

S Flour ? 300 ? P"
,o
S1.AL? Ce.+-,c?.d.d ?150? U Sao "
17 CC' L cjiL
5 = 252 _ O. oleo
Faso`
N.

GRAPHICAL PEAR DISCHARGE METHOD Version 2.00
Project Carolina Ave Driveway Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert current build out conditons
Data: Drainage Area : 99 : Acres
Runoff Curve Number : 19 t
Time of Concentration: 0.82 t Hours
Rainfall Type II
Pond and Swamp Area NONE
Storm Number 1 2 3 4
---------------------- ------ ------ ------ ------
Frequency (yrs) 2 5 10 25
24-Hr Rainfall (in) 3.6 4.65 5.38 6.41
Ia/P Ratio 0.15 0.11 0.10 0.08
Used 0.15 0.11 0.10 0.10
Runoff (in) 1.64 2.50 3.13 4.05
I
Unit Peak Discharge 0.602 0.621 0.629 0.629
(cfslacre/in)
Pond and Swamp Factor
0.04 Ponds Used
---------------------
Peak Discharge (cfs)
1.00
98
1.00
154
'I i.oa
195
1.00
252
- Value(s) provided from TR-55 system routines
311,

r
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project Carolina Ave Driveway Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert current build out conditons
--------------------------------------------- -----------------
Hydrologic -----------------
Soil Group
COVER DESCRIPTION A B C D
Acres (CM)
---------------------------------------------
FULLY DEVELOPED URBAN ARRAS (Veg Estab.) ----------------- -----------------
Open space (Lawns,parks etc.)
Fair condition; grass cover 50 to 79 - 16.9(69) - -
Good condition; grass cover > 79 - 1.4(61) - -
Impervious Areas
Paved parking lots, roofs, driveways - 8.2(98) - -
Streets and roads
Gravel (wJ right-of-way) - 5.1(85) - -
Urban Districts Avg I imperv
Commercial & business 85 - 18.1(92) - -
Industrial 72 - 2.34(88) - -
Residential districts Avg I imperv
(by average lot size)
118 acre (town houses) 65 - 20.9(85) - 1.1(92)
1l4 acre 38 - 8.76(75) - .7(87)
OTHER AGRICULTURAL LANDS
Moods good - 15.5(55) - -
Total Area ;by Hydrologic Soil. Group) 97.2 1.8
-----------

----------- --------------------
TOTAL DRAINAGE
-------------------- -----------------
AREA: 99 Acres
----------------- -------------
WEIGHTED
------------- ------------------
CURVE NUMBER: 79t
------------------
! - Generated for use by GRAPHIC method
y/ %

r
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
Project Carolina Ave Driveway Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert current build out conditons
------------------------------ ------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
-------------------------------------------------------------------------------
Sheet 3.6 100 .016 a 0.021
Sheet 200 .016 q 0.655
Shallow Concent'd 450 .031 u 0.044
Open Channel 1700 .016 .0458 7 0.103
Time of Concentration = 0.82t
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrated ---
B Fallow (No Res.) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 t Res. H Woods, Light P Paved
D Cultivated > 20 t Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
t - Generated for use by GRAPHIC method
s/

GRAPHICAL PEAK DISCHARGE METHOD Version 2.00
Project Carolina Ave Driveway Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert Full build out current zoning
Data: Drainage Area : 99 : Acres
Runoff Curve Number : 84 t
Time of Concentration: 0.82 t Hours
Rainfall Type : II
Pond and Swamp Area :. NONE
Storm lumber
----------------------
Frequency (yrs)
24-Hr Rainfall (in)
Ia/P Ratio
Used
4
25
6.41
0.06
0.10
1
2
3.6
0.11
0.11
2
5
4.65
0.08
0.10
3
10
5.38
0.01
0.10
Runoff (in) 2.02 2.95 3.62 4.58
Unit Peak Discharge 0.626 0.629 0.629 0.629
(cfs/acre/in)
Pond and Swamp Factor 1.00 1.00 1.00 1.00
0.0k Ponds Used
---- -------------- ----•- ------ ------ ------
j Peak Discharge (cfs) 125 184 226 285
Value(s) provided from TR-55 system routines
'0/11

r
RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project Carolina Ave Drivevay Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert Full build out current zoning
-------------------------------------------- ------------------
Hydrologic -----------------
Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
--------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Bstab.) ------------------ -----------------
Open space (Lavns,parks etc.)
Fair condition; grass cover 50V to 75t - 19.6(69) - -
Good condition; grass cover s 75t - 1.4(61) - -
Impervious Areas
Paved parking lots, roofs, driveways - 9.2(98) - -
Streets and roads
Gravel (v/ right-of-ray) - 2.2(85) - -
Urban Districts Avg t imperv
Commercial i business 85 - 29.4(92) - -
Industrial 72 - 3.6(88) - -
Residential districts Avg t imperv
(by average lot size)
1/8 acre (torn houses) 65 - 25.1(85) - 1.1(92)
1/4 acre 38 - 6.7(75) - .7(87)
Total Area (by Hydrologic Soil Group) 97.2 1.8
-------------------------------------------------------------------------------
TOTAL DRAINAGE AREA: 99 Acres WEIGHTED CURVE NUMBER: 84+
-------------------------------------------------------------------------------
t - Generated for use by GRAPHIC method

r .
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00
Project Carolina Ave Driveway Pipe User: BLW Date:
County State: Checked: _ Date:
Subtitle: Drainage basin to existing culvert Full build out current zoning
-------------------------------------------------------------------------------
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr)
Sheet 3.6 100 .016 a 0.021
Sheet 200 .016 g 0.655
Shallow Concent'd 450 .031 u 0.044
Open Channel 1700 .016 .0458 7 0.103
Time of Concentration = 0.82t
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense --- Shallow Concentrat ed ---
B Fallow (No Res.) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 t Res. H Woods, Light P Paved
D Cultivated > 20 t Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
8/11
9.
%1
Laos a4 Ex?s??viq &V.C -?- &slaa
yb 2Cp ax-' -Tevv. -'ti _ Lf35. 61.
Z'n?v. Ova= 435.05
0.0 a 40 to ? 44i.
at
?? _ ? a`7 cis.
r.l. NCB' l :lir?J`r C' G?J G .
AV6L Qa?, llr?,d 6-vw ovc.r 4-opi
., y
yyo.8 35.101 5. a ?.
??G? l?vt CIGt.L lJ? ?.?c,1r?c.e j20Gtd?J Dv?ima?a? „ J'/ /?l?w
1 = lit W tJ t f-k? a 6, t. 3 = 14LJ/10
1110.1-y 14W p = 1.3 J18 " CJ ?wm C &Af 100 C S
.uaAmj. ot.f"A: Z
Q= G A a h ?I = ?o
o A a 610.2
Ica cjk
7)l
09 ?
OL!
09I
09 ?
ova
OEI
i?
O7
V
uj 0
p > 00
06
08
OL
L Cc
-----G']-
C. CD 09 r
= Z 09
.? L.
(D 017
0c
0Z
V M
kTI I ?Tl I I I I I I I I III I I I[ I I I I 111111111111114 0
LO) q?t CON?C)0)001`Cfl?
d' d'?'d'd'd'MMMMM
qq;r qt "It qt qT q1t Ilt It it qt
(1001) U O IIBA013
I
t
- /
'
o ,

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h ?r

i

Is I.

-7

N

i 3 ?
I ?
pp

a
at
i +.

E ? U

tl I A1J30l3A
-
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9
?
I
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V Q

V
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?M
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; f
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t ' ? }

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ED
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t
iy
i
a ?
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tt

"
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:
} F i
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ne
o

4
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3r 'f
,.i ?Q

Z ? V
i

?? 'Q as
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x n
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p
t r °"k` 'Ki '4 + XS7t1 _ < 4" e?
r
, b ?. r 5 Y
,

rJ Q

tlc {IG'
y f
i?

t1 `r4

Yt?
?i

LTS ..,
D+scharge
cfs Peak Flow `
Period Mm) eloaty RP,21 Area (soft) Hydraulic
R t Namat
D ft
3.0 0:6 1.46 206 039 0.83
LINER RESULTS
Reach Material T Phase V T e Sod Type Manring's: n P

D 75.95% Sandy Loam 0,035 0:021 1.67 STABLE
?Pt1''VfoJS tn?' SWe,lL
prt -
s.?. ? (q,-) C? / `?l?
3a, ?41 o.t9 c?.?}S ©, t ??
?2,55o E o.2? a•3? a.o8?

ble Calculated Safely Rema[ks
em= St Pattem Cimm V Densit Sham Stress (W She Stress { Factor Straight Umeriotoed Bta>ch Q030 333 0.16 21.47 STABLE.
?j ns? P T-
? ? O ?G ro ? l ?? a ,? .12?v? v L.
Method 2 is for residential, commercial and industrial developments when the entire footprint of
the roads, parking lots, buildings and any other built-upon area is shown on the site plans. This
method is simpler and more accurate since it does not require estimating the impervious
surface. Method 2 is shown in Exhibit 2.
Exhibit 2
Method 2 for Quantifying TN Export from Residential / Industrial / Commercial
Developments when Footprints of all Impervious Surfaces are Shown
Step 1: Determine area for each type of land use and enter in. Column (2).
Step 2: Total the areas for each type of land use and enter at the bottom of Column (2).
Step 3: Multiply the areas in Column (2) by the TN export coefficients in Column (3) and
enter in Column (4).
Step 4: Total the TN exports for each type of land use and enter at the bottom of Column (4).
Step 5: Determine the export coefficient for site by dividing the total TN export from uses at
the bottom of Column (4) by the total area at the bottom of Column (2) and enter the
result at the bottom of Column (5).
(1) (2) (3) (4) (5)
Type of Land Cover Site TN Export TN Export TN Export
Area Coeff. by Land Use From Site
(Acres) (Ibs/ac/yr) (Ibs/yr) (Ibs/ac/yr)
Permanently preserved undisturbed

p
-,
D
0.6
!o

t
O
open space (forest, unmown meadow)
Permanently preserved managed

Z
O
1.2

.
Z
etc.
open space (grass, landscaping, )
Impervious surfaces (roads, parking
21.2

roofs paved storage
lots drivewaYs

S
5
areas, etc.)
Total ,D
5
9
Average for Site
7
a 10 ? 'Z
b w4 l (?t b :. ? .?
s?
-7. X( I
55 /?Y
al?Ul4?? c.as? 4° down. +a 'P_c,quie-e_?
G
(55 r - S - Go ) /< ?F 0 0/1
City Revisions
3-4
09/17/01
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael Easley, Governor
Bill Ross, Secretary
Gregory Thorpe, Acting Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 2, 2001
DWQ # 01-1386
Wake County
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and
Neuse River Buffer Rules CERTIFICATE OF AUTHORIZATION
Mr. Mohamed Chelaifa
5119 Lundy Drive
Raleigh, NC 27606
Dear Mr. Chelaifa:
You have our approval, in accordance with the attached conditions, to place fill within 68
linear feet of streams and protected riparian buffers for the-purpose of constructing a road crossing
within the proposed Sunset Terrace Lot 1 development, as described within your application dated
September 19, 2001. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3289. This Certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid
for the Neuse River buffer rules (15A NCAC 2B .0233). In addition, you should get any other
required federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control and Non-Discharge. Also, this approval will expire when
the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid 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 wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h). For this approval to be valid, you must follow
the conditionslisted in the attached certification and any additional conditions listed below. '-`- - - - - - - -
1. Deed notifications or similar mechanisms shall be placed on remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms
shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
2. An additional condition is that stormwater shall be directed to sheetflow at non-erosive
velocities through the protected stream buffers. You have 30 days from the date of this
approval to submit this plan to DWQ for written approval.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask
Non-Discharge Branch Wedands/401 Unit 1621 Mail Service Center Raleigh North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 50%n recycled/l0% post consumer paper
Page 2 of 2
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. 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 and "No Practical Alternatives" determination under 15A NCAC 2B .0259(8). If
you have any questions, please telephone Bob Zarzecki at 919-733-9726.
Sincerely,
l
reg horpe, hD
A /bt1 g Director
? U
Attachment
Cc: US Army Corps of Engineers Raleigh Regulatory Field Office
NC Division of Water Quality Raleigh Regional Office
File Copy
Central Files
Charles Piratzky; Combined Surveying Resources; 3701 National Drive, Suite 110,
Raleigh, NC 27612
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
COMB2NED SURVEYING RESOURCES
Civil Engineers - Land Surveyors
3701 NATIONAL DRIVE SUITE 110 RALEIGH, NORTH CAROLINA 27612
919-787-0900
September 19, 2001
John Dorney
DENR-Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, N.C. 27604
ISSUE
6
RE: Sunset Terrace Lot 1
520 Carolina Avenue Site Q
Wake County PIN# 0784.18-30-7692 13 1 3 8.6
John:
Sunset Terrace Lot 1 is a piece of property originally established
in 1972 and has remained vacant. The site development is proposed
as multi-family construction having 4 dwelling units. The driveway
crossing will be used to serve the premises.
On the PCN form you will notice that the first 3 questions are not
filled out completely. I am not certain if there are any 401
issues, which need to be addressed. Please keep me advised, and
thank you for your help.
Your truly:
Charles R. Pira ky,
Enclosures
P.E.,P.L.S.

i
t
COMMED SURVEYING RESOURCES
Civil Engineers - Land Surveyors
3701 NATIONAL DRIVE SUITE 110 RALEIGH, NORTH CAROLINA 27612
919-787-0900
Date: . ?- Za -d )
To: Z? r7? T>0rnC y
Fax:
Frc G
Rega
Number of pages (Including cover):
a h
N/F GRAY PROPERTr LLC o
STREET l~fSTERN ~VD LAND USE: APARTMENT BUILDING O ZONING SC
N PIN: 784343491 o
K e 3 0
m 372
5 .0' P~ W V.II
VICINITY MAP 1972 80M
NO SCALE 27 B-B
.5' CURB W
f N07° 45' 49° E 123.34)
- - - - - - - ° U
N I ~
o l ~ ~ 454 N b -Wi
PEN ,,,AAB"" 0
f F m - ~ ~ 32, 618 5 d
\ U
o. ~4~ ac L.~
~ DECK DECK DECK DECK
11.67 i 1.67 11.67 11.67
~ 0 ! 2.52 0 0 12.52 o O 12, 52 O 01 33 \ . ~ ~ ~ ~ ~ ~ SETBACK L I NE
PO D 4 UNIT BUILDING ~~0 SE
~ r' I- l ~ V' %
i ( I ~ ~ ~
\ I ~
CITY OF RALEIGH SITE PLAN INFORMATION i ~ i
7H15 PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL ~ ~ ~
YES NO ~ i 11, b cv 96.6 ~ - -
DEVELOPMENT NAME: SUNSET TERRACE N _ _ _
STREET ADDRESS: 520 CAROLINA AVENUE 3
0 \ m ~
ATTACH EITHER OF THE FOLLOWING TD THIS PLAN: ~ ~ TrP. v~ ~ r;
~ A CURRENT CITY PROPERTY MAP SHOWING TH15 PARCEL OUTLINED # THE CURRENT WAKE CGUNTY PROPERTY I DENT I FI GAT I ON NUMBER( S) P. 1, N. " ) o r N ~ N
~ 2 W
ZONING DI STRI GT( S) : R-b TOTAL 51 TE ACRES: 0, 7491 ACRES - ASPHAL T ~ ~ ~ $
IF IN A CONDITIONAL LAND USE ZONING DISTRICT, SHOW THE CONDITIONS ON THE PLAN.
~ 100 LF GRASS SW~4LE , I PROPOSED BUILDING LAND USE: MULTI-FAMILY DWELLING AVERAGE 3.c qSS S1~4LE 18' DEEP, ~ \ ~ 0 \ AVERAGE 3.0~ SLOPE
PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 7326 W/3: I SID! ° W/3: I S1DE SLOPES ~ N
PROPOSED BUILDING FGbTPRINT AREA (sq. ft, grass) 3663 ~ ~ ~ 14~ ~ AMRaK ~ . ,
MAX, BUILDING HEIGHT: 28 N/F LARRY J MCCLAMRGCK ` \ RESIDENCE i~ .
OFF STREET PARKING: REQUIRED 10 PROVIDEI? 10 LAND USE: TWO FAMILY RESIDENCE BA515 OF DETERMINA710N: 2.5 SPACES PER 3 BEDROOM UNIT ZONING: R-6 p / ' N F CLINTON JOHNSON e- /
Pl N: 784307581 d ~ ~ 1 31 ~3 ~ LAND USE: 7Wp FAMILr RES DENCE
OWNER/DEVELOPER: \ - l ~ ~ ZONING R-b S
NAME(S): MOHAMMED CHELAIFA ~ PIN: 784308715 ~ \ r'
ADDRESS: 5119 LUNDY I V , RALEIGH, NC 27606 20' L! TELEPHONE: (919J 851-3850 FAX: [phone] _ 20' LEVEL SPREADER ~ ~ \ von
E-MAIL ADDRESS: l ° R3D
~ Fc \ ' ~ ?LA/
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT THE PLANS: ~ ~ ~ ~~b N ~ ENE
NAME: CHARLES PIRATZKY ~ \ NATIONAL 1V , 1I , RAL I NC 27612 ~ ~ ADDRESS: ~ ~ ti 3 . S% \ ~ ~ S i
TELEPHONE 919) ~87-0906 FAX: [phone] ` Rip
csr @bellsouth.net E-MAIL ADDRESS: ba ~ VEGETA~D DIVERSION \ \ ~ ~ ~ ~ _ _.a k
~ \ 4 \ \ \ nV ~ dick \ ~ FR ~
OWJER' S SI GNATURE (Required prior to FINAL SIGN-OFF ONLY) : , In filing this plan either by myself as the property owner(s) or through ~ \ > \ o 3a \ I \
- - my du ! y outhor ized agents, I /we do hereby agree and f i rm I y bind nurse I ves, ~
my/our heirs,executors, administrators successors and assigns jointly and \ ~ ~ \ A.
severally to construct oll improvements and make oll dedication as shown 9~ ~ D' \ i \ ~
on the site plans approved by the City. ° ~ i
Date: Signed: 1 I
v ~ ~ ~ I ~ GREEK ~ J
l i ! ~
~ ~ / ~ J
a2 z \ R / ~ I
~ ~ ~ 16
Y.
~ ~ h~'TAL RAILING PRIVATE / ~ ~ ~ DRIVE=~ A
TI REMOjJE EX I ~ NG
SITE DATA 9 \ 1 ` / L I / ~ ~.f
- -i = p
PIN ~ N0784.18-30-7692 ~ - - ~ l '
ZONlNG R-6 1 R - / --4~ - ~
NUMBER OF DWELLINGS ALLOWED 4 _ ~ - ( _
I
NUMBER OF DWELLINGS PROPOSED 4 I ~ I
DISTURBED ACREAGE 23,150 - 0.531 ACRES PROPOSED 46 RCP CULVERT I ~ ~~sr,~; SEE DETAIL SHEET = _ ~
TOTAL NUMBER OF LOTS ~ ~ AREA I 48' td:p,., ~ ~ / L16ffT ~S/8° ~ ~ ,P~ ~ a~g____.' I 11 LF \ j
53 / 7 0' ~ I W X15. e : _ i 4se
10'0 YEAR FLDOD ELEVATION NONE PER FEMA FLOOD MAP ~37183C 0319E 34l I I
FLOOD SHOWN t5 ALLUVIAL +2 VERTICAL FEET aw I ~ ~
VEHICULAR SURFACE AREA b, GOO SF - _ - - - - - - - - MH R~
- VE Xis \ s' ~ CO TANG . ~ Rg BUT
~
~~sr ` i~ ~
~ ~ ~ ~
N/F MARI C C. r, =MARK C. NAHL ~ - ~ ~ ~ ` ~ , , 8 THREE FAMI L r RES I DENGE , r ~ ~SEI~
LAND USE: THREE FAMIL ZONING R-E ~ o _ ~R /~9 / I ~ ~ N ZONING R-6
PIN: 7844004E ~ ~{-f ~ ~ I N: 784400468 ~ 6
NOTES: ~ \ ~~IN ~
~ ~ \ ~ \ ~
I. ALL CONSTRUCTION AND MATERIALS TD BE IN ACCORDANCE ~ L° J ~ y>0 ~ \
WITH THE CITY OF RALEIGH STANDARDS AND SPEGIFIGAT10N5,
~
2. GENERAL CONTRAC70R IS RESPONSIBLE FOR FIELD
VERIFGATION OF EXISTING UTILITIES AND FIELD CONDITIONS, GRAPHIC SCALE
N/F LELA J. GAh~BELL
3. SETBACKS ~ ° ~ LAND USE: VACANT _
FRONT ~ REAR AGG, 40' ZONINCx R-b PIN: 784400b97
FRONT 20' ~ i I I ul~ i<<~~~
SIDE AGG, IS' SCALE: 1" = 20' pR'(H CqR p W~NN
51 DE MINIMJM 5'
'~•~Otita&'
SITE PLAN
s° S f: - EAL 2 X26395 = 5UN5ET TERRACE LOT
:lp Fh DATE 3-29-01 COMBINED SURVEYING RESOURCES • lNE OMER
REVISIANS PROFESSIONAL LAND SURVEYORS WXIANfD CHELAI FA I - 7-Da-01 3701 NATIONAL DRIVE SUITE 110 5119 LUNDY DRI VE
rrrrnmN` 2 - e-o9-ol I OF 4 01 - e-a2-ol RALEIGH, NORTH CAROLINA 27612 RALEIGH N. C. 27606
5 - 9-20-01 919) 787 - 0900 TELEPHONE: [phone] - 9-17-01 ENGSST. A'~li

SFEaf3Fp PREPARATION
1) Scarify compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, if available.
2) Rip the entire area to b inches depth.
3) Rake to remove all loose rock, roots, and other obstructions leaving surface
reasonably smooth and uniform.
4) Apply agricultural lime and fertilizer, uniformly and mix with soil (see below+).
5)'Confinue tillage unfit a well -pulverized, firm, reasonably uniform seedbed is
prepared 4 to 6 inches deep.
6) Seed evenly on a freshly prepared seedbed of rate specified on plans, rake
lightly, roll with 2001b. roller and water with a fine spray.
7) Mich immediately offer seeding and anchor mulch (see below+).
B) Inspect all seeded areas and make necessary repairs or reseedings wifhin the
plonfinq season, if possible. if stand should be over 6M damaged, reestablish
following original lime, fertilizer and seeding rates.
9) Consult N.C. Land Gbality on maintenance treatment and fertilization offer
permanent cover is established.
a Apply: Agricultural Limestone - 40 lbs,/10610 s.f.
Fertilizer B -B -B Malysis of 30 lbs.11000 s.f.
hLlch - 2 Tons (Approx. BO Boles) Small Gain Straw/Acre
Anchor - Tack with Liquid Asphalt at 400 gallons/Acres or
Emulsified Asphalt at 300 qalions/Acre
SEEDING MIXTURE
Species Botanical Name Rate (Ib/acre)
Toll fescue Festuca orundinacea BO
5ericea lespedeza Lespedeza sfipulaceo 20
Kobe lespedezo lespedeza striata to
Seeding notes:
I. After Aug. 15 use unscor i f i ed ser i cea seed.
2. Mere periodic mowing is planned or a neot appearance is desired, omit sericeo and
increase Kobe lespedeza to 40 Ib/acre.
3. To extend spring seeding dates info June, add 15 Ib/acre hulled Bermudegross,
However, after mid -Apr, it is preferable to seed temporary cover.
Nurse plants
Between hby I and Aug. 15, add IO Ib/Ocre German millet or 15 Ib/acre 5udongross.
Prior to rby I or after Auq. 15 add 40 Ib/acre rye (grain).
Seeding dotes
Best Pass ib/e
Fall: Aug. 25 - Sept. 15 Aug. 20 - &f. 25
Late W)nfer: Feb, 15 - 1`br. 21 Feb. I - Apr. 15
Poll is best for tall fescue and late winter for lespedezes. Over seeding of Kobe
lespedeza over fall seeded tall fescue is very effective.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,600 Ib/acre ground
agricultural limestone and 1,000 ib/ocre 10-10-10 fertilizer.
M Ich
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor
straw by tacking with asphalt, netting, or roving or by crimping with mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
hbinfenonce
Referfilize in the second year unless growth is fully adequate. My be mowed once or
1'Abh@diVf&,4?r, but mowing is not necessary. Reseed, fertilize, and mulch damaged areas
f30M 1972 .III PG 372
DOG
PEN AA5 -- -- - -
32, 6181 3F
- 0. 749± AG
2.5
X DECK
443.0
X
DECK 443, DECK DECK �22� 5
SETBACK LINE
PROPOSED 4 UNIT BUILDING
-� f 1 N FLOOR ELEV = 444.83
1 112'
ATER LINE
94?
Gf,yE\
CONSTRUCT 1 ON 5EWENGE i
Fy �; SILT FENCE S
iY
1. Obtain gradinq permit. \ �� CLEAN-OUT TYP. _1
INV. IN 434.46ij
North to extend 48" RCP and backfill. 1 1. \ \INV. OUT 432.46
, 1
t permission i on from ad 'o i ner to the No CREEK "'=`'' `=`� : I
2. Obtain writ en pe � \ _ " -_ � - -
3. Contact utility companies and " NO-CUT5" for underground utilities locations. \ 42 LF 6' DIP SEhER LINE/
l
ENCASED IN CONC. @0. 5% / l; , , �,`
4. install gravel construction pod, silt fence, diversion ditches, and sediment basins as shown on ��' '
on l as necessary to install these devices. Any project access _ DI SAPATOIR PAD \ \� r
the plan.
Clear y Y W
points shall have a gravel construction entrance installed. CLASS 1I RI l -
P /.. = 24' THICK ON ,�* } i / _-438
FILTER FABRIC---REMOJVE EX 1 �T I X16
5. Contractor shall pick 3 days that have been forcasted to have little to no chance of rain by \
the Notional Weather Service LIMITS OF °
CONSTRUCTION HEADWALL /
FII=AprAfl /
6. Day one of dry weather the contractor shall: -- --_- --- l
_ �, ,4 1.: INV 435.61
1 NV. 432. 24 I -436- -- - A. install sandbag dam upstream of existing 48 RCP t pump water to a point below construction. -._.._ 49 LF b" DIP SEWER LINE I
-- - - -----___� 1 V _--436
-
B. Install sonitory sewer service past existing creek.
C. Remove existinq headwall, extend 48' RCP t install new headwall.
��- CORSL COFIT I 4, 8 1 4821 LF
82►LF
AREA
7. Day two of dry weather the contractor shall:
4 - /0 WATER IVETER \438
' f TBM TOP 441. 51 4q0 W/ 1 " WATER SERV 1 CES SANDBAG DAM
A. Back fill over pipe with b lifts s tam e d p t o 95� compaction. INV. IN 432.0 _, I I \ TOP 9 4' ABOVE
--------------- INV. OUT 431,�H
B. Gonstuct dissipator pad. - - - - - - - - -
51 L T FENCE ;
C, Reveq i tate creek slopes and stabilize with nett i nq. _ \ - _ _ CON5TRUCTIONI
ENTRANCE
8 Day three finish site stab 1 i zat i on, if neccessory. t)"TfA'S CLft Iy2" tap
9. Mointain erosion control devices durinq cleorinq and grubbing of site. Clean
detention pond at 90 day intervals during construction. W
10. Ground cover on exposed slopes should be applied within 15 workinq days following the \ FH
completion of any phase of gradinq. Permanent ground cover applied to all disturbed CA - _
p
(which ever is shorter) following _
areas within 15 working days or 90 calendar days (w OL
of construction. Y
completion
V
r stabilized completely, remove S
ll. limen construction is complete and all areas areN
temporary diversions, silt fencing, and sediment basins, seed out any resulting bare
areas.
PEAK 1215cHARGE GAL CULATION5
PRIOR TO CON5TRUCTION
(Using 10 year storm 5 minute duration)
O=CIA
0=(.3)(0.53)(7.22)
0=1.15 cfs
P05T CON5TRUCTION
(Using 10 year storm 5 minute duration)
O=CIA
0=(.6)(0.53)(7.22)
0=2.30 cfs
1215TLIRBED AREA: 0.53 ACRES
ORAPHiC SCALE
SCALE: I' =20'
LEGEND
BOUNDARY LINE FLOOD PLAIN LINE
--------- EA5EMENT
DIVER51ON DITCH
(5EE DETAIL)
X 413. 8 PROP05ED ELEVATION
ALLUVIAL 5015 LINE
FENCE - EX15TINO
LIMIT5 OF CONSTRUCTION
PRI VATS
Sewer Collection/Extension 5y5tem
The City of Raleigh consents to the connection to its public sewer
system and extension of the private sewer collection system as
shown on this pion. The material and construction methods used for
this project shall conform to the City's Public Utilities
Handbook's standards and specifications:
Cify of Raleigh Public
Utilities Deportment Permit H.
Construction Approval
Date:
PRIVATE
Water Distribution/Exfension System
The City of Raleigh consents to the connection connection to its
public water system and extension of the private water
distribution system as shown on this plan. The material and
consfruction methods used for Phis project shall conform to
specifications:
City of Raleigh Public
Utilities Department Permit if
Consfruc tion Approval
TRANSITION TO 4 r nor rryrrrrR�r� �1��t hl"
O GRADEr4 VEGETATED
w „ 1, L,1:, L,e�,' i''�'n, /�'u' : �`,.• "/_:' ." "" _, _/ \ DI VERS ION STABI L I ZED
SLOPE \ w w 'w , V Hw
-----------'
-Y
"Id•.,v,
Ill(,tV,tV
y at(,\VY oV Y
V oV oV oY
'IV
oV oY Mr nV STABLE
UNDIOUTRET
w'u V Y Itl(tV Ill( ,tV oi(
,t1( ov, ( IV W tV ov, W, 1\Y a1(
aY H(Il(,IY W nY oY
o V
of, Y `Y,iv OV tY oV ,IV nY
pl( Av"Vow, oY oY aY ov, oV
'IV AW oV oVtIV'V oY
oY ,,V oYV oV nVoY
'Y
VARIABLE
MATERIAL
STAPLED IN b MIN
PLACEI-
'.
-III-I I I -I I I-1 I I -d I El I
�i�i I III1III11�1��1111 „IIII�IIII„III„tlii„1111-III=
LEVEL LI BURIED -�
OF SPREADER b' MI N
DETAIL OF LEVEL SPREADER CRO53 SECTION.
-- Level spreader is designed to disperse small volumes of concentrated flow across stable slope
RESIGN
FLOW
ENTRANCE
WIDTH
DEPTH
END
WIDTH
LENGTH
2. O cfs
10'
0.5
3'
20'
F H
.'Q.pF E3s�
Q O: y=
n • SEA
WX - cr
Md 1 NTEMA,t E MANUAL FOR - SUNSET TERRACE - LOT i
520 Carolina Avenue
General:
A grass swole will be installed along the south and southeast side of the building and
the parking area. The swore will direct stormwoter into a level spreader and allow
sheet flow into the riparian buffer.
Installation:
The grassed Swale is 18' deep and 100 feet in length with an overall slope of 3%. The
bottom 15 feet of the Swale will have a slope of I%.
Gross slope of the triangular Swale is to be 3:1.
The level spreader shall receive runoff from the grass swale of 1% slope and through a
20' transition in the swale so the width of the swole smoothly meets the spreader. The
level spreader will have an entrance width of 10 feet a depth of 0.5 feet and a length
of 20 feet. The end of the spreader will be 3 feet wide. The spreader will be
installed of 0% grade. The lip shall be constructed on undisturbed soil +o uniform
heigh+ and 0% grade over its length. Stabilize lip of spreader with erosion resistant
motfinq to prevent erosion and allow vegetation to become established.
In areas to be grassed, finish grading rake soil surface, apply a 2' layer of leaf or
comparoble compost and till to a depth of b'. Apply cerfified fo11 fescue or similar
of rate of 5 Ib per 1000 sq ft. Best seeding dates August 25 through Cttober. Use
jute, excelsior motfing, or other effective channel lining material to cover bottom of
channels and ditches, and staple securely. Apply clean grain straw over remainder at
the rate of 4000 Ib/acre. Milch and anchoring materials must not be allowed to wash
downstream.
Maintenance
At least once annually, remove excess sediment, especially from the upstream edge, to
maintain contours of the original grading.
At least once annually, repair any erosion and regrode the swole to ensure that the
runoff flows evenly through the swale and to the level spreader. The level spreader
should be checked for erosion and sediment. Regrode at this time to allow for on even
thin flow over the top.
At least once annually, inspect vegetation and revegetote the swore and the level
spreader to maintain a dense and vigorous growth of the fescue.
Regular maintenance for the swole and the level spreader is essentially the some as
core and maintenance of any well managed town. Swale should be kept free from debris
and leaves which may clog the swole or damage the gross, Lown should be mowed when
gross is b inches in height and for fescue should be maintained between 4 and b inches
in height, Fertilization of the gross swale and level spreader should be done when
needed to maintain the health of the grass, and care should be taken not to over
ferfilize.
Annual hbintenonce Costs (of current costs)
Mbw and remove clippings weekly 01, 400
Reseeding t weed control 0600
Annual inspection 0150
Repair and regrade as necessary 0250
EXISTING DRIVE LOT 2 (upstream)
PROP05ED DRIVE LOT I ( downstream)
444
- - - NOON ■■■'■ NOON NOON NOON NOON NOON
_� ■//SIO NOON
PROP05E2 DRIVE PROFILE
SCALE: I' = 20' HOR. 1'=4' VERT.
NOTE: FI NAL GRADE OF PROPOSED DRi VE TO BE
BELOW GRADE OF EXISTING DRIVE ON LOT 2.
SEE DETAIL SHEET FOR CRO55 SECTION.
5P-472-2001
TRAN5ACT I ON # 19604 $ 26543
ONE NOON
NOON
NOON
■■��
��iO
NOON ■■■ - -
NONE
. , .
NOON
■���
��■■ ■■�■ ■�E■ ■NSS
©O■�
' ' -
- -. -...:
..
■
M�rE MENE EEE■ ENME
■NOri
�Mmm
i�=M
NOON ■■■//��
NOON ����_ ��=� ��/�
�■■■
■NNO ■MEf/
NMEN NNE ■��..,� ��rM
�MNE
-
■■■■■■■'■�
r MEMO■ -'•-♦ r •
-♦ ,
■M■M■MMW
EM■■MMM■■■■■■MEMOMME
■NMO NEEl.J
■EMM
MEMM
■■EE EME■
■■ME
.., ., r
■
M■EE
MNN■
MM■M MEMO
■M■■
'NOON■EE■■EE■■EE■■EE■■EE■■NE■'
• •• • • 4♦ Of .• • :• •I • 40
PROP05E2 DRIVE PROFILE
SCALE: I' = 20' HOR. 1'=4' VERT.
NOTE: FI NAL GRADE OF PROPOSED DRi VE TO BE
BELOW GRADE OF EXISTING DRIVE ON LOT 2.
SEE DETAIL SHEET FOR CRO55 SECTION.
5P-472-2001
TRAN5ACT I ON # 19604 $ 26543

a
rn N r
M O
O
O . N
°o °0°°°o PLANT RAFT BALL I/3 ABOVE Fl NI SHED p 0 p ~ o,o o ~ GRADE AS SHOWN
° ° \ ° (7 ° °o °e0' °°o° ~ IF rT F 7 R T OF ANY 8007 3 °~p, o °0 o° 1%° 8°, SCAR Y AND 8U ER L ~ S ~
BOUND CONTAINER MATERIAL BEFORE PLANTING o,o ~°oo `°°Doo o ,,°pc !F BALLED AND BURLAPPED REMOVE BURLAP AND ~
°°°p ° ° ° °p°°° °000 7W1NE FROM TOP I/3 OF RAT BALL N 0°\0 ~p 00 0~° o m
372 o ° ~ o o , ° ° p°` ° ° 4' SAUCER W o °
I PG 1972 ° ° MULCH AS SPECIFIED ON PLANS. ~ 'c m
gOM FINISH GRADE ~ c
~ _ _ EXISTING SOIL c
~ I=III=1 III=III III w = I-III =III=III BACKFILL WITH PLANTING MIXTURE SEE BELOW F- _ _ N
III= _ = ~ =III EXCAVATED PIT - MI NI MJM b" WIDER ON ~
( N07° 45' 49" E 123. 34) III= =III=III= =III= ALL SIDES THAN RAT BALL DI A, f- =I=III=III=III=III SCARIFY VERTICAL SIDE5 ~
=III=III=III=III= U
III-III- ~ U
l~ W
FEN 0
32, 6181 SP ~ l PLANTING MIXTURE PLANTING MIXTURE SHALL BE (2J 7I~ PARTS APPROVED OFF SITE TOPSOIL,(21 TWO PARTS d EXISTING SUITA&E SOIL AND (1) ONE PART SCREENED PINE BARK THOROUGHLY MIXED. ADD 20-15-5 FER71LlZER U
0.7491 AC ~ IN EACH PLANT PIT AT MANUFACTURER'S RECOMMENDED RATE.ZW
L~
N, 7. S,
DECK DECK DECK DECK
PROPOSED 4 UNIT BUILDING o ° 2-PLY REINFORCED HOSE A7 TRUNK °g oo oo o°°o boo o kl2 GALVANIZED WIRE
00 op° ° o° °o GALVANIZED TURNBUCKLE
o ~ o u"~o4° Oo~ ° °~o SAFETY FLAGGING a o o o°
~p~QQo,o op o°o ooe0\p o°0o °o o TREE WRAP TRUNK FROM BOTTOM UP,
° °°0° ° END AT SECOND BRANCH, TIE SECURELY AT 0 0 0° 8 , o ° 00°000° °p~ o ° ° 0 00 ° ° 7pP, BOTTOM, AND A7 2' INTERVALS.
° o ° °o°° ° u o°°,° °oo 0° e op° oo 0 ° b ° o o° ~ 13) 2" X2" Xb' HARD6,~D STAKE I N SOLID GROUND
MI N I hRlM 2" BELOW GRADE
~v ~ - _ - N = - - TOP OF RGbr BALL I/3 ABOVE FINISHED GRADE
3 - - - - AS SHOWN -REMOVE BURLAP AND TWINE FROM 70P I/3 OF RCl~7 BALL.
O MULCH AS SPECIFIED ON PLANS,
m ~ ~ ~ ~ b" EARTH SAUCER
~ r FINISH GRADE
° r N ~y _ EXISTING SOIL
z w :III III-1 =111 III ~~III
ASPHAL T I= =III _ ~ ~ = I - BACKFI LL WITH PLANTING MIXTURE -SEE BELOW ~ ~ III=11 =11= .III „I I I~ I,
g ¢ t~ LF GRA55 SWALE , 18" DEED p -III=1 =I ~ I= ~ (=111= ~ EXCAVATED PIT -MINIMUM WIDER ON ALL SIDES THAN RG1pT BALL DI A.
AVERAGE 3.0~ SLOPE ~ i ~ ~ I-III-) ~ = ~ ~ - SGARI FY VERTICAL SIDES
I OPES N W/3~ t S DE SL ~IIIIII=III=III,,,III,,,I III-III=
N
D ~ ~ ~ PLANTING MIXTURE: PLANTING MIXTURE SHALL BE (2) T1.O PARTS APPROVED OFF 517E TOPSOIL, (2) TI^10 PARTS
O i EXISrfNG SUITABLE SOII AND fl) ONE PART SCREENED PINE BARK THOROUGHLY MIXED. ADD 20-i5-IO FERTILrZER IN EACHPLANT P17 A7 MANUFACTURER'S RECOMMENDED RATE.
/ \ / STAKE TREES WHEN NEEDED OR DIRECTED BY LANDSCAPE ARCHITECT,
l
20' LEVEL SPREADER

a. N. 7. S.
°
Y
VEGETATED DIVERSION a' LOCATE PLANTS AND PLANTING BEDS BY USIIJG SCALED DIMENSIONS FROM
STREET, PROPERTY LINES, ETC.
C D ALL PLANTS SHALL MEET OR EXCEED THE M1 NINlIM STANDARDS SET BY THE
D U. S. D. A. STANDARD FOR NURSERY STOCK SPONSORED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D. C.
TREES 70 BE 8'7ALL AND 2'IN DIAMETER, MEASURED 0.5'ABOVE GRADE
~ I I (MI NI MJM1 WHEN PLANTED.
I I I
¢ CREEK ~ I SHRUBS TO BE 18'TALL tMINIMUM) WHEN PLANTED.
° 1 . 1 ~ hRJLCH ALL TREES f PLANTING 8ED5 A5 N07ED ON DRAWING. ALL PLANT
~l GRCr1PING5 ARE CONSIDERED PLANTING BEDS,
/ LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY AND STORM DRAINAGE
k LOCATIONS IN THE FIELD, PRIOR TO BEGINNING CONSTRUCTION.
6 '4
I I APPLY PRE-EMERGENT HERBICIDE TD ALL PLANTING BEDS PER MANUFACTURER"S SPECIFICATIONS.
~ / ~
~ I o ~ I LANDSCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN WITH REBEL FESCUE MIXTURE OR EQUAL. KENTUCKY-31 IS UNACCEPTABLE.
~ I I
~ \ I I
~ ~ I ~ ~ I I
_ p .
e: I
I ~ I
~~STI~, I VEHICULAR SURFACE AREA (VSAI b, 500 SF
53 ~ ~ I TREES = 6500/20 = 4 TREES - MI N, 2" CAL. - b PROM DED
~W~ I I Z5, 34J ° SHRUBS = 6500/5 = 14 SHRUBS
I I STREET YARD
I
I~ EACH 50'OF FRONTAGE REQUIRES TREES TOTALING !B%a" OF CIRCUMFERENCE OF
EXISTING OF NEW TREES, 183/a /n = :Ai If'FF, P9)~. !Itr it . Anif?I f~kADF
f 04.34 / 50 = 2.09 x b" = 12.54' OF CAL IPER = 4 TREES OF 3. I " CAL 1 PER,
fx~sr~,~ ~
W
b @ 2' CALIPER

PROPOSED SHADE TREE (ACER RUBRUMI RED MAPLE 8 REQUIRED 10 PROVIDED.
TREES TO BE 8' TALL AND 2' IN DIAMETER, MEASURED 0.5' ABOVE GRADE l MINIMUM) WHEN PLANTED.
4 @ 3, f ' CALIPER
PROPOSED SHRUB (PRUNUS LAURGCERASUS "07T0 LUYKEN') OTTO LAUREL 14 REG~IIRED SHRUBS TO BE 18'TALL (MI NIMUMI WHEN PLANTED. -
4
. , I . , I , , ,
0~H CqR
~ M ~i ~ ~ir ~ i
GRAPHIC SCALE a apFESS/~~.~ s , . ~r.~ ~ . r~r rii ~ ~ i
2d 10, 0 20' 60' 3 SUNSET TERRACE 0
026 T I
LANDSCAPE PLAN y '0tNDATE: 6-07-01 COMBINED SURVEYING RESOURCES OWNER
SCALE 1" = 20" REVI51ON5 PROFESSIONAL LAND SURVEYORS MOHAMMED CHELAI FA
+re+i+++ I _ 8_09_01 3701 NATIONAL DRIVE SUITE 110 5119 LUNDY DR/ VE
2 82201 3OF 4 _ RALEIGH, NORTH CAROLINA 27612 RALEIGH, N. C. 27606
l~ 3 9-17-01 I I-3850 a - 9-20-01 919) 787 - 0900 TELEPHONE.- (9 9) 85 ENGSS7, DWG

a M
fJ) th
O n
0
vi J
H W
9
J_ Q F
W O
c
• FOR REPAIR OF SILT B' ~ FENCE FAILURES, USE m v c
YARMBLE AS dRECTEO BY TIE ENCNEER No. 57 WASHED STONE. c W
FOR ANCHOR WHEN SILT 2' NIN s' NN FENCE IS PROTECTING COMPKTFO F
CATCH BASIN. s N N
NIN. 12-1/2 OA ~ NTERNEDIATE STEEP CUT OR FILL SLOPE - - - MN. 10 OA WIRES
uNE wREs F F I~' o IfTAL RAILING ~ OR SR.I T RAii FENCE 13, AO' l l , W U
IN TO D 2;1 SLOPE (MAX) 41' ABOVE SIDEW~i.K ~ N/PO5T5 b' o, c. 5. 70P 440, 60
GRADE SID~lN.K 8. A7 8. A7 2, A7 70P 440. bl w
- SFABIJZE DNERSION ORCN ' WRH IENPORAAY SEEOINC 18112E ONER901t OrtCH ~tieT GGNGRF7E ~tpyytiL 1YPE ~ fXISTINS HEAD1lN.L Q.QQ, BI 0 H TENPORARV SEEDING ' DLGCASTLE NC PRGDUCTS' ~N'T 44D, ~ 70 BE REMOVED ~
STEEL PosT CROSS SECTION AND EROSION CaaTRa WOVEN WIRE FABRIC NET11N0 > EROSION CONTROL RING OR NL DOT 893.51 1 4/ p~ ~7
WARNNC SIGN SILT FENCE CEOTE%DLE FPBRIC OR APPROVEDEp/AL U Ill - ~ - - - -H
_ ~~I~>L~~°~~. _ii_ii~~=_~_-~ a-u I=L]1=ll=1=1 = i =11=11~I I I_I~=' I~ ~ I it - - - - - -
rpnA'T ii Q r ~ Flll SLOPE fRON VIEW in 6' ensE cAlRSE caTACrED su~atsE I I I
i ~ IO" ~ INV. 495, 61
~ .'•s1 GRADE UPSLOPE TOE POSITIVE GRADE 1.0~ MAX, i ~ m I 48' RCP I f NV, 435.05 z ~ - ~ I INV. 434.59 I
° ~ CV N i ~
B" MN. COVER 1n TREE PROTECTION AREA c OVER SMRr • v 1B" SIDE SLOPES N
E1fl'END WIRE 8" NIN, INTO TRENCH i° DO NOT ENTER AND ANCHOR SKIRT AS ~ ~ 2 : 1 (MAX.) \ \
dRECTEDBYENOINEEAr ~ ~ ~ a' ~ 17' Y57 S70NE BEL>7fN6
NorES: WARNING SIGN DETAIL \ I wARNNC s~ To NeDE of oORaetL; N'FATIffRPR00F MATFRMI. \ \ \ ` \ \ ` \ ` \ \ \ ` \
LERERS TO 8E 3" lAfiH MWSRIN, CLDWLY LEC~LE AND SPACED AS DETARED. \ \ \ \ \ \ \ \ SRWS SHALL BE FLACED A7 50' ApXW1UA1 IMERVALS. =.._.a
PLACE A SKAY AT fACN END ~ LBrTAR TREE PROTECTION Mn SO' ON CENTER THEREAFTER, STEEP CUT OR FILL SLOPE f0R T~F PROTECIAON AREAS LF54 7HW 700' W PEAINEiER, PROVIOF MD 1ESS 71iAN ONE SIOFI PER PROTECIA)N AREA SLOPE 1, ~ 1, ar
-USE SILT FENCE ONLY WHEN DRNNACE AREA ARAB SANS SECURELY 1O FENCE POSTS AND Fi1NAC, REVISIONS
DOES NOT E%CEED 1 /4 ACRE AND NEVER IN LNRTTAN TREE PROTECTION FENCE 7WI000FDUT DURI1pN Qi PRQECf, DATE DESCRIPTION AREAS OF CONCENTRATED FLOW ADORIONA! SONS AwY BE REWNPEO er CRY Of RALEIGH INSPEC1gN5 DEPARIIIEA? BASED ON ACTLW. fTELD CONDRAONS. CAYCRETE BASE GUL VERT DETA I L
PLACE A SIGN Ai EACH END OF LREAR TREE PR0IECTDN AND Bo' ON CENTER T~;ERWTER, PLAN VIEW -END OF SILT FENCE NEEDS TO BE TURNED UPFNLL. SGALE 1' = 5'
STANDARD TEMPORARY SILT TREE PROTECTION FENCE 1 A (VERSION DITCH D 9
5 FT MIN
1,5 FT
T 1800 CU FT/ACRE Q o ~ 5 ~
~ MAx
1, USE FOR DRAINAGE AREAS q a 4 ~ ~ NOT EXCEEDING 5 ENE) ACRE . 1 2 M I ~ 0 0 (
2, EARTH BERM SHALL 8E STABILIZED w/ SEEDING
ACCORDING TO TRIANGLE SPECIFICATIONS, ~ SS SECTION FIABRC Ir
3, USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM,
OVERFILL 6" 1' I-2 ASPNN.7 I;I DESIGN FOR SETTLEMENT
SETTLED , TOP 21" a. ~ .
MIN ~ ~ I " a a; 6' /~BG BAS LgIIFSE 1 REEB~ ..a p. ~:a ~ /
- ~ 1 S FT I t D FT FIIN _ / / / / / / / SUBGRAA / / / / / / ~ 1 ~ ~ T 2:1 SIDE ~ / / / / / / / / / / / / /
° o ° ~ SLOPE MAX / / / / / / / / / / / / / / / / IpX FILL e ° ~ 9 I / / / / / / / / / / /
o~ I 6.A0° FlLTER 1:1 SIDE SLOPE
F"~'D ~ - MAX NAT~RA< PAVEMENT DETA 1 L
3 ~ GROUNO
MIN
MAINTENANCE T1PE a
NSPECI TEIA'ORARf sEDRAENr TRAPS AFTER EACH PERDD of SlarrlDAlrt RNfkL REMOaE sFdNENr AND RFSFOR[ TRAP to RS oRKRFML DYENIKM+9 MIEN THE SEDMENT HIB ACCWUUIED TO ONC-HALF THE DESKiN DEPTH OF THE TRAP. PLACE THE SEpAEM THAT 8 REMOVED IN PIPE OUTLET TO FIAT AREA WITH NO DEFINED CHANNEL
A OEl01MiED DISPOSAL AREA AND REPINE 11E CgrtAYNATED PNft OF iFE GRAVEL fAgNO.
REVISIONS ~ FOR DNAAOE FROM EROSION DR PIPRq. PEROdCNLY CIEfs( 7FE DEPTH OF THE ~ELWAY TO ENSURE R B A NNIMUN DATE DESCRIPTION ~ 1'B ~ 1HE ~ PdNT ~ ~ ~ 1gEdIDELY FAL ANY SETiLDA]R OF THE EFIBANKMENT TO SLKMiiLY ABOVE DES%N GRADE. ANY RIP RAP DISPU'CED FROM THE SPILLMWY MUSE BE AEPIAC.ED ?REDIATELY.
gAEN2E THE EMBWKMENT AND ALL DISNRBED AID ABOVE 7NE SEDMIENT POOL AND DOwN51RFAM FROM TFE TRAP IiMIEdATEIY AFTER ~ A A
COFdTRUCTDN WITH SEEdNC. W
L & RIP RAP BASIN OUTLET 3A GRAVE NDTES:
PLAN Vim' (1) d = 1.5 TIMES THE MA1(IMUM STONE L, DIAMETER BUT NOT LESS THAN 6
INCHES.
(2) d { = 1' ABOVE MA)(IMUM TAILWATER OR TOP OF CHANNEL BANK jWHICH-
EVER IS LESS).
FDR 612E d FmT]NG -SEE f~TE (3) La =LENGTH OF RIPRAP APRON.
SECRON A-A
RAFFLE (1YPJ ~o~
s, ~ EARTH BERM F 5tONE DIA> 8', PROVIDE CEOTE%IILE UN~RLDIEk OR
kp 20' MIN, `A• I' (111X.) /57 WASHED STONE BEDDING MAIERW.,
NOTES: FOOTING SIZE PIPE SO:E WIDTH DEPTe1
° y ° °0°O O U C D C O O O O D 0~0 -]aO.U 0 0 C °0°0°U°J°D°U°0°U°0°0°DC°°D°0°DUOU°°U°0°O 1'1' - 24' 8' 12'
°U°U°OU0°U°0°0°0°0°0°0°0°0°0°D°U°0°0°°°° J°OGOUOOCOCUO°OODODUD°ODO°0UO°OUOUO°0D00 °~i°U°U°C:°o°C°C00°0DO°00000°OGO°0°0°0°000 O O O J O O D O U O O O O O D U 0 0 0 0 24' - J8' t2' 24' TYPE B 38' - 54' te' >6'
.0 0 0 O O O O O O O O G O O O O D 0,0 EXISTING °o°o°o°v°o°o°o°o,,°,o°o°o°o,°,o°o°o,°o°o°o°o''o °o°o°o°o°o° ~°o°o°o°° 12' PIPE OUTLET TO WELL- DEFINED CHANNEL
ROADWAY ooo°oooo°DO CLEAN 510NE (N0. 57),ooo°oDDo ~°oo°o~o~o~o~ooo~ooo~o~o~oo o°o"o°u°v°o -FABRIC MAY BE ADDED UNDER THE STONE )ER THE STONE
coo°oQO°opo~ooo°°~o~ooooo~o~o~oo o°o°o°o WHICH WOULD ADD TOTAL LIFE TO THE E1fRFA POSE N MODLE 0°0°0°0°0°CUO°0°0°OGO°0°0~0°0°0°0°o°0°G° CONSTRUCTION ENTRANCE .IFE TO THE ° o,
'HOC WIRE ATTACHED OF OPENNC D D o 0 0 0. o 0 o c o D o 0 0~ o c o 0 TO POSTS W1iH LENGTHS oDO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o'e p ~ d $ ~ 00
OF WIRE H POST SEDIMENT PR ou 0 0 0 0 0 0 0 0 o e o 0 0 0 o a D c o WRED SECUREIY TO VERTICAL °
POSIS B ~ Qe d B CHANNEL BOrtOM
BAFFLE INSTALLATION - STEP 1 DIA~ CLASS f1 AIP rte` 0 0 ° °
a °
O O p
FABPoC CUT AND FOLDED FA&tK: FOLDED 1. DRNE STEEL FENCE POST AT LEAST iB' INTO OKR ~ 1~Po20MA1 OVER HORQONTAL NEW CONSTRUCTIC SOLD OROUJO FENCE POSE P0~ NEW CONSTRUCTION a~~°~ PIAN NEW
EXISTING ROADWAY 2. WOOD POSI9 ME NOT ACCEPTAlEE HORIZONTk POST Ln
I CLEAN STONE (NO. 57) 3, USE STAPLES 1' APART TO ATTACH FABRIC TO 'HOC N1AE" FENCE AND FABRD
BIRNEOINiRENCN ~DOVeoooooooocooooo00 ~ ono°o°o°ooo°o°D°o°oo°ooo°c°o°o°ooo°o°coo°o 4. BAFFLE SPACED AS PER APPROVED PLPN. TOP OF BKFLE 9FIdA0 BE 8" 'o°v°o 6" MIN.
~ ~ HKAI~~THE BOTTOM OF ~ 'r / ~ ~ 'r /
BORON aF BH'FLE IN 6'tiB" TRENCH, ~ THIS ENTRANCE APPLIES ONLY TO ENTRANCES ' /~,~i ~ / TRENCH AND 1TETICH ~ ~Ep ~O OF INDIVIDUAL SINGLE FAMfLY RESIDENTIAL UNITS.
FILLED NRN SOE. AND I COMPACTED CITY OF RALEIGH
REVISIONS ~ REVISIONS CROSS SECTION CENTRAL ENGINEERING DEPARTMENT SECRON B-B
DATE DESCRIPTION SECTION AT OPENING DATE DESCRIPTION REVISIONS ~iE: 7/3/00 DRAWN BY: JIB
~'FI F INSTALLATION -STEP 2 CULVERT iF Sf01E DIA> B', PRONOE CEOIEImIE UNDERLRlER OR OUTLET
4' (NR7.) /S7 WASHED SCONE BEOOINC uATERW. PROTECTION
NTIAL CONSTRUCTION ENTRANCE RES DE P R P FILTER BASIN 3B GRAVEL & RI A 8 8TD. # 40.27
.tttllnnt?11hA,.
OM CARO
o DETA I L5
a2 9. 5UN5ET TERRACE
NOT TO SCALE UNL e ~ 0 SCALE UNLESS NOTED OTHERWISE SEAL s
~n® 025395 of DATE: 3-29-01 COMBINED SURVEYING RESOURCES OWNER
REV15ION5 PROFESSIONAL LAND SURVEYORS MOHAh-ED CHELAI FA INE
oes F P~ 6-07_0' 3701 NATIONAL DRIVE SUITE 110 51 i9 LUND1 DRIVE • 020 4OF4
7-0b-01 RALEIGH, NORTH CAROLINA 27612 RA[ EiGN, N. C. 27606 8-09-01
TELEPHONE ! 919) 851-3850 DETAILS. DWG 8-22-01 (919) 787 - 0900 9-17-01