20050284 Ver 1_Complete File_20050215

OF W ATF19 Michael F. Easley, Governor
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North Carolina Department of Environment and Natural Resources
O _..... ? .,? Alan W. Klimek, F.E. Director
r Division of Water Quality
March 11, 2005
DWQ Project # 05-0284
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Community Alternatives for Supportive Abodes
Post Office Box 12545
Raleigh, NC 27605
Subject Property: Oak Hollow - HUD Families at Home
REQUEST FOR MORE INFORMATION
On February 15, 2005, the Division of Water Quality (DWQ) received your application dated
February 15, 2005 to impacting buffers to construct the proposed residential construction. The
DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please submit a letter from DWQ that indicates the stream does not connect through this
crossing.
2. Parallel impacts to Zone 1 impacted by a sanitary sewer line require mitigation. Please
make changes to the PCN and resubmit.
3. Please explain how there can be no stream impacts for this activity.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
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we will consider the project as withdrawn.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
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwettands
NhCarolina
one
,lVatuta!!y
An Equal Opportunity/Affirmative Action Employer-50% Recycled/ 100% Post Consumer Paper
Community Alternatives for Supportive Abodes
Page 2 of 2
March 11, 2005
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
(??
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Shawn Guyer, Spaulding and Norris, 972 Trinity Road, Raleigh, NC 27607
Filename: 05.0284 Oak Hollow HUD Families (Wake) On Hold
O?O? W AT ?9QG
0 Nii? _;?
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
May 25, 2005
DWQ Project # 05-0284
County: Wake
Community Alternatives for Supportive Abodes
PO Box 12545
Raleigh, NC 27605
Subject Property: Oak Hollow-HUD Families at Home
UT to Crabtree Creek [03-04-02, 27-33-10, C NSW]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) Authorization Certificate
Dear Sir or Madam:
You have our approval, in accordance with I SA NCAC 02B .0233 and any conditions listed below, to impact
approximately 1,695 ft2 of Zone 1 and 1,566 fe of Zone 2 of the protected riparian buffers for the purpose of
constructing the residential development at the subject property as described within your application dated February
15, 2005 and all additional information submitted and received on April 1, 2005. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control and Non-discharge regulations.
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 authorization and approval letter and is thereby responsible for complying with all conditions.
This approval requires you to follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
impacts:
Amount Approved
(Units) Plan Location or Reference
Buffers 3,261 (square ft. WL-1.0
2. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities
through the protected stream buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 2B .0233(5).
3. 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
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
N r Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
Community Alternatives
Page 2 of 2
5/25/05
visibility material) for the areas that have been approved to infringe within the buffer, wetland or water
prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233.
4. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-construction Notification. All construction activities, including
the design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur.
5. 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 (NCG010000) 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
httn'11h2o enrstate ne.us/su/Forms Documentr.hon.
6. Certificate of Completion
Upon completion of all work approved within this authorization, 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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall expire five (5) years from the date of
this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0233. If
you have any questions or would like a copy of the buffer rules, please call [phone]. This letter does not
authorize any impacts to either Waters of the United States or Waters of the State. Please contact the US Army
Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of
these waters.
Sincerely,
CC I ki
t?f ?0, 00/n QA
Alan W. Klimek, P.E.
AWK/dae
Enclosures: Certificate of Completion
cc: DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Shawn Guyer-Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
Filename: 0502840akHollow(Wake)buffer only
SPAULDING &. NORRIS, P.A.
Design Consultants
972 Trinity Road 9.854.7990
Raleigh, North Carolina 27607 (7-'- )71 ft `' `^ ?L'
Uri Fi1X ,91?.854.7925
Transmittal JV s rC,oS
Date: 04.01.2005 Job. No: 477-03
To: NC Division of Water Quality, Central Office
221 Crabtree Boulevard
Raleigh, NC 27604-2260
Attn: Ms. Cyndi Karoly
Re: Revised PCN for Oak Hollow - HUD Families at Home, Raleigh, NC (Wake County)
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
04.01.200,9 Completed PCN Application Package
Transmitted for:
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Ms. Karoly- Please find attached 7 copies of the revised PCN Application for
the Oak Hollow - HUD Families at Home nroiect_ located in Raleii!h_ NC:_
Atkr 01 05 01:28p SPAULDING&NORRIS, PA 19191854-7925 p.1
SPAUL r1?T?' .fizNOR_RIS PA
Planning #Civil Engineering •Environmental
FAX TRANSMITTAL
Date: 04151 zooS
ProjectNo.: ITT-off
To: C YND KARoLY Office No.: `219. X33 , t?86 _
Company: OWCL-- 401 ov??zsi? Ht/ Fax No."
41Q . ??
F%fttis REnrw Vc-RtAcrs t mtr
,
From: SAAWN
RE: ONK "GU-Aul - b{uD FAtAluss AT OtKIE
Number of Pages. Z (Including this cover sheet)
Remarks:_ ?ES4?rhsr ?'o rLM Ena
Copy To: FQiL Ka?? - ?v1Q ?Qb
Phor:e: [phone] • rax: [phone].972 Trinity Road • Raleigh, North Carolina 27607
APR-1-2005 FRI 12:57 TEL:[phone] NAME:DWO-WETLANDS P
nl?r 01 05 01:28p
SPRULDING&NORRIS, PA
Civil Engineering & Planninu
April I, 2005
[phone]
Nis. Cindi Karoly Mr. Eric Kulz
NC Division of Water Quality NC Division of Water Quality
401 Oversight/ L•xpress Revicw Permits Unit Raleigh Regional office
2321 Crabtree Boulevard 3800 Barren Drive
Suitc 250 Suite 101
Raleigh, North Carolina 27604 Raleigh, North Carolina 27609
RE: Oak Hollow: HUD Families at Home - Raleigh, North Carolina
DWQ Project #05,0284
Dear Ms. Karoly and Mr. Kulz,
This letter is in response to vour request for additional information for the Oak Hollow project,
dated March 11, 20U5. Our responses to your request for additional information are as follows:
I. Please submit a letter front UVYQ that indicates the stream does not connect through this crossing.
The crossing in question is part of an existing stub street located on property adjacent to the Oak
hollow project. The attached 2002 aerial photograph, taken from the Wake County NAPS GIS
wcbsite, clearly shows the street crossing the stream and extending to the Oak Hollow property.
The road was constructed in the late 1930's or early 1990'x. % e assume that the proper permits
and authorizations required at that time were received for the stream crossing.
2. Parallel impacts to Zone I impacted by a sanitary sever tine require mitigation. Please make
changes to the PCN and resubmit
The alignment of the sanitary sewer line in question has been changed to pass through the Buffer
in a non-parallel manner. These changes are reflected in the revised PCN Application.
3. Please explain how there can be no stream impacts for this activity.
As mentioned above, the stream crossing is part of an existing stub street to the Oak Hollow
property.
Thank you in advance for your tittle spent reviewing this additional information. Do nut hesitate to contact
me if you have questions, comments, or concerns about this information or other portions of the
application.
Sincerely, Jz, ? ?
Shawn F. Guyer, E.I.T.
Environmcntai Fngincering Assistant
Fnclosures:
Phone: [phone] ? l=ax: [phone] ? 972 Trinity Road ? 1lalci8h, North C-irolina 27607
p.2
APR-1-2005 FRI 12:57 TEL:[phone] HANE:DWO-WETLANDS P. 2
SPAULDING & NORRIS, P.A.
Civil Enbineerin,, & Planning
April 1, 2005
Ms. Cindi Karoly Mr. Eric Kulz
NC Division of Water Quality NC Division of Water Quality
401 Oversight/ Express Review Permits Unit Raleigh Regional Office
2321 Crabtree Boulevard 3800 Barrett Drive
Suite 250 Suite 101
Raleigh, North Carolina 27604 Raleigh, North Carolina 27609
RE: Oak Hollow: HUD Families at Home - Raleigh, North Carolina
DWQ Project #05-0284
Dear Ms. Karoly and Mr. Kulz,
This letter is in response to your request for additional information for the Oak I lollow project,
dated March 11, 2005. Our responses to your request for additional information are as follows:
1. Please submit a letter from DWQ that indicates the stream does not connect through this crossing.
The crossing in question is part of an existing stub street located on property adjacent to the Oak
Hollow project. The attached 2002 aerial photograph, taken from the Wake County iMAPS GIS
website, clearly shows the street crossing the stream and extending to the Oak Hollow property.
The road was constructed in the late 1980's or early 1990's. We assume that the proper permits
and authorizations required at that time were received for the stream crossing.
2. Parallel impacts to Zone 1 impacted by a sanitary sewer line require mitigation. Please make
changes to the PCN and resubmit.
The alignment of the sanitary sewer line in question has been changed to pass through the Buffer
in a non-parallel manner. These changes are reflected in the revised PCN Application.
3. Please explain how there can be no stream impacts for this activity.
As mentioned above, the stream crossing is part of an existing stub street to the Oak Hollow
property.
Thank you in advance for your time spent reviewing this additional information. Do not hesitate to contact
me if you have questions, comments, or concerns about this information or other portions of the
application.
Sincerely,
W
Shawn F. Guyer, E.I.T.
Environmental Engineering Assistant
Enclosures:
F
( J
AID
A ; ?uG5
d
Phone. [phone] ? Fax. [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
Page I of I
..yr .?... -?..-e _-.. i.
r y ,
1.? •? : i
Aq?"' "i"
http://imaps.co.wake.nc.us/output/mster-bw-02-GIS 10 13 841204143 59.png 3/23/2005
l% C QR micnaer r. rastey, liovcmor
O QG William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
G Alan W. Klimek, F.E, Director
Division of Water Quality
March 11, 2005
'_DWQ Project # 05-0284
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Community Alternatives for Supportive Abodes
Post Office Box 12545
Raleigh, NC 27605
Subject Property: Oak Hollow - HUD Families at Home
REQUEST FOR MORE INFORMATION
On February 15, 2005, the Division of Water Quality (DWQ) received your application dated
February 15, 2005 to impacting buffers to construct the proposed residential construction. The
DWQ has determined that your application was incomplete and/or provided inaccurate.
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial. of your application as required by 15A NCAC 2H.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please submit a letter from DWQ that indicates the stream does not connect through this
crossing.
2. Parallel impacts to Zone 1 impacted by a sanitary sewer line require mitigation. Please
make changes to the PCN and resubmit.
3. Please explain how there can be no stream impacts for this activity.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
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
RECEIVED MAR 2 1 200 Crolina
401 Overs' hUE Tess Review Permits Unit QfllCllllf
1650 Mall 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
An Equal Opportunity/Affirmative Action Employer-50% Recycled/101/6 Post Consumer Paper
l.UllLllLLlll l?• A1-1 ll"Ll-0 1Vl -FVVI LI YL. PIUVUUb
Page 2 of 2
March 11, 2005
are not authorized (at this time) by the DWQ: ;all Ms. Cyndi Karolyor Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/bs
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USAGE Raleigh Regulatory Field Office
File Copy
Central Files
Shawn Guyer, Spaulding and Norris, 972 Trinity Road, Raleigh, NC 27607
Filename: '05-0284 Oak HoUow IIUD Families (Wake) On Hold

Civil Engineering & Planning
1~N
April 1, 2005
Ms. Cyndi Karoly
NC Division of Water Quality
401 Oversight/Express Review Permits Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
fw? 1
APR

Re: Revised Pre-Construction Notification Application Form for the Oak Hollow -
HUD Families at Home Project in Raleigh, North Carolina (Wake County)
Dear Ms.Karoly,
Attached is the revised PCN Application Form for proposed Neuse River Buffer impacts
required for Oak Hollow (PIN 1723-47-2891) in Raleigh (Wake County). The site covers
1.69 acres, on the south side of Sungate Boulevard, east of the intersection of Sungate
Boulevard and Sunnybrook Road and is in the Neuse River Basin. A site plan labeled
"Oak Hollow - Neuse River Buffer Impact Map (Drawing Sheet WL-1.0)" is attached to
illustrate proposed Neuse River Buffer impacts.
The proposed Neuse River Buffer impacts in Impact Area #1 are:
Permanent Impact Temporary Impact
Neuse River Buffer - Zone 1 0.0083 acres -
Neuse River Buffer - Zone 2 0.0030 acres 0.0046 acres
Total 0.0113 acres 0.0046 acres
The proposed impacts are required for the installation of a sidewalk extension along the
existing street in order to provide pedestrian access to the site. The area where the
impacts are proposed has been disturbed in the past, during the installation of the existing
street and stream crossing and the vegetation currently consists of herbaceous plants and
grasses.
The proposed Neuse River Buffer impacts in Impact Area #2 are:
Permanent Impact Temporary Impact
Neuse River Buffer - Zone 1 0.0019 acres -
Neuse River Buffer - Zone 2 0.0174 acres -
Total 0.0193 acres
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
The proposed impacts are req- -,,, for the extension of the street. TINT area was partially
disturbed during the installation of the ..et and the current vegetation ???L.?:: s of
.:?aceous vegetation and grasses, mixed shrubs, z::: :a v,nods.
The proposed Ne-se River Buffer impacts in Impact Area #3 are:
Neuse River Buffer - Zone 1
Neuse River Buffer - Zone 2
Total
The proposed impacts are required for the connection to the existing sanitary sewer. This
area was disturbed during the installation of the existing sanitary sewer and the current
vegetation in the sewer easement consists of herbaceous vegetation and grasses.
Permanent Impact
0.0156 acres
0.0156 acres
Temporary Impact
0.0109 acres
0.0109 acres
The overall Neuse River Buffer impacts total:
Neuse River Buffer - Zone 1
Neuse River Buffer - Zone 2
Permanent Impact
0.0390 acres
0.0205 acres
Temporary Impact
0.0155 acres
Total
0.0595 acres
0.0155 acres
Please do not hesitate to contact me if you have questions, comments or concerns about
this application. Thank you in advance for your time spent reviewing this permit
application.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant

Office Use 00y: DE"'„..i Form Version May 2002
;CH
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Community Alternatives for Supportive Abodes
Mailing Address: PO Box 12545
Raleieh. North Carolina 27605
Telephone Number: 919.754.9960 Fax Number: 919.754.9968
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: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawn a,spauldingnorris.com
Page 5 of 13
III. Project Information
Attach a vicinity snap clearly showing the location of the property with respect to local
landmarks such as towns, i viers, 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: Oak Hollow- HUD Families at Home
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1723-47-2891
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take Poole Road west from the
intersection of Poole Road and Interstate 440. Turn right onto Sunnybrook Road. Turn right
onto Sungate Boulevard. Entrance to site is first right turn.
5. Site coordinates, if available (UTM or Lat/Long): 78.58047 West (Longitude),
35.77778 North (Latitude)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1.69 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Crabtree Creek (Stream
Index # 27-33-(10), Classification C;NS)n
8. River Basin:Neuse (Subbasin 03-04-02)
(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 6 of 13
?.. Describe the existing conditions on the site and general land use in the vicinity of the project
at the tine of this application: The site land cover is comprised primarily of undisturbed
mixed hardwcc-ds. The site is surrounded by undisturbed areas and residential areas.
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the development of multi-family HUD homes and the associated
infrastructure, including: roads, water supply, and sanitary and storm sewers. Equipment
used will include, but is not limited to, trackhoe excavators, bulldozers, rollers, asphalt
pavers, and other grading and road construction equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a development of multi-family homes.
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 jurisdictional determinations or permits have been requested or obtained for this project.
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.
The owner does not anticipate any additional permits for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
If 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. Thezpplica t n,,,at W.-w -
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
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
&-lineation 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: The proposed impacts include
minor impacts to Neuse River Buffers resulting from the extension of a street and sidewalk and
the installation of a sanitary sewer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://,.N,%,v-%v.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None delineated
Total area of wetland impact proposed: None
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
i'ype of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
None

* 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
wvAv.usas.pov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wA«v.topozone.com,
,.vww.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: None
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact*
ct
Eae of Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 9 of 13
Vii. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed project involves the extension of an existing street stub, a connection to an
existing sanitary sewer line, and the extension of a sidewalk along the existing portions of the
street stub. These improvements are all necessary to gain access to the site. The existing stub
street was constructed in the late 1980's to early 1990's and crosses the stream to stub to the Oak
Hollow property.
The proposed Neuse River Buffer impacts associated with the sidewalk installation are located
within the right of way of the existing stub street in an area that has been previously impacted
and currently is composed of low herbaceous vegetation. The majority of the Zone 1 Neuse
River Buffer impacts associated with the sanitary sewer installation are located within the
existing sanitary sewer easement, an area that has been impacted previously and is kept free of
trees.
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
T
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
Page 10 of 13
in DWQ's Draft Technical Guide for Stream Work in Norh: Carolina, available at
http://l12o.enr.state.nc.us/ncwetiands/strni.ide.litmi.
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 ofT'site), 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 mitigation is proposed for the site.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes E] No
If yes, has the document review been finalized by the State Clearinghouse? i?f- Q,_.n1= s art,,dt, s
copy of the NEPA or SEPA fmal approval letter.
Yes ? No ?
Page 11 of 13
Proposed Impacts on Riparian and Watershed Buffers (required by DWI")
it is the applicant's (or agent's) responsibility to determine, delineate and map ail limpacts to
required c,ate and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 (1695 Perm) 3
2 (892 Perm) (674 Temp) 1.5
Total (2,587 Perm) (674 Temp)
' Lone I extends out 3U feet perpendicular from near bank of-channel; 'Lone 2 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.
No buffer mitigation is required for the proposed project.
X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existina impervious surfaces on the site include an abandoned sinele familv residence and
several small outbuildings. The proposed project will include approximately one acre of
impervious surfaces, from buildings, sidewalks, parking areas, travel lanes, and the street
extension. The street extension will not only access this site, but also two adjacent sites, while
Page 12 of 13
also nrovidina a connection to nronertv to the south. Stormwate. from the site will be treated
within a bioretention area before passing into a dry detention pond. Stonhivater leaving the dry
detention pond will be released into a level spreader, which will provide diffuse flow through the
Neuse River Buffers. Stonnwater from the street extension will be released through a level
spreader, providing diffuse flow through the Neuse River Buffer. Oak Hollow - Grading
Drainage, and Erosion Control Plan (Drawing Sheet - C-D shows the storm drainage
treatment structures and associated calculations.
XI. 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.
Wastewater generated from the proposed project will be collected by the City of Raleigh
Sanitary Sewer System and treatment will be provided at a City of Raleigh Wastewater
Treatment Facility.
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIII. 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).
Shawn F. Guyer, E.I.T.
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
T _ SPACJLDTNG &: NORR S, P
Land I-Lii iivg - Civil Engine;: - Environmental Engineering
AGENT Aly i"H-.,?RIZATIONi-?-,Rrll
ALL BLANKS TO BE FILLED IN BY CURRE:-.-T L. iNDOWNER
Name: CAs h - CoMAtLt0 % -%y AtTeu-), %%-vE S fbt2 5Lwo at%le 440D&"?
Address: P a F-oK tzSgf-
R.ArI.EtC-rt t c - 2-1 L&OS
Phone: (JIM -Ls+--99tv0
Project Name/Description: oPv>=-
Date: zl t s j o 5
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Jennifer Burdette
Field Office: Raleigh Re ulatory Field Office
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward. This the 3I S f day of
- h NV/n(
This notification supercedes any previous correspondence concerning the agent for this project.
SSA-
PRINT Owner's Name
O?Z4- *
,lot ow:
PERTY Owner's Sig e
Cc: Mr. John Dorney
VCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
972 Trinity Road ? Raleigh, North Carolina 27607 ? Phone: [phone] ? Fax: [phone]
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Q?Q 9pG WEltiam G. Ross Jr., Secretary
(3` r-%2 2 T7 r North Carolina Department of Environment and Natural Resources
? .? Alan W. Klimek, P.E. Director
Division of Water Quality
March 11, 2005
DWQ Project # 05-0284
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Community Alternatives for Supportive Abodes
Post Office Box 12545
Raleigh, NC 27605
Subject Property: Oak Hollow - HUD Families at Home
REQUEST FOR MORE INFORMATION
On February 15, 2005, the Division of Water Quality (DWQ) received your application dated
February 15, 2005 to impacting buffers to construct the proposed residential construction. 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/gr streams on the subject property.
Therefore, unless we receive the additional information requested below, we will have to move
toward denial. of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please submit a letter from DWQ that indicates the stream does not connect through this
crossing.
2. Parallel impacts to Zone 1 impacted by a sanitary sewer line require mitigation. Please
make changes to the PCN and resubmit.
3. Please explain how there can be no stream impacts for this activity.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
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
g RECEIVED ?taR 2 1 20 Nojtlt1i ro'J
401 Oversi hU ress Review Permits Unit ?vllfllCall1
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
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10 % Post Consumer Paper
Page 2 of 2
March 11, 2005
are not authorized (at this time) by the DWQ: 'Please call Ms. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter,
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBKlbs
r
cc: Eric Kulz or Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy •
Central Files
Shawn Guyer, Spaulding and Norris, 972 Trinity Road, Raleigh, NC 27607
,i
Filename: '05-0284 Oak Hollow HUD Families (Wake) On Hold

SPAULDING & NORRIS, P.A.
Design Consultants
972 Trinity Road
Raleigh, North Carolina 27607
Transmittal
Date: 02.15.2005
TEL [phone]
U FAX [phone]
f try S rQ[;7
DENR - i?L",1t i,: LU'.LITY
Job ??iBM 'Ds ;41-Q 3il "iA7ER ERA1dCN
To: NC Division of Water Oualitv. Central Office
2321 Crabtree Boulevard
Raleigh, NC 27604-226o
Attn: John Dorney
Re: PCN Application for Oak Hollow - HUD Families at Home, Raleigh, NC (Wake County)
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
02.1 .200 Completed PCN Application Package
Transmitted for:
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Mr. Dorney - Please find attached 7 copies of the completed PCN Application for
the Oak Hollow - HUD Families at Home nmiect. located in Raleieh_ NC:_
Please feel free to contact us if you have any auestions_ Thank vol.
CODV to: x?.
S lawn Guyer
Civil Engineering & Planning
February 15; 2005
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604 - 2260
Re: Pre-Construction Notification Application Form for the Oak Hollow - HUD
Families at Home Project in Raleigh, North Carolina (Wake County)
Dear Mr. Dorney,
Attached is the completed PCN Application Form for proposed Neuse River Buffer
impacts required for Oak Hollow (PIN 1723-47-2891) in Raleigh (Make County). The
site covers 1.69 acres, on the south side of Sungate Boulevard, east of the intersection of
Sungate Boulevard and Sunnybrook Road and is in the Neuse River Basin. A site plan
labeled "Oak Hollow - Neuse River Buffer Impact Map (Drawing Sheet IVL-1.0)" is
attached to illustrate proposed Neuse River Buffer impacts.
FEB ? S ?on.5
DENR _ WATEf? CUALITY
1rEN+t"DSAND STORAfOVATER BRANCH
The proposed Neuse River Buffer impacts in Impact Area 91 are:
Neuse River Buffer - Zone 1
Neuse River Buffer - Zone 2
Permanent Impact
0.0083 acres
0.0030 acres
Temporary Impact
0.0130 acres
0.0046 acres
Total
The proposed impacts are required for the installation of a sidewalk extension along the
existing street in order to provide pedestrian access to the site. The area where the
impacts are proposed has been disturbed in the past, during the installation of the existing
street and stream crossing and the vegetation currently consists of herbaceous plants and
grasses.
0.0113 acres
0.0176 acres
The proposed Neuse River Buffer impacts in Impact Area #2 are:
Neuse River Buffer - Zone 1
Neuse River Buffer - Zone 2
Permanent Impact
0.0019 acres
0.0174 acres
Temporary Impact
0.0170 acres
0.0036 acres
Total
0.0193 acres
0.0206 acres
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
The proposed impacts are required for the extension of the street Gild connection to the
existing sanitary sewer. This area was disturbed during the installation of tlic street and
,l:e.existing sanitary sewer and the current vegetation consists of herbaceous vegetation.
and grazscs.
The overall Neuse River Buffer impacts total:
Permanent Impact Temporary Impact
Neuse River Buffer - Zone 1 0.0102 acres 0.0300 acres
Neuse River Buffer - Zone 2 0.0204 acres 0.0082 acres
Total 0.0306 acres 0.0382 acres
Please do not hesitate to contact me if you have questions, comments or concerns about
this application. Thank you in advance for your time spent reviewing this permit
application.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant
Office Use Only: Form Version May 2002
USAC E Action ID No. DWQ No.
(il any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Community Alternatives for Supportive Abodes
Mailing Address: PO Box 12545
Raleigh, North Carolina 27605
Telephone Number: 919.754.9960 Fax Number: 919.754.9968
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: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawnnspauldingnorris.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with iespect to local
lanai,, rks 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: Oak Hollow - HUD Families at Home
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1723-47-2891
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take Poole Road west from the
intersection of Poole Road and Interstate 440. Turn right onto Sunnybrook Road. Turn right
onto Sungate Boulevard. Entrance to site is first right turn.
5. Site coordinates, if available (UTM or Lat/Long): 78.58047 West (Lon ig tude),
35.77778 North (Latitude)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1.69 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Crabtree Creek (Stream
Index # 27-33-(10), Classification C;NS)D
8. River Basin: Neuse (Subbasin 03-04-02)
(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 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site land cover is comprised primarily of undisturbed
mixed hardwoods. The site is surrounded by undisturbed areas and residential areas.
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the development of multi-family HUD homes and the associated
infrastructure, including: roads, water supply, and sanitary and storm sewers. Equipment
used will include, but is not limited to, trackhoe excavators, bulldozers, rollers, asphalt
pavers, and other grading and road construction equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a development of multi-family homes.
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 jurisdictional determinations or permits have been requested or obtained for this project
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.
The owner does not anticipate any additional permits for this site.
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
Page 7 of 13
plan. All wetlands and waters, and all streams (intermitteiit-.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. i l.otographs may be
iacluded at the applicant's discretion. If this proposed impact is strictly for weila,:d- 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: The proposed impacts include
minor impacts to Neuse River Buffers resulting from the extension of a street and sidewalk and
the installation of a sanitary sewer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvw%v.fc-nia,gov.
'** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None delineated
Total area of wetland impact proposed: None
Page 8 of 13
3. Individually list all intermittent and perennial stream u..racts below:
Stream Impact
Siic Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name;' Average Widii,
of Stream
Before Impact Perennial or
;n*ermittent?
lease's ccif
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us,s.aov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., ,vwwjopozonc.com,
Nvw"v.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: None
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Wat)
(if applicable) Type of Waterbody
(lake, and estuary,
bay, ocean, tc sound,
None

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
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:
Page 9 of 13
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed Lupacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed project involves the extension of an existing street stub, a connection to an
existing sanitary sewer line, and the extension of a sidewalk along the existing portions of the
street stub. These improvements are all necessary to gain access to the site. The majority of the
proposed Neuse River Buffer impacts associated with this project are located within the right of
way of the existing street stub or in the sanitary sewer easement. These areas have been
disturbed in the past and the land cover currently consists of herbaceous vegetation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strm.izide.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,
Page 10 of 13
preservation mechanism (e.g., deed restrictions, . conservation easement, etc.), and a
description of the current site conditions and proposed meiir_-d of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for the site. _
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page I 1 of 13
X. Proposed Impacts on Riparian and Watershed Bui:-s (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 prujcct. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 (446 Perm) (1,307 Temp) 3
2 (892 Perm) (359 Temp) 1.5
Total (1,338 Perm) (1,666 Temp)
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
No buffer mitigation is required for the proposed project.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There are no existina impervious surfaces on the site. The proposed Droiect will include
approximately one acre of impervious surfaces, from buildings, sidewalks, parking areas travel
lanes, and the street extension. The street extension will not only access this site, but also two
adjacent sites, while also providing a connection to property to the south. Stormwater from the
Page 12 of 13
site will be treated within a bioretention area i5cfnre passing into a dry detention pond.
Stormwater leaving the dry detention pond will be released into a level spreader, which will
provide diffuse flow through the Neuse River Buffers. Stormwater fic:rn the street extension will
be released through a level spreader, providing diffuse flow through the ideuse River Buffer.
Oak Hollow - Grading, Drainage, and Erosion Control Plan (Drawing Sheet - C-4) shows the
storm drainage and treatment structures and associated calculations.
XH. 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.
Wastewater generated from the proposed project will be collected by the City of Raleigh
Sanitary Sewer System and treatment will be provided at a City of Raleigh Wastewater
Treatment Facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Oz/ t 5 / uOo5
Applicant/Agent's Signature _ ? . Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
•. -T
_ SPAULDING &: NOR-7 , PA
Land Piaz iPe: - Civil Engines:- - Environmental En&ccring
AGENT AU i rORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: CAsA - CoMMLttJ<1?1 A?-`cEQ?JA?LVES ?0?2 Suppo?i?E 440LE'-,
Address: F -t>- Ba'c. L?c,-fS
P-P'I.ELCort rJ L - Z-1 Laos
Phone: C a 19, -L 1; + 9 g to o
Project Name/Description: ohm
Date: zl k s) 05
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Jennifer Burdette
Field Office: Raleigh Re nlato!y Field Office`
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
info ion in support of applications, etc., from this day forward. This the day of
This notification supercedes any previous correspondence concerning the agent for this project.
(! As AC
PRINT Owner's Name
?4 * ewr+
PERTY Owner's Sig e
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
972 Trinity Road ? Raleigh, North Carolina 27607 ? Phone: [phone] ? Fax: [phone]
raga t ul 1
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ological Survey SCALE 1:24 000
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dings are shown FOR SALE BY U. S. GEOLOGICAL SURVEY
DENVER, COLORADO 80225, OR RESTON, VIRGINIA 2209
7m A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE
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WAKE COUNTY. NORTH CARO
DWQ# c 1 5-
AM,
Date - -7?>h
Who Reviewed: Plan Detail Incomplete
? Please provide a location map for the project.
A Please show all stream impacts including all fill slopes, dissipaters, and bank stabiRzatie 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.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
- -? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater.management practices as required by GC
AW
? Please provide detail for the stormwater management practices as required by GC
'? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
V.
? 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 adsiitional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $. This additional fee -must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
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 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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~ ~ / ~ / / ~ o ~ R TD INSTALLING ANY OTHER EROSION CONTROL DEVICES, ~ ~ ~ ~ \ \ / FOR DN SITE INSPECTION PRIG (p
- / / / / i / / 9 t c ` \ \ ~ 2. OBTAIN GRADING PERMIT FROM THE CITY OF RALEIGH, y N O
~ ~ ~ / ti m \ ~ ~ F LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING C ~ 01
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V / /i' ~ ~ / ~ n ~ / / / / / i 2°. r~is~•~• / / / a r~ \ ~ ~ ~ / o? Ns c j ~ ~ / 7. BEGIN CLEARING AND GRUBBING, MAINTAIN DEVICES AS NEEDED.
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I / ~ / I I, yy~r / / / / / / / . _1,. ~ ~ 8. BEGIN ROUGH GRADING THE SITE AND BEGIN INSTALLATION OF THE RETAINING WALL. 0 ~IMITS OF` ~ O
- /i tit / ; _ , / ~ ~ DIS BANCE ~ ~ g ~ ~ 9. BEGIN CONSTRUCTION ff BUILDING PAD. - - ~ ~ ~
~ . • i ~ / 2~~ ti~ / ti°` ~ / 250 / i ,:ti;~' ' ~ 6 / ~ \ c , ~ lO.INSTALL DRIVEWAY OFF OF SAMUEL STREET AND BEGIN GRADING OF PROPOSED PARKING LOT. C \ ~ O
250 r'~. ~ - _ ~ ~ / ~ Q---_ , \ \ ~ ~ _
_ / / ~ 11, MAINTAIN POSITIVE DRAINAGE IN TEMPORARY DIVERSION DITCHES AS GRADING CONTINUES, a \ \ ~ /
\ ~ . , o ti~ ~ s / 12, CONTINUE FINE GRADING DF SITE. BEGIN CURB AND GUTTER INSTALLATION, CONTRACTOR MAY BEGIN
\ ~TEMPORARY~SILT/ ~ UTILITY INSTALLATIONS AT THIS POINT. 'h'` ~ TREE NCE
~ ~ IUD 3i • PORARY DIVER , .i'~~ ti~ / i POD ~ / DITCH ti ~ 13. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH ~ .,1 S LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15> DAYS OF COMPLETION OF ANY
9ti \ ~ PHASE OF GRADING.
~ \ J ~ ~ 1 231 / J ' ~ ~ ~ N TRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, ~ ~ ~ ~ / 14. IF IT IS DETERMINED DURING CD S
\ \ / ~ ry ti P OTE ON 0 TOR ~ 5,•. ti'~.~ ~ DESPITE PROPER IMPLEMENTATI~I AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TD TAKE _ _ ~ ~ ~ ~ ADDITIONAL CORRECTIVE ACTION.
\ \ ~ ~ TYP ~ NAGE ~ A / 2q0 ~ ~ \ _ ~ / ~ / _ , _ no i ~ ~
r ~ ~ 220 ~ ~ NLET 0 C - - + ~ N tip` ~ ~ ~ ~ ~ r 15. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTIUI PROPERLY.
~ \ ~ ~ / / / ~ ~ y / / ~ ~ 231 20' STORM 1 N s-- ~ \ ~ ~ ACCUMULATED SEDIMENT FROM THE TRAPS MUST BE REMOVED WHEN IT REACHES ONE-HALF THE DESIGN \ , ~ ~ TH WA HED STONE AT THE OUTLETS MUST $E REPLACED WITH CLEAN STONE ~ ~ 1 DEPTH ff THE TRtiPS, E S
\ ~ ~ / / / DRA / ~ ~ O 232 - ~ WHEN IT BECOMES CLOGGED WITH SEDIMENT, SILT FENCING SHLL BE INSPECTED AND CLEANED DF ~ ti~ \ ~ ~ SEDIMENT AFTER EACH RAINFALL.
• - - / / / ro~ 23a -EA ENT ~FFE=242.20 \ \
/ / 45 ~ _ ~ / qr ~ i 2 ~ - - I / / / ~ U 2003 1/ " ~ ~ 16, COMPLETE FINAL GRADING ff THE PARKING AREA AND STABILIZED WITH GRAVEL AND PAVEMENT,
ti \ \ / ~ ~ N ~ 17. COMPLETE FINAL GRADING ff ALL SLOPES, LANDSCAPE AREAS, SVALES AND PERMANENTLY VEGETATE.
-225 - ~ a / ~ a / t t.. ~ IB.CDNTRACTOR TO CLEAN SEDD~NT OUT OF POND AREA AND SHOULD INSTALL THE RISER/BARREL
- - Imo- BIORE TION ~fF'E= 40.06 / { / TEMPORAR ''w EA OAZ FFE=240J.3- / ?p- 4 - ~ STRUCTURE AT THIS TIME.
_ ~ UNIT, i / r SEDIMENT TRAP / r,~ C~ U IY / , r • - ~ ~ ;;j:: i s / \ ~ i ~ ~ 19. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR AN
/ \ I _ / / ~ ~ " - ~ ; AREA ~ : 1 i / F,6E 2}.00 CB ~ c;. ,P- 250 ~ - ~ \ INSPECTION BY THE ENVIRONMENTAL ENGINEER. z ~ ~ 0 '4 \ \ ~ a ~ ~ to ~ w
i ~ \ ~ PPR VED REMOVE TEMPORARY DIVERSIONS SILT /TREE FENCE SEDIMENT TRAP, ETC., " r Q ° o ~ ~ ~ z ' y` 20. IF SITE IS A D ,
/ / ~ - - STORM / ~ ~ ~ ~ / / ri l' r / i BRAIN ~ - ~ ~ w / t /x / / ~ ' N / TOd~ N ~ AND SEED OUT DR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION ~ Q N ti ~ ~ z ~ 'm \ ~ CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. ~ w x ~ ~ ti ~ Q
- EASEM€NT / H D 2 0,~ • ~ ; ~ { 7 1.50 - ~
~ ~ ~ 21. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE CITY OF _ S \ ~ AIN A CERTIFICATE OF COMPLETION. Q ° zo ~ '4- a \ \ \ ~ RALEIGH ENVIRONMENTAL INSPECTOR. OBT ~ a ~ o ~ a a
7 C ' DISTI1R67~{CE / n 9 - ~ ' ~ ~ eater / ~ AP
N ~ r ~ ~ / ~ • 25 J - _ _ - z~~ - ~ , ~S, Q `r' TEMPORAR 1T/~ / i / RETAINING-WALL ? / - 5 \ ~ ~ ~2 \ ~ PIN E ~ \
\ ~
~ - ~ ~ SF F I / ' ti"° 5 eo•:,ate / - - - \ \ EROSION CONTROL NOTES
F I GRASS SW 2 a~ / TREE PI :r ~ ~ / M / / ~ ~ fir, / - Z TREE PROIECTI4AL ~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 1MTH THE CITY OF RALEIGH
/ ti n 'z4~.ao / - FENC11 ~~(np ~ STANDARDS AND SPECIFlCATIONS. Q ~
ti ~S / _ ~ / / / / ~ _ TEMPOR~A Y-BtGERSION i , •,':;1 /.i' ' 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS J
~ / ~ _ ~ 240- DITCH TYP / / -t 1rys4a7o - / ~ r-' / ~ PRIOR TO ANY WORK. / 60' ~2 3. ALL DISTURBED AREAS AND CUT/FILL SLOPES SHALL BE VEGETATED WITHIN J
o - - ( i A ~ - ti / / ~ / ~ / 15 DAYS OF AF ANY GRADING.
1 i s+oeo / ASS SWALE / / f , PO ARY T ( , 41.35 / - / ~ ~ / M_USTAN~ COUP; LLC / ~ w / ~ TEMP,O~ARY I RSION ~ 0 ~ ~
- ' / / G ~ - - 1723-37-75~ / CH / / DISTURBED AREA -1.79 AC
~0 1 / EX~R ~ ~ 1723-47-0585 "(PORTI }f ~ ?ir z / / / / / / s 4. SEE SHEET C-8 FOR BIO-RETENTION DETAIL. ~
e - I N / 40. ~ ~ / / ~ ~ 1`~- --173=4~-2i~9.1_ (~3RT 0 a / / O O 5. SEE SHEET C-9 FRO TEMPORARY SEDIMENT TRAP DETAIL AND SIZE. ~ Z
o 1 / / R DB 2004 PG~5 / ~ / / / Q V
ce %r'• / -245-' '1'8'~'AC / 's /x / / / /
a ZON 0&I UD / / ~ ~
/ / ti g / / A 4 5 LEVa sPREAUERS ~ ~ ~ p ~ ~ .i ~ ~t~ i ~ 2
- 715- / / 25 - 1-- / RASS SWIiLE ~ ~ ~ ~ G ~ / MARY DI SfON / C 9 0 RETAINING WALL O r. , ~ ~
- I / / / / ~ ~I _ _ f / / / DITCH (T`) ~ 0(10; o~ LEVa SPREADER TIN " ~ ~ ~ ENTRANCE v1DTH EXIT WIDTH ELEVA 0 S ~
` ~ / I , / x / ~ ~N /F / owurucE sral~ scna~ r : ccFS~ ~ V W POINT TOW BOw O \
~ - / ~AMES HARVE~CARTER FES-13 317 V w 317 42' IO' unuTY INSrALLAnoNS AND oTHER Puauc V
~ 25 / PIN: X2310-47-4286 DRAINAGE SWALE AND LINER CHART A 2420 2420
:::::::~t::::-::: _ ~ . ' / / / / /DB 2006 PG 548 241.3 FACILITIES N4CLUDg4G ~SiRUCTED ON At1N~sTREETS Y B 247.0 RAMPS ARE TO BE CON AS SPECIFlED BY qTY CODE. THESE FACILJTIES Q C 249.4 20.5 HAVE ef~t+ AppROVEp BY THE CITY oP RALEIGH 3 Q
x WI E FENCE LINT` ~ B C ~ / ZONED: R-20 (CUD) / x ~ ~ / DRAAIAGE gUNF1 BOT. SDE DE9g1 1EIpaRARY PEAIIANENT AND SMALL BE SO INSTALLED UNLESS A CHANCE D 251.6 239.0
SET ~ ~ / s~ i / / / / WlflirlAl MA1EAIliI OUTLET PROTECTION IS AUTHORIZED BY wRIrIEN APPROVAL PUBLIC Z ~ 0 E 254.5 254.5 SAfMTARY SEWER EASEMENTS ARE TO BE RECORDED
/ i-` ~ i / ~ ~ OU7LET PII / OUTLET / x , DIAMETEI OUTLET PIPE PRIOR Tb FlNAL ACCEPTANCE. ~ YELOgTY PAD DIENSTIONS l~ ITLET DIAMETER Rl°-RAP 1TPE
/ ~ / 1 0 3/1 1.0 ~1TE NET ptASS IN1(IURE ~ INCHES' ~ INCHES x rC x 1HIg0ET5'~ SIGt1ATURE: Q ~ ) ~
~ / / / / ~ ' / ~ i 2 0 J/1 Q5 STRAW W/ NET GRASS INXIII~ FES-6 15 :S-6 15 5.2 CUSS A 5 x 3.75 x 12 CHIff ENGINEER w
/ ~ ( / 3 1.0 STRAW W NEf GRASS YOrn)RE FES-8 15 r / 0 3/1 / 15 CLASSB 7.5x3.15xt8 S-8 8.2 DIR. OF PUeuc ultunEs
~ FES-13 15 j ~ 4 0 y 1.5 STRAW W NET GRASS 1i0(illRE CLASSA 5x3.15x12 :5-13 15 4.0 TRAFFIC ENGINEER ~
i ~ / CONSERVATKMI ENGINEER
Q
N60D NCE LI ES k
1 CUD 0&I 1
Location PIPE DA A GRAPHIC SCALE
Area Total O (inlet) O (Total) Slope Theor. Size Pipe Length Upper ~`I ID Invert nth Upper Lower Upper ~ 0 13 30 80 120 t1 Invert Invert Rim EI.
R 2~ lJU From To (ac) Area (cfs) (cfs) {ft./tt.) Size (in.) (in.) Material (feet) f a. f . ft. f 235.95 235.25 239.25
-x_~x-~- N/F CB-1 CB-2 0.24 0.24 1.53 1.53 0.0105 8.6 15 RCP 57 235.85 DORIS C. AVERY CB-2 CB-3 0.01 0.25 0.02 1.53 0.0100 8.7 15 RCP 35 235.15 235.15 234.80 239.70
no • r•o.i non n as nor, ~ ~7 A n151 9 8 15 RCP 26 234.70 234.70 234.30 238.50 ! to y+e+ti'm 1
LOT 1 CB-4 MH-5 0.17 0.62 0.08 3.29 0.0111 11.4 15 RCPIHDPE 18 234.20 234.20 234.00 238.25 % uQ yr L I
PIN: 1723.10-37-7219 MH-5 FES-6 0.00 0.62 0.00 3.28 0.0106 11.5 15 RCPIHDPE 33 233.90 2 3 3.90 2 3 3.5 5 23 6.5 0 1 inch = 30 ft L~;PE-,ssingn& AWING IS THE PROPERTY OF:
DB 5621 PG 405 DI-7 CB-4 0.15 0.15 0.55 0.56 0.0094 6.0 15 RCPIHDPE 48 234.75 234.75 234.30 238.25 Spaulding & Norris, PA C-4
BM 1993 PG 595 DI-9 CB-3 0.03 0.03 0.18 0.18 0.0313 3.2 15 RCP 32 236.00 236.00 235.00 239.50
CB-10 CB-11 0.54 0.54 2.30 2.30 0.0050 11.6 15 RCP 36 218.65 be reproduced or copied in whole or in part without 2, :.6 5 21:.4 7 221 .65
CB-11 MH-12 0.20 0.74 0.89 3.18 0.0050 13.1 15 RCP 12 218.37 21 37 21 31 221. 6 5 FOR REVIEW ONLY" om Spaulding & Norris, PA. This drawing is not fir M a 218.21 217.64 224.00 NOT FOR CONSTRUCTION any other project and is t0 be returned to
MH-12 FES-13 0 0.74 0.00 3.17 0.0050 13.1 15 RCPIHDPE 114 218.21 Norris, PA, upon request. it 477-03]

` / / / ~
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N~ ~ i PERMANENT NEUSE RIVER BUFFER IMPACT -ZONE 1 ~ N
5~ ss a Accumulated Area: 362.96 SQFT (0.0083 Acres)
G~'' . ' STREAM I
J PERMANENT NEUSE RIVER BUFFER IMPACT -ZONE 2 ^ d'
TOP OF BANK /00 ` 0 Acres O ~ Accumulated Area: 132.25 SQFT (0.003 ) o0 t0
Ss ~ -
TEMPORARY NEUSE RIVER BUFFER IMPACT ZONE 1 ~ N
.5 Accumulated Area: 567.34 SQFT (0.0130 Acres) c U p ~0.. ,0 0 0
ZO' SAN. SEA EASE ~ ~ - 2 0 k TEMPORARY NEUSE RIVER BUFFER IMPACT ZONE ~ ~ 0 0
SS CENTERED qi LNG y ~ Accumulated Area: 200.38 SQFT (0.0046 Acres) 0 ~ ~ c o
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i- ~ c ss / ~ ~ 1 ROAD GRADING STORM DRAINAGE, AND SANITARY SEWER c~ 0 I y ~ Z d,
s ~ ~ 1 ~ ~
s~ / ~ / a / 1 1 /N ~ ~ % ~ NT NEUSE RIVER BUFFER IMPACT -ZONE 1 ~ ao PERMANE t
~ i / ~ ~ ~ ss ~ ~ 1 ~ ~ ,c / / 1 Accumulated Area: 83.45 SQFT (0.0019 Acres) Orn
-
/ ~ ~ / . ~ ~ ~ PERMANENT NEUSE RIVER BUFFER IMPACT -ZONE 2 0 O ~
. ~ ~ i ~ ~ ~ Accumulated Area: 759.56 SQFT (0.0174 Acres) m c
. ~ i ~ ~ ~ TEMPORARY NEUSE RIVER BUFFER IMPACT -ZONE 1 0
Z Z ~ 1 i ~ ~ ~ ~1 a Accumulated Area: 739.35 SQFT (0.0170 Acres)
~ /
- / ~ ~ /i TEMPORARY NEUSE RIVER BUFFER IMPACT -ZONE 2
~a~ ~ ~ ~ ~ , ~ , ~ / ~ Accumulated Area: 158.48 SQFT (0.0036 Acres)
:EEK ~ ~ ~ ~
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~ ~ COMMUNI ~ a ~ UNIT ~ o , / ~ ~ ~ AREA ~ o V
~ ~ ~ 1 ~ ~i X ~
v ~ ~ 1 / ~ o ~ ~ ~ 1 ~ -ZONE 1 Q Q ~ PERMANENT NEUSE RIVER BUFFER IMPACT ~
a ? ~ / ~ ~i E i ~ ~ ~ Accumulated Area: 446.41 SQFT 0.0102 Acres ~
- ~ HUD 2003 / ~ ~ ~ ~ ? i ` s.i i ~ i o ~
o BLDG 3 ~i ~ ~ I ~ ? i ~ ~ 2 w
~ ~ i~ r ~ I ~ .l ~ ? ~ 1 1 ~i ' NEUSE RIVER BUFFER IMPACT -ZONE 2 ~ l~ PERMANENT
~ ~ ~ 2
o ~ ~ ~ ~ ~ mutated Area: 891.81 SQFT 0.0204 Acres o J Accu ~ m
r ~ U
O
E ~ ~ 1 PORARY NEUSE RIVER BUFFER IMPACT -ZONE 1 Q TEM 3
Ol _C p1 1 ~ Accumulated Area: 1306.69 SQFT 0.0300 Acres i
3 o ~ ~ W
~ ' J Q
o r C RY NEUSE RIVER BUFFER IMPACT -ZONE 2 ~ TEMPORA J
1= w
1 o f ccumulated Area: 358.86 SQFT 0.0082 Acres A Z
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li

W I-
• / ~ ~ I 0
EROSION CONTROL LEGEND ~ ~ / / ~ / ~ ~ ~ NG CALCULATIONS NITROGEN LOADI / .i
/ , E- i/~~ / , col
SILT FENCE TC TOP OF CURB ~ / R ~ R \c \ l / , mrxrnmmnaDSr+oRSla~Tea ,vra.Nma;a, larDSrartsloreraTeelaxal+: . X20 /
BC BOTTOM OF CURB / / TEMPORARY DIVERSION DITCH ~ -f- \ ~ ~ Aged orctcloMlrardrbneeoraalaoad caalmaefy PBt Aged Orcliiow0~lofelad9>teederl CAoi~asbr ~ Rajed?h midi Cted®dby RgedNx 4!1-03 gtedrdbl
S TW TOP OF WALL ~ / ~ / Fi ~ / I I ore ,t~eta5 wpm rm~ r,r ore zr,lena5 2 Laatim Imrde rlc ~ ? O
-;r-~-U- SILT/ TREE FENCE BW BOTTOM OF WALL c3 _ - - 715 tB w w ~ 715 - ~ ~ c+l r~ t~ w w I
s. r1 ~ ? s 1 y - TOS TOP OF STEP / ~ 7 ~ 1 Tue~t TM~~~ TrlB~ort 1NBpalgrtaia ~ TEMPORARY SIL~ ( ~ Typealraca. are. arlbbn uee TIIBpaRfmm T?galaidoar 9rhee arnd.t 1Ye TNEyat~an j
LIMITS OF DISTURBANCE 1~1 ~ ~ - - - - - - ~ ~ EE FENCE ~ t~r1 rows ro~ ro~ ro~ e¦ ar~udehebed A'"""Ly '"'r°°"'°'°'°°° om as am Q
SW SIDE WALK 5 , P? ~ = N 2i7 \ (TYPr ate a6 a10 unoen FbmrrrJY eeread~rped t 0.45 I?""ey "°ved"~e~e° aa9 t2 an \ ~ a31 z ~
TEMPORARY CONSTRUCTION i ~ i ~ ~ euhoee Y~psMa¦arhoeelioe~,va~arB ~s (bed;pe+dr9
ENTRANCE / ~ l'' ~ ` , am z,z taore ue,dna,ers,,mapeea~e oae 2,s t.8N2 r \ j bb, di~eea/A P~ elc
• \ I rar t.m tasr rar me t.~ ' IEMP~RARY tae r~petlr9b a~ O
OUTLET DISSIPATERS / / / ti / o~ ~ ~ 55 \ J / LEVEL SPR~KOER a~eror~e Z ~ ~ /
V / / / ~ y' ¦ \ ~ TOfPlNIIDGeIISeONiLPAQlATD16 rorxrDrnmllalolr~rKatulors
0 / / \ Cru ~ +tllllllllflll 1 \ / Rejed dkltlo.IRetllbereolillerse aoq ~ ~ oeklbbnAlrGllbbBoReebO ~l ~\I ll
INLET PROTECTION ~ / 10 aee¦d lu mros aedmaq 1 \ ~w mrm ~ ere ~ „Febob I ~n rardtra ore tt~ebae Q.~•,......•s~~(.~y/l~~~i~
V ~ u / u IT~oT~j - - / ~ . /,~r~ 55 ~ ~ / / m ~ • / / / sru c ~ v ` ~ poredrrrwegnhrmrrrnne mp ~ aoredrwa~eroe.rreedr ast maux ~ Ov; d 2 .
i ~ ~ / / ~ 1 ~oYrar Taleehopnr~eew 00 v~; J, / 9iP1JpdB11PD TaYIMoPebb B,P NIYeOnewael~ TaYleeoOneoeB!P 9NTypIBiPD TrrlWepee MoB!F liiopn .J d. y1,
~ ~ ss P ~ / / / / 'fE)YIPORARY / / - \ - Q' ~ ? POSSIBLY REMQYED OR REDIRECTED ~++~e~e xi~ a rm rrerua aet to aes , U • r~
' V / ~ / 1 i ~ - ss - S ~ / / / / ANCE~ / c;,.eeeserr rm 3o ut ACV .~?2= ~ ~ YNTH FUTURE DEVE6ARl1ENT OF SITE. ~ y ~,.d' ~v: Q:
/ / /i ~ ~ J,-- / •Q 1 \ 0
~ / . / / r i, , MARY SILT/ / , N , \ rmiravpnbmoa.~ean 551 rurrsopsnsamoae~rem aee •y Cj~ . N ~ N ~ \ / / J l,,
x - i `S ~ / / 2151 ~T~E 220 ~ \ o \ o ~ \ \ `E?'ASA TdrNapsimedfmlorlerM t.tn rrrw~egnmrurmaneeare.,ne~~ Q Ihrllnl,+l+t \ 1723.10-472891 oeer ~r• tlotem ~
- SS's _ / ~ / • / `-f'~) / ~ \ ~ PIN . ar r,e„e. Ixwir ~ 7 P 2763 ~ \ X1089
/ / / / ~ ~ / ~ t \ ~ ZONED:~R=20 (CUD ~
\ ~ ~ / / 2~ to .rX/ N ~ \ ~ / o~ 1 \ ~
/ 2 z \ ~ \ D H
/ , ~ / /~i • 228 £ N TI R ~ ~ \ r\
1 /i / / / 230 - MH \ \ ~ 1. INSTALL SILT /TREE PROTECTION FENCING AND CALL CITY ff RALEIGH ENVIRONMENTAL INSPECTOR O ~ 12 ~ . FOR DN SITE INSPECTION PRIOR T1] INSTALLING ANY OTHER EROSION CONTROL DEVICES. (0
~ / / _
~ \ ~ PERMIT FROM THE CITY OF RALEIGH. N N 01 c ~ ~ 2. OBTAIN GRADING ~ ~ \ \
A - ~ AND DEPTH OF EXISTING UTILITIES TD AVOID CONFLICT DURING C ~ 0 ~0.. 3. CONTRACTOR TO VERIFY LOCATION 0 0 C
_ ~ / / / i ti. / / / / 228.50 \ INSTALLATION DF EROSION CONTROL MEASURES. w++ 0.,, \ ~ ~ ~ ~ X
' \ / T MPORARY 0 ~ 0 O - - ~ 4. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE, REMAINING TEMPORARY SILT FENCE, E rn L ~
_ i / ; / i C~ ~ / / ; -:-i / ~ ~ Bc=2zs.z 811 ,2 ' ~ ,cam 2 / / / ~ /j' j•' ti9 ~ B D m t ti`~-- DIVERSION DITCHES AND SEDIMENT TRAP AS SHOWN ON PLANS, NOTE THAT THE BID-RETENTION AREA C ~ 0 z~. ~ ~ IS TD BE UTILIZED AS THE SEDIMENT TRAP DURING GRADING OPERATIONS. CLEAR ONLY AS NECESSARY 0 V ti'~-- ~ ~ ~
~ - - / TD INSTALL THESE DEVICES. U C O / `r ~
~ - / ~ -n N / / / ~ k 0 t` ~ ~ ` S.CDNTRACTT]R SHALL INSTALL THE MOST NORTHERN TEMPORARY DIVERSION DITCH TD THE SEDIMNNT C ~
- ~ ~ / , / • =229 / \ 3 TALLED. ~ 0 tazaa. ~ TRAP UNTIL THE STORM DRAINAGE IS INS
/ / BC ~ / / / i ~ ~ i ~ N ~ Z •r b / \ / 6. CALL THE ENVD20NMENTAL INSPECTOR FOR AN DN SITE INSPECTION AND OBTAIN CERTIFICATE DF m 01 ~
~ i / o V ' ~ ~ r~ • ~ • 29.30 F v~ ~ I ~ rl / / / ~ ao OF. ICE n'l „1 ti ~ ~ ~ COMPLIANCE. ~ " OO ~ ~ ti \ t
~ ~ / , / / BC-229. - i \ ~ o: / N AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ,i-- ~N - c / ~ \ ~ / 7. BEGIN CLEARI G m Of
n ~ ~ / / / / 22x,00 w M \ n \ \ NG WALL. 0 'L ~ B. BEGIN ROUGH GRADING THE SITE AND BEGIN INSTALLATION ff THE RETAINI Of
~ / i' ~ 9.5B~ ~ 61 ~ / / / ~ / BCr ~IMITS OF`. ~ ~ ~ ~ DIS BANCE
0 ; , ~ 1 . ~ ~ / . / rc=230.$0 ~ ~ ~ 9. BEGIN CDNSTRUCTIDN ff BUILDING PAD. 1 ~ \ c
, , - ~ / ~ ti~~ ti~ i / 230 10. s ~ ~ £ w ~ ~ ~ lO,INSTALL DRIVEWAY OFF OF SAMUEL STREET AND BEGIN GRADING OF PROPOSED PARKING LOT. 0
_ i ' ~ / ~i' ~ r ~ ~ rc=z3oso /30 / z3c.2 ~ ~ ~ _ N \ ~ t ~ ~ ~ ITIVE DRAINAGE IN TEMPORARY DIVERSION DITCHES AS GRADING CONTINUES, ~ 11. MAINTAIN PDS
. X_. / r / BC=230.00 2 c~8 / ~ ~ ~ / .60 / ~ 23D.25 / ~ ' \ ~ / ~ ?g 228 2 \ \ ~ ~ N CURB AND GUTTER INSTALLATION. CONTRACTOR MAY BEGIN
6 r \ / \ ~ / O `L'L ~ `Lti ti ~ ~ / 230.6 0 ti"~ _ ~ / 12. CDNTINUE FINE GRADING OF SITE. BEGI \ \ ~ / UTILITY INSTALLATIONS AT THIS POINT.
b / ~ ~ D , PORARY DIVERSIO - ~ TEMPORAR'~.SILT/ '^s g~ ~ 1 ~i1 EE~FENCE ~ 3, STABILIZE SITE AS AREAS ARE BROUGHT UP TD FINISH GRADE WITH VEGETATIDN, PAVING, DITCH
/ ~ - DF~EN SON I / ~ / j P0. D rc=z3;.~i DITCH TYPj"" rc=z31. ti ~ ~ ~ 1 NGS ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15> DAYS OF COMPLETION OF ANY ~ ) ~ LINI ,
KCAL ` W \ • ~ / r ~ ~ ~ / Bc=23o. f~ ~ 0 ~ I s o. ?t . . / ( i ti i a ~1 ~ 231 ,yti \ ~ ~ ~ PHASE ff GRADING.
7-^ fv ~ , 4'• i ~ titi ~ o lit--~~l. \ \ ~ / ~ / ~ I ti i 23 s ~ ~ / 14. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, t : ~ ~ TAKE
\ / ~ 1 ti ti P OTE ON /10 TORM 5 \ \ ~I' / f np ~ NAGS ~ A -g5 / 40 2 ,2 ry+",~ ~ ~ DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO ~ ~ ADDITIONAL CORRECTIVE ACTIDN.
/ l ~ 231. . ~ ~ / - ~ ~ ~ \ FUNCTD]N PROPERLY.
\ ~ ~ ~ / ~ 2~ ~ J1`~ NLET P 0 C Nr N ti'p``- ~ ~ ` / 15. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SD THEY CONTINUE TO ~ ACCUMULATED SEDIMENT FROM THE TRAPS MUST BE REMOVED WHEN IT REACHES DNE-HALF THE DESIGN
~ i ~ ~ ~ ~ / 231 i / 20' STORM 1 , ~ ~ DEPTH OF THE TRAPS. THE WASHED STONE AT THE OUTLETS MUST BE REPLACED WITH CLEAN STONE
_ ~ / ~ i 232 ~ ' ==242.20 ~ ~ ~ ~ H IT BECOMES CLOGGED WITH SEDIMENT. SILT FENCING SHLL BE DVSPECTED MID CLEANED ff - ~ ~ ~ WEN ti ~ ~ ~ SEDIMENT AFTER EACH RAINFALL.
- / ~p ~A ENT ~ L / 'ry 234 / / ~ ` ~ \ ~ TABD_IZED WITH GRAVEL AND PAVEMENT. \ ~ 16. COMPLETE FINAL GRADING ff THE PARKING AREA AND S
~ \ ry \ N \ ~ WALES AND PERMANENTLY VEGETATE.
~ / / / 1 U 2003 ~ _ _ 5 _ - - _ ~ / / ~a r,° ' ~ B L G 44132 / / 17.CDMPLETE FINAL GRADING DF ALL SLOPES, LANDSCAPE AREAS, S
b3 ~ N ` \ ` '~f ~ 18, CONTRACTOR TD CLEAN SEDB4ENT DUT ff PQiD AREA AND SHOULD INSTALL THE RISER/BARREL
- - I ~ BI TN~1 ~fFE= 40.06 ~ j / ~ p N / / CA2 FFE=24013- / ? .,;~.1,. ~ t,;,;.:'~ ~ - TEMPORAR w H C / t Y ' ~ ~ ` ~ / \ - STRUCTt!<tE AT THIS TDE
/ - ~ I T TRAP J / CO UNIT ~ _ / ~ J- SED MEN I ~ U IY = w / - AREA ~ / g: - `(9 ~ \ \ 19. WHEN COrISTttUCTD?I IS CDI~LETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FDR AN - ~ \ INSPECTION BY THE ENVIRONMENTAL ENGINEER. ~ a ~ w
/ ~=2¢.00 CB \ •~c; d~250 5 ~
/ STORM / ti ~ xi ~ ~ \ ~ 20. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSD]NS, SILT /TREE FENCE, SEDIMENT TRAP, ETC., Y ~ 2 o H o a o ~ ~ AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION
/ , - DRAINAGE / ~ t / a /x \ \ ~ CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. ~ w x u N ~ ~ Q X _"i O m¢ V¢ V 2 V ca
/ _ _ .EASEM€NT / h D 20~ i • • + - ~ 230.88 ~ 1.50 ~ ~ \ ~ \ TY OF Q . ~ a ~ w ~ 21. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FDR A FINAL SITE INSPECTION BY THE CI ¢ o o ~ ~ ¢ M
LIMITS a ~ ~ g / / \ RALEIGH ENVIRONMENTAL INSPECTOR. OBTAIN A CERTIFICATE ff COMPLETION, w a ~ ~ a \ \ ~
I / C ~ DISTURBANCE ! ~ M g ~ I~ 1 ~ B0' / ~ A~ \ \ X25 \ ~ PIN
~ t r - _ - 2~0. i ? ~ S O,C• . ~ -235' n / / RETAININ~•-WALL / E ~
- / / C I~ / / ~ / 2 ~ / w E~SHEET S-1 \ \
• ir/ ~ F F ~ GRASS SWAEE 2 / 1.n 1~ ea•2 / / - ~ ~ \ ~ zl EROSION CONTROL NOTES \
FA' ! a / ti ao- ~ / Z / ~ - - ' ~ ~ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH \ STANDARDS AND SPECIFlCATIONS.
l / ~ N 241.00 / 09' FG ~ .34 : aaz ~ / ~ ~
i F ~ ~ ~ ~ - - TEMPORA Y-B(GERSION i ~ . / 2. CONTRACTOR iS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS ~ - ~ PRIOR TO ANY WORK.
- ~ 240 ~ i.,to., 1o-24a7o •L~tP S / ~ F - , i h _L DITCH (TYP) ~ eo-.2 / 60 ' ISTURBED AREAS AND CUT LL SLOPES SHALL BE VEGETATED WITHIN 2 3. ALL D /Fl J
/ ~ / P 241.08 ~ / 240.88 'GRASS S ALE ~ 15 DAYS OF AF ANY GRADING.
P ARY S{tT i 41•~ / / / f / / - / / MUSTAtd~ ~R-OUP; LLC , ~ .r ~ TEMP,OkARY 1 SION f ~ ~
e- ~ --k'~N: 1723-37-75.1` i ~ / / 9.2 ETCH ( / / DISTURBED AREA -1.79 AC e / ~
85 / 1 EX!R ' ~ _ ~ 1723-47-6585 ~(PORTI~?NY ~ 2 / ~ ~ W / / ~ / / ~ / / ~ / / 4. SEE SHEET C-8 FOR BIO-RETENTION DETAIL. ~ O Q
e = ~ - - - N 24a ~ / / v ~ -JI 7~ 4~-_2$91 (-P8RTI0 w S`I'SA' / / / / / / / / 5. SEE SHEET C-9 FRO TEMPORARY SEDIMENT TRAP DETAIL AND SIZE. Ct: Z Q
~ ~ / / R ~I DB 20 ~,5 / , / / ~ ~e / -245 '1:8~-AC ~ / / / / / / V
a / (i / x / / / / / h ~ 41"i. a ZONE 0&I UD , ; / /
/ ~ / / B / / / A 4; O ~ ~
/ x - / ~ - 215- / / 55 LEVEL SPREADERS z
- L--- - / RA S ~ 2 f~ 7 S SWICLE /4 / G ~ / / ^1EktP~ORARY DI R / / 6 0 RETAA~ WALL
- I / / i - / ~ / ~i ~ 1 _ ~ _ / / / DITCH (T~'P) ~ LEVEL SPREADER ELEVATIONS ~ Q(1W ENTRANCE vIDTH EXIT WIDTH 2
c x DRANA(£ SwAIE St:C110N - / ~ i / ~ `'~l /F / OUTLET # LENGTH J V W ccFS~ POINT TOW BOB O
~ / ~AMES HARVE~'/CARTER FES-13 FES-13 311 4;?' 10' 3' V A 2420 2420 UTILITY INSTAIlATIONS AND OTHER PUBLIC
- 25 / PIN: X23.10-47-4286 DRAINAGE SWALE AND LINER CHART r .1...... Y. FACILITIES, INCLUDING SIDEWALI(S AND HANDICAP Y di ALL STREETS V B 247.0 241.3 RAMPS ARE lO BE CONSTRUCTED
` J ~ / ~ / / / /DB 2006 PG 548 I x , WI E FENCE LIN~ A e C AS SPEgFlED BY qTY CODE. TFIESE FAgUTIES Q C 249.4 240.5 HAVE BEEN APPROVED BY 1HE q1Y OF RALEIGH 3 Q
i ZONED: R-20 CUD) / / ~ ~ ~ T x / / / ol:~ aluN~L eor. s>~ g®ai ,E,poR,IR,~ PERMMETIT A gIANGE AND SHALL BE SO INSTAllED I1NI.ESS Z OUTLET PROTECTION D 251.6 239.0 IS AUTHORI~D eY rIRITTEM APPROVAL Pueuc ~ ~
INSE i / ~~E ~ ~ ~ E 254.5 254.5 SANITARY SEMER EASEAENIS ARE TO BE REt~ttDED (D PRIOR TO FlNAL ACCEPTANCE.
~ ~ / , / , swuF (Fl'1 ~Am+,u ?uloau ~ ~ x / ~ ounET ~ TLET WTLET PIPE yQ~ pAp 01EN90NS ou DIAMETER RP-RAP TTPE ' x w x TIIQOE55~ SIGNATt1RE J
PL ~ ~ 322 9 / 1 0 3/t 1.0 d1TE NET GRASS NIXIURE 1f LC. /W I °W / / ( ~ (INCHES) ~ Q 4;
/ ~ ~s 2 0.5 sTRAw w NEr GRASS ?~z1uRE ~ r 3 4 0 3/t / FES-6 S FES-6 15 5.2 CLASS A 5 x 3.75 x 12 CHIEF ENpNEER
~1 / r ~ / 3 0 3/1 1.0 STRAW w/ NET GRASS 10X1URE F1:S-e V F~6 15 &2 CLASS B 7.5 x 3.75 x 18 ~ ~ P~ UTAJIIES
36ACH~S ~ ~ FES-13 > ~ ~ ~ 4 0 p 1.5 STRAW w NET GRASS IIIXIURE FES-13 15 4.0 CLASS A 5 x 3.75 x 12 ENgtrEER ~
~ / ` ~ t i CONSERVATKIN ENGINIEER
Q
i , NOD FENCE LI~JES V
D 1 CU
~ 0 8c r GRAPHIC SCALE
Location P E DATA Total OF
` Area Q (inlet) ~ (Total) Slope Theor. Size Pipe Length -20 From To (ac) Area (cis) (cis) (ft.lft.) Size (in.) (in.) Material (feet) In CUD Length Upper Lower Upper ~ 0 15 JO 80 t20 (feet) Invert Invert Rim EI.
R ac. ~_x~----x-- N/F CB-1 CB-2 0.24 0.24 1.53 1.53 0.0105 8.6 15 RCP 57 23! tt. ft. f DRAWING 57 235.85 235.25 239.25
DORIS C. AVERY CB-2 CB-3 0.01 0.25 0.02 1.53 0.0100 6.7 15 RCP 35 23! 35 235.15 234.80 239.70 26 234.70 234.30 238.50 / ~ ~ ` SHEET
LOT 1 C8-3 CB-4 0.20 0.45 0.95 2.47 0.0154 9.6 15 RCP 26 23~ CB-4 MH-5 0.17 0.62 0.08 3.29 0.0111 11.4 15 RCPIHDPE 18 23~ 34.00 238.25 ` / 18 234.20 2
PIN: 1723.10-37-7219 MH-5 FES-6 0.00 0.62 0.00 3.28 0.0108 11.5 15 RCPIHDPE 33 23. 3 3 2 3 3.9 0 2 3 3.5 5 2 3 8.5 0 1 inoh = 30 ft THIS DRAWING IS THE PROPERTY OF:
na ~F~t Pr, any _ e~e,~~o~ .e .e ~a ~~a sn ~3a 25 0....1,7:«.. D. AT......:~ DA
VV vv~i v vv yrL ~v ..v 32 ` 236.00 235.00 239.50 apaululllg M 1,4Vlll~" i n V T
BM 1993 PG 595 DI-9 CB-3 0.03 0.03 0.18 0.18 0.0313 3.2 15 RCP 32 231 32 and is not to be reproduced or copied in whole or in part without
CB-10 CB-11 0.54 0.54 2.30 2.30 0.0050 11.6 15 RCP 36 21
CB-11 MH-12 0.20 0.74 0.89 3.18 0.0050 13.1 15 RCP 12 21 MH-12 FES-13 0 0.74 0.00 3.17 0.0050 13.1 15 RCP/HDPE 114 21 1 3 8 2 221 81 B . . 3 8 7 5 221818..431 1 2 22211 . . B 8 5 5 FOR REVIEW ONLY permission from Spaulding & Norris, PA. This drawing is not PROJECT NUMBER 114 218.21 217.64 224.00 NOT FOR CONSTRUCTION to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request 477-03