20041499 Ver 1_COMPLETE FILE_20070831

OWAT?9pG

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 4, 2004
North Raleigh Land Development Inc.
3404 Hackney Court
Raleigh, NC 27613
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1499
Wake County
Page 1 of 4
Subject Property: North Raleigh Land Development Inc.-Creedmoor Road Property
UT to Neuse River (Falls Lake) [03-04-01, 27-(5.5), WS-IV, B; NSW, CA]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 140 feet of streams and 11,815.7 square feet (ft) of
protected riparian buffers for the purpose of a road crossing ,at the subject property, as described
within your application dated September 7, 2004 and received by the N.C. Division of Water
Quality (DWQ) on September 8, 2004 and additional information received on November 3,
2004. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number 3404 (GC3404). The Certification allows you to
use Nationwide Permit 14 when issued by the US Army Corps of Engineers (USACE). This
letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and Water Supply
Watershed Protection regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
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
None Caro ina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
North Raleigh Development Inc.
Page 2 of 4
11/4/04
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 Plan Location or Reference
Units
Stream 140 feet Sheet C4.1
Buffers 11,815.7 (square Sheet C4.1
ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface 'waters standards:
a. The erosion and sediment control measures for`the project must be designed,
installed, operated, and maintained in accordanc6 with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
proj ect.
North Raleigh Development Inc.
Page 3 of 4
11/4/04
5. Diffuse Flow
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC
02B .0233(5)), you have provided the DWQ with level spreader designs dated August 25,
2004. The DWQ believes that if implemented, as per these plans, diffuse flow will be
achieved. However, if diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then
the DWQ shall be notified and corrective actions to restore diffuse flow shall be taken if
necessary to impede the formation of erosion gullies. At no time shall stormwater from
the proposed development be piped directly through the buffer without prior DWQ
written authorization.
An Operation & Maintenance (O&M) agreement signed by the current landowner must
be approved by the DWQ. This O&M agreement must transfer with the sale of the land
or transfer of responsibility for the stormwater facilities and the DWQ must be notified of
every transfer.
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material), for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B 33 and GC 3404.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval
and Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.ne.us/ncwetlands. The text of the
sample deed notification may be modified as appropriate to suit to this project.
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section
dimensions, pattern, and longitudinal profile) must be maintained above and below
locations of each culvert. Culverts shall be designed and installed to allow for aquatic life
movement as well as to prevent head cutting of the streams. If any of the existing pipes are
or become perched, the appropriate stream grade shall be re-established or, if the pipes
installed in a perched manner, the pipes shall be removed and re-installed correctly.
North Raleigh Development Inc.
Page 4 of 4
11/4/04
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or Debbie
Edwards at 919-733-9502.
Sincerely,
1Y /A1f /G?
Alan W. Klimek, P.E.
AWKIdae
Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041499NorthRaleighDev(W ake)401+buffer
O` Michael F. Easley
?? QG VG/1 a11(-t- Governor
< William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
0 Alan W. Klimek, P.E., Director
Division of Water Quality
January 9, 2003
(Replaces Approval issued on October 28, 2002)
DWO Project No. 02-1669
County: Wake
Page 1 of 2
Jim Adams
909 South Main Street
Wake Forest, NC 27587
Subject Property: Studbury Hall Court Impacts, Stonegate SD Phase 1 (St. Andrew's SD, Phase 5A)
Wake Forest, NC 27587
S&EC, Inc. Project No. 2805
UT to Tom's Creek [03-04-02, 27-24, C NSWJ
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Adams:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 300 feet of intermittent stream and 32,300 square feet (ft2) of protected riparian buffers associated
with the previously constructed Studbury Hall Court, as described within your application dated October 14, 2002. After
reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ)
General Water Quality Certification Number(s) 3362. The Certification(s) allows you to use Nationwide Permit 39 when
issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 26 .0233. In addition, you should obtain or
otherwise comply with any other required folic al, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Contfol and Non-discharge. Also, this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification. This approval shall replace
the approval issued on October 28, 2002.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Stream/Buffer Restoration and Buffer Preservation
Work on the 110 feet of "restored stream channel" must result in a stable channel. The associated restored buffer
must have adequate cover of woody vegetation. The buffer preservation areas must be protected with a
conservation easement or similar mechanism and DWQ must be copied on this legal mechanism within 60 days of
the date of this letter. (If this notice of the conservation easement has already been submitted to the DWQ, then no
further notices need to be sent.)
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state,nc.us/ncwetlands
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 26 .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3362
Cc: Kevin Martin, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
bz
DWQ # 021669
Date: January 9, 2003
v rPG
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> -I
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E..
Director
Division of Water Quality
October 28, 2002
Wake County
DWQ Project #: 02-1669
Project Name: Stonegate Subdivision Phase 5A (St. Andrews Plantation)
APPROVAL OF 401 QUALITY CERTIFICATION AND NEUSE RIVER BUFFER RULES WITH
ADDITIONAL CONDITIONS
Jim Adams
909 South Main Street
Wake Forest, NC 27587
Dear Mr. Adams:
You have our approval, in accordance with the attached conditions and those listed below, to
temporarily impact an additional 300 linear feet of stream for the construction of a cul-de-sac at
Studbury Hall Court in Stonegate Subdivision Phase 5A, as you described in your application dated
October 14, 2002 (received October 15, 2002). After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Number 3362. This certification allows you
to use Nationwide Permit Number 39 when the U.S. Army Corps of Engineers issues it. This approval
is also valid for the required DWQ approval under the Neuse River buffer rules (15A NCAC 213
.0233).
In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, and
Non-Discharge regulations. This approval will expire when the accompanying 404 Permit
expires unless otherwise specified in the General Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. For this approval to be valid, you must
follow the conditions listed in the attached certification and any special or site-specific conditions
listed below.
SPECIAL CONDITIONS:
1. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate
of Completion Form" to notify DWQ that all the work included in the 401 Certification has been
completed. The responsible parry shall complete the attached form and return it to the
401/Wetlands Unit of the Division of Water Quality.
2. If you change your project, you must notify us in writing and you may be required to send us a
new application.
3. If total wetland fills for this project (now or in the future) exceed one acre or permanent,
perennial stream impacts exceed 150 linear feet, then compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7).
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

SITE-SPECIFIC CONDITIONS:
Additional written approval is needed from DWQ under a Minor Variance from the Neuse River
buffer rules for construction of any homes within 50 feet of the existing channel or the channel
that will be reopened as a result of this approval. Until the site plans are completed for these
lots, it is not clear whether Minor Variances are needed. Please be aware that these Minor
Variances may require additional, compensatory buffer mitigation.
2. Work on the re-opened stream channel must result in a stable channel with adequate cover with
woody vegetation. The buffer preservation areas must be protected with a conservation
easement or similar mechanism and DWQ must be copied on this legal mechanism within 60
days of the date of this letter.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 1508 of the North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Mike Parker
at our Mooresville Regional Office at 704-663-1699.
Attachments:
General Water Quality Certification
Certificate of Completion
cc: Amanda Jones, US Army Corps of Engineers Raleigh Field Office
Steve Mitchell, Raleigh DWQ Regional Office
File copy
Central Files
Kevin Martin, Soil and Environmental Consultants
Sincerely,
Re: [Fwd: PSP/Windchase VAriance]
Subject: Re: [Fwd: PSP/Windchase VAriance]
From: Alan Klimek <alan.klimek@ncmai].net>
Date: Mon, 06 Feb 2006 10:43:04 -0500
To: Ed Beck <[e-mail]>
CC: Paul Rawls <[e-mail]>, Tom Reeder <[e-mail]>, cyndi Karoly
<Cyndi. Karoly@NCMai ].Net>, Noelle Lutheran <Noel] c. Lutheran@ncmai 1. net>, Bradley Bennett
<bradley.bennett@ncmai].net>, linda Jones <[e-mail]>
I was planning to come by the office first unless that logistically doesn't make any sense. Let me know
what you think.
Alan
Ed Beck wrote:
Alan
We are prepared to offer a tour by boat if desired. Please let me know if this would help and how
many people we should prepare for. Will you come to the WIRO first for a discussion prior to
visiting the site?
Thanks
Ed
Alan Klimek wrote:
We have the van (space 2105, lot 64 across from Archdale Bldg) for those leaving from Raleigh
(I'm not sure that we need the van as Cyndi, Tom and Bradley were not sure they needed to go
or had possible conflicts). I'm fine with meeting at the parking space at 8:00 and driving to the
WiRO - or should we meet at some location?
Alan
-------- Original Message --------
Subject:PSP/Windchase VAriance
Date:Fri, 3 Feb 2006 17:05:17 -0500
From:"William A. Raney, Jr." <warancy(i,)belIsouth.net>
To:"Klimek, Alan" <alan.klimek(ci),ncmai].net>
Alan,
My client are available for a meeting on-site on Feb. 10 at 11. I hope to have further information on the
issues you raised before the meeting.
Bill
William A. Raney, Jr.
Wessell & Raney, L.L.P.
PO Box 1049
Wilmington, NC 28402-1049
[phone]
[phone] (FAX)
1 of 1 2/7/2006 9:33 AN
Re: windchase (4 additional piers)
?5/ J
Subject: Re: windchase (4 additional piers)
From: Ed Beck <[e-mail]>
Date: Thu, 22 Dec 2005 16:13:52 -0500
To: Alan Klimek <[e-mail]>
CC: Coleen Sullins <[e-mail]>, Paul Rawls <[e-mail]>, Tom Reeder
<[e-mail]>, Cyndi Karoly <cyndi.karoly@ncmai].net>, Rick Shiver
<rick.shiver@ncmai].net>, Noelle Lutheran <[e-mail]>, Bradley Bennett
<Bradley. Bennett@ncmai 1. net>
Alan
I discussed the issue in more depth with shellfish sanitation a couple of weeks ago and have their
position to add to the consideration. Will be prepared for a site visit and/or further discussion after the
new year.
Ed
Alan Klimek wrote:
Rep. McConlas called Robin and nic to follow till on this issue. 1 told them that we'd gel bacl: with
them Carly nc.\t yc,lr "Ill(l that we may w?utl to sct Ill) a IIICCtinz1 Nv/ 13111 Rance (and reps from the
I l(M?) to better ult?lcr;laiicl their ;iii;l rIl .;k,iii?' i:;:ii? . 1,cilry; Ilii:;
should Inc in <•on1,11ch(,n with !l flkdd 11T P:1111 ;111d I Ali;t iw;,; d Ihi? I,,JI,:11 I?•u?,lh 1t1?t I'rid;1"
and he sUggestc(l that I visit the site (as he did last \\(:ck) and pcrhahs soli Ol'thc sUrrmUndiIlk, are;
curly next year to get a better feel for what'S going on al the coast. I also havC lall<CCI individually to a
couple of you in follow up discussions and left a voice nlessagc with Ed regarding a couple of points
that I'll try to recapture below.
The slippery slope argument is clearly a huge concern that I don't want to under estimate in any way.
However, if (a big if) we could figure out a way to adequately address the slippery slope, the
following points argue in favor of the variance in my opinion:
1) It is likely less damaging to the environment (if only marginally) to have only one pier w/ 4
additional slips than a new pier and a walk way across the marsh.
2) We could require, as a condition of our support, additional stormwater controls than we would
get otherwise, which we contend is likely the major WQ problem anyway (is this what we think or
are the boats or piers a big part of the problem?).
3) The EMC tends to be pragmatic and the HOA will apparently will be allowed to build the 4 slips
somewhere.
4) They may be able to build more than 4 slips on a new pier (we need to determine if this is the
case).
The following points need some clarification.
1) Does the county or DCM have any restrictions on slips that need to be factored into our decision
making?
2) What is the Shellfish Sanitation closure policy? I think it's that if a new marina (not possible in an
ORW) exceeds 25 slips they close additional waters. Do they increase closures if individual slips
keep getting built such that eventually you have more than 25 new individual slips (cg is there a
straw that breaks the camel's back)? Perhaps this is being discussed in the CHPPs marina work
1 of 2 12/29/2005 4:06 PM
Re: windchase (4 additional piers)
group.
3) How many slips could Windchase build associated with the 4 new lots?
4) What type of deed restrictions or "marina" restrictions would we want should we move forward
with support or neutrality on a variance?
5) Can we restrict this variance (if we decide to be neutral or support) to HOAs and to scenarios
which result in less damage to the environment, less slips than could be built if they tried for the
max and prevent private marinas from trying something similar?
Think about these issues when you get back from the holidays and we'll decide how best to proceed
early next year.
2 of 2 12/29/2005 4:06 PM
W>, SSELL & RANEY, L.L.P.
ATTORNEYS AT LAW
POST OFFICIP, Box 1041)
WILMINGTON, NORTH CAROLINA 28402-1049
JOHN C. WESSELL, III
WTCNFP)i.L?ITNH.I tiO L('I`ILNTf:'t`
WII.1.1.1M A. RANEY, JR.
W A l2A N E YQA 1 U0 A,SOi JTI I. N N:'1`
Mr. Alan Klimek
Division of Water Quality
Departlclciit of Environment
and Natural Resources
1611 Mail Service Center
Raleigh, NC 27699-1611
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November 17, 2005
Rip
NOV ?. 2005
DIV. OF WATER QUALITY
DIRECTOR'S OFFICE p R ? O VV
I
NOV 2 9 2005 Re : PSP, LLC DENR -WATER QUALITY
Addition of 4 Boat Slips WETLANI?SANDSTORMWiTERBRANCH
Windchase Homeowners Association Community Pier
New Hanover County ,
Dear Alan:
As you know, the principals in PSP, LLC would like to add
four additional lots to the existing Windchase Subdivision and to
add four boat slips to the existing community pier for the Windchase
Subdivision. Under the rules applicable to the Outstanding Resource
Waters (ORW's) for Masonboro Sound, such an expansion of the
community pier is prohibited. They are interested in pursuing a
variance from the Environmental Management Commission to allow the
addiCion of the four slips in lieu of ronstructing a 1,000 foot long
pier impacting 6,000 square feet of marsh with four slips to serve
the four lots. It appears that such a pier could be constructed in
compliance with all applicable rules. In fact, with a waiver from
the Windchase Homeowners Association, the four slip pier could be
built such that the slips would be located in virtually the same
location as they would be built by adding them to the existing pier.
I have consulted with my clients to determine possible
conditions that would distinguish this situation from other
situations where a property owner might seek to add slips to an
existing pier rather than building a new pier.
I would first like to set out some background information
to acquaint you with the property and with the interests and motives
of my clients.

Mr. Alan Klimek
November 17, 2005
Page 2
The owners of the proposed four lot subdivision are all
residents of the Windchase Subdivision which is located on the north
side of Whiskey Creek at its intersection with the Intracoastal
Waterway. Windchase currently consists of fourteen lots. The
Homeowners Association owns and manages a community pier with
fourteen boat slips. There is a 4.1 acre tract of undeveloped land
adj cining the existing Windchase Subdivision. It is located across
Windchase Lane (private road) from four of the lots in the existing
subdivision. The principals in PSP, LLC feared that the undeveloped
tract might be developed in a fashion that would be environmentally
destructive or aesthetically unpleasing, thereby detracting from the
value and enjoyment of the existing lots in Windchase. Accordingly,
they purchased the property and have received informal concurrence
by all lot owners in Windchase to subdivide it in a manner
consistent with the existing lots in Windchase and to add it to the
existing subdivision. The applicants are not developers. Rather,
they are residents who got into subdivision development to protect
their homes from less desirable development.
A significant part of the approximately 4.1 acres is
coastal wetlands and 404 wetlands. The non-wetland area of the
property is approximately 2.2 acres. The owners plan a four lot
subdivision with lot acreages as follows:
Lot 1 - 1.72
Lot 2 - 1.11
Lot 3 - .35
Lot 4 - .66.
The non-wetland lot acreages for the 4 lots are approximately as
follows:
Lot 1 - .74
Lot 2 - .78
Lot 3 - .35
Lot 4 - .35.
The lots will be served by existing roads. It is my understanding
that the subdivision does not require a CAMA major permit or a
Mr. Alan Klimek
November 17, 2005
Page 3
sedimentation permit due to its small size and limited land
disturbance.
The City Zoning Ordinance prohibits most development
within a 75 foot upland area measured landward from the salt marsh
(coastal wetlands). This is known as the conservation overlay
district. This area extends landward beyond the 30 foot coastal
shoreline setback required under the Coastal Area Management Act
(CAMA).
There is no regulatory restriction on the amount of
impervious surface on the portion of these lots lying outside of
these buffer zones. The total square footage of the lots outside
the buffer zones is approximately 78,925 square feet. The owner is
willing to restrict impervious surfaces on the 4 lots as follows:
Lot 1 - 4,500 square feet
Lot 2 - 4,500 square feet
Lot 3 - 4,000 square feet
Lot 4 - 4,000 square feet
This results in a total maximum impervious surface area of 17,000
square feet which equates to 21.5% maximum impervious surface for
the part of the lots outside the wetland areas and buffer zones. It
is only 17.60 of the total upland acreage..
The owners are also willing to impose other enforceable
conditions on the four proposed subdivision lots in order to reduce
the potential impact of the development on water quality.
1. The four lots will be incorporated into the existing
Windchase Subdivision and be made subject to the
covenants applicable to the subdivision and
additional covenants.
2. The covenants for the new lots will prohibit any land
disturbing activity or the killing or removal of any
live native vegetation within the 30 foot CAMA
shoreline buffer.
Mr. Alan Klimek
November 17, 2005
Page 4
3. The covenants for the new lots will contain
provisions regarding the limits on impervious surface
on all four lots as set out above.
4. The total riparian corridor for the property will be
conveyed to the Homeowners Association and
incorporated into the common area of the subdivision,
thereby assuring that no subsequent pier permit is
requested by an individual lot owner.
5. The covenants will prohibit construction of any new
piers.
6. All these covenants will be enforceable by DENR and
will contain a provision that they cannot be amended
without approval of DENR.
Please consider whether this proposal would enable DWQ to
give a favorable recommendation to the EMC for granting a variance
to PSP, LLC that would allow the addition of four slips to the
existing pier. We would welcome any input DWQ might provide
regarding additional conditions that are necessary to receive a
favorable recommendation.
Sincerely,
WESSELL & RANEY, L.L.P.
William A. Raney, Jr.
WAR j n
WAR\Environ\WO5-011-CO1.
CC: Robin Smith
Danny McComas
PSP, LLC
J'
lr
December 7, 2005
Windchase Development under the USMP
Development drains to Masonboro Sound (SA, ORW), Atlantic Intracoastal Waterway
Requirements under the USMP for New Development
1. All development activities located in the twenty Coastal Counties that disturb 5,000 square feet or
more of land shall control the runoff from the first one and one half inch of rainfall.
Development disturbance: at least 17,000 square feet (10.2% imperviousness)
Proposed treatment: series of four bioretention areas, one for each property.
Runoff from impervious surfaces would be diverted to these bioretention areas for treatment. For some of
these bioretention areas, the groundwater may be close to the bottom of the cells. In this case, wetland
plants and a "wet" bioretention design should be used.
The discrete SCS method was used to calculate the runoff volume for each lot and the biorention
areas were size accordin
Bioretention
Lot Area, Impervious Area, % Total Runoff, Surface Area,
Lot ac ac Imperviousness ac-in. ft^2
1 1.72 0.10 6.0 0.55 2663
2 1.11 0.10 9.3 0.39 1900
3 0.35 0.09 26.2 0.18 892
4 0.66 0.09 13.9 0.26 1280
2. Required structural stormwater controls shall meet the following criteria:
- Remove an 85% average annual amount of Total Suspended Solids.
Bioretention areas receive 85% TSS removal credit.
- For wet detention ponds draw down the treatment volume no faster than 48 hours, but no slower than
120 hours. Not applicable.
- Discharge the storage volume at a rate equal or less than the pre-development discharge rate for the 1-
year, 24-hour storm.
New development will lead to an increase in peak flow rate from 1.3 cfs to 2.3 cfs as determined by
the Rational Method. Further analysis on the actual design would be required to verify that the
bioretention area would treat the increase in peak flow. However, it is likely that the bioretention
areas would treat this small increase (1 cfs) in flow rate.
f?
3. In addition to the other measures required in this rule, all development activities that drain to SA
waters shall:
(1) Use stormwater control measures that result in fecal coliform die off and that control to the
maximum extent practicable sources of fecal coliform while incorporating the requirements
specified in Paragraph (f) of this Rule.
There is little data on how well biorention areas treat for pathogens. Stormwater wetlands
remove approximately 70% of pathogens (literature review). There are currently no
standard fecal coliform reductions for BMPs in NC.
(2) Prohibit new points of stormwater discharge to SA waters or expansion (increase in the volume
of stormwater flow through conveyances or increase in capacity of conveyances) of existing
stormwater conveyance systems that drain to SA waters. Diffuse flow of stormwater at a non-
erosive velocity to a vegetated buffer or other natural area capable of providing effective
infiltration of the runoff from the 1-year, 24-hour storm shall not be considered a direct point of
stormwater discharge.
Detailed engineered design required for this component, but the rule should be achievable.
4. Maintenance of BMPs
Bioretention areas shall be maintained by the property owner or HOA, if applicable.
Re: windchase (4 additional piers)
Subject: Re: windchase (4 additional piers)
From: Linda Jones <[e-mail]>
Date: Thu, 26 Jan 2006 13:48:10 -0500
To: Alan Klimek <[e-mail]>
CC: Coleen Sullins <[e-mail]>, Paul Rawls <[e-mail]>, Tom Reeder
<tom.reeder@ncmai 1. net>, Cyndi Karoly <[e-mail]>, Rick Shiver
<ri ck. shiver@ncmail. net>, Ed Beck <Ed. Beck@ncmai 1. net>, Noelle Lutheran
<[e-mail]>, Bradley Bennett <[e-mail]>
The Windchase site visit is scheduled for Friday, Feb. 10th. I've reserved the Dodge van in parking
space 2105 for the trip to Wilmington. Raleigh staff will meet at 8:00 a.m.
Alan Klimek wrote:
I'm not thinking we all need to go on a site visit but am cc'ing all who have been previously involved
in case they have interest. I talked to Raney and he and his clients are available for a site visit the
first partial week of Feb or the following week (weather may not cooperate but we could pick a
couple of dates). I'm not quite that open. If you are interested in participating in the meeting, let
Linda know whether you could meet on the following dates (I'd like to schedule this in the next few
days):
Feb 3, 6, 8,9or10.
I asked Bill if he knew who owned the lot between the existing pier and the potential new site. He
thought it was the HOA but knew what I was talking about and said he'd get an answer. He thought
that they might actually need to use some of that lot to have enough land for the 4 slips. If that's true,
then there is no danger of more than 4 slips being builts. Ed says he's talked to shellfish sanitation
and better understands their closure policy.
Alan
Alan Klimek wrote:
Rep. McComas called Robin and me to follow up on this issue. I told them that we'd get back
with them early next year and that we may want to set up a meeting w/ Bill Raney (and reps
from the HOA?) to better understand their position and obtain clarification on some issues.
Perhaps this should be in conjuction with a field trip. Paul and I discussed this issue at some
length last Friday and he suggested that I visit the site (as he did last week) and perhaps some of
the surrounding area early next year to get a better feel for what's going on at the coast. I also
have talked individually to a couple of you in follow up discussions and left a voice message
with Ed regarding a couple of points that I'll try to recapture below.
The slippery slope argument is clearly a huge concern that I don't want to under estimate in any
way. However, if (a big if) we could figure out a way to adequately address the slippery slope,
the following points argue in favor of the variance in my opinion:
1) It is likely less damaging to the environment (if only marginally) to have only one pier w/ 4
additional slips than a new pier and a walk way across the marsh.
2) We could require, as a condition of our support, additional stormwater controls than we
would get otherwise, which we contend is likely the major WQ problem anyway (is this what
1 of 2 1/27/2006 9:27 AM
Re: windchase (4 additional piers)
we think or are the boats or piers a big part of the problem?).
3) The EMC tends to be pragmatic and the HOA will apparently will be allowed to build the 4
slips somewhere.
4) They may be able to build more than 4 slips on a new pier (we need to determine if this is the
case).
The following points need some clarification.
1) Does the county or DCM have any restrictions on slips that need to be factored into our
decision making?
2) What is the Shellfish Sanitation closure policy? I think it's that if a new marina (not possible
in an ORW) exceeds 25 slips they close additional waters. Do they increase closures if
individual slips keep getting built such that eventually you have more than 25 new individual
slips (eg is there a straw that breaks the camel's back)? Perhaps this is being discussed in the
CHPPs marina work group.
3) How many slips could Windchase build associated with the 4 new lots?
4) What type of deed restrictions or "marina" restrictions would we want should we move
forward with support or neutrality on a variance?
5) Can we restrict this variance (if we decide to be neutral or support) to HOAs and to scenarios
which result in less damage to the environment, less slips than could be built if they tried for the
max and prevent private marinas from trying something similar?
Think about these issues when you get back from the holidays and we'll decide how best to
proceed early next year.
2 of 2 1/27/2006 9:27 AM
a-
Raleigh, North Carolina 27614
Transmittal
Consultants, PA
"hone: [phone] • Fax: [phone]
To: Project WO Date:
Project Name: /'lz/??
File:
We Transmit to you Herewith:
? Drawings O""For your information and files b---?yy B mail
? Specifications Q For comment or approval courier
? Brochures or photos ? Returned for correction, resubmit ? By express
? rrespondence ? Approved as noted
Asper your request
No. Copies Document No. Date Description

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Remarks:

0 3 2004
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DENR WATER Q0. ER B
ANpS AND STORO
If enclosures are not as listed as above, kindly notify us at once.
By: oe
Charlotte Office Greensboro Otttce:
236 LePhillip Court, Suite C 3817-E Lawndale Drive '
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:.[phone]
Fax: [phone] Fax: [phone]
Environmental
CEMETARY
0891270061 - 116
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Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
I Y&MAND61401 GROUP
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Nationwide Permit 14/401 Water Quality Certification/Buffer Compliance Request
North Raleigh Land Development Inc. - Creedmoor Road Property
Bayleaf, Wake County, North Carolina
S&EC Project #: 8520.W1
Dear Ms. Burdette and Mr. Dorney,
401
On behalf of North Raleigh Land Development Inc., we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permit 14 to cover impacts to one stream channel
(see attached overall map). We also request written concurrence from the North Carolina
Division of Water Quality that the project complies with the 401 Water Quality Certifications
associated with Nationwide Permit 14and the Neuse River Basin Buffer Rules. A Pre-
construction Notification Application (PCN) is attached as well as an agent authorization form.
The proposed project consists of impacts from the construction of an access road to serve a
residential development. The proposed project is located on the west side of Hwy 50 and is
approximately 2400 feet northwest of the intersection of Hwy 50 and Hwy 98. The site is
approximately 11 acres in size and consists primarily of pasture, and mixed pine/hardwood
forests. Please refer to the attached USGS map (Figure 1) and Wake County Soil Survey map
(Figure 2) which displays the location of the proposed project.
The applicant requested a detailed wetland delineation and buffer evaluation on,the property prior
to site plan development in order to avoid jurisdictional wetlands and waters and riparian buffers
to the maximum extent practicable: The applicant plans to construct a road crossing over an
unnamed tributary of the Neuse River (feature A) in order to access the entire site from the east
and south, and the project engineer has located the crossing west in order to minimize impacts.
The proposed roadway will permanently impact approximately 140 linear feet of perennial
channel, and 7,199.9 square feet of Zone 1 and 4,615.8 square feet of Zone 2 of the Neuse Buffer.
These impacts are elaborated upon within the attached PCN form and are shown on the attached
inset impact maps.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
S E N 0 R ?004 414 9 y September 07, 2004
WATER QUALITY SE ; ('10N
ME
copy
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the requirements
for notification (0.10 acre). The proposed road is needed to access the western portion of the
property, which is landlocked by streams to the north and west. Because the applicant must cross
feature A in order to access the high ground on the western portion of the property, S&EC
believes further compensatory mitigation should not be required by the USACE.
NC-DWQ's current policy does not require wetland or stream mitigation for perennial stream
channel impacts below 1 acre and 150 linear feet per project. Because the total permanent
impacts to perennial channels are less than 150 feet and no wetlands impacts are proposed, we
believe neither wetland nor stream mitigation should be required by NC-DWQ. According to
Bass, Nixon, & Kennedy (project engineer), following construction impervious surface will be
less than 15%, therefore, we do not believe that this project requires stormwater treatment. A
copy of the stormwater plan is enclosed.
NC-DWQ's current policy does not require riparian buffer mitigation for road crossings that
impact less than 1/3 acre and 150 linear feet of buffer per crossing. Because the proposed impacts
are below this threshold, S&EC believes buffer mitigation should not be required by NC-DWQ.
Please call if you require any additional information or have any questions.
Sincerely,
eo,?,et?
Walter Cole
Wetland Scientist
Attachments:
Pre-Construction (PCN) Notification Form
Upland Data Form
USGS Site Vicinity Map
Wake County Soil Survey Map
Overall Project Map
Impact reference Map
Agent Authorization Form
$200 Check for WQC Fee
Stormwater Plans
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.041499
(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: 14
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: ?
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
Owner/Applicant Information
Name: North Raleigh Land Development Inc.
Mailing Address: 3404 Hackney Court
Raleigh NC 27613
Telephone Number: 919-669-3507 Fax Number: 919-846-9729
E-mail Address: wood [e-mail]
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants. Inc.
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: 919-846-5900 Fax Number:-919-846-9467
E-mail Address: WCole(a?sandec.com
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: North Raleigh Land Development Inc - Creedmoor Road Site
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): #0891268574
4. Location
County: Wake Nearest Town: Bayleaf
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
on the west side of Hwy 50 approximately 2400 feet northwest of the intersection of Hwy 50
and Hwy 98
5. Site coordinates, if available (UTM or Lat/Long): 35°59'37.80"N 78°41'10.21"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 11 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT of Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of agricultural land use and
undeveloped land The land use within the vicinity of the project consists primarily of
residential and agricultural land use.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project consists of the construction of an access road that will serve the proposed
residential subdivision on-site. Typical heavy equipment associated with road construction
will be used for this project Permanent impacts resulting in the construction of the proposed
road consist of 140 linear feet of perennial stream channel 7,199.9 square feet of Zone 1
riparian buffer and 4615.8 square feet of Zone 2 riparian buffer.
11. Explain the purpose of the proposed work: The purpose of the work is to provide road
access to the western portion of the property where the proposed 5 lot residential subdivision
is located.
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.
The applicant requested a detailed wetland delineation prior to site plan development. No permits
have been requested for this project prior to this application
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.
None known at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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: Proposed permanent impacts resulting
in the construction of the access road on-site consist of 140 linear feet of perennial stream
Page 3 of 8
channel 7 199 9 square feet of Zone I riparian buffer and 4615.8 square feet of Zone 2
riparian buffer.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.ggv.
*** 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: <1/10 of an acre.
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
Impact 1 Permanent/ 140' UT to Neuse River 10.3' Perennial
culvert
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www,mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA NA NA NA NA
* 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
Page 4 of 8
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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 USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the
requirements for notification (0 10 acre) The proposed road is needed to provide access to the
property from Hwy 50 to the western portion of the property. Because the applicant has no
choice but to construct the crossing to access the western portion of the property, S&EC believes
further compensatory mitigation should not be required by the USACE.
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.
Page 5 of 8
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Page 6 of 8
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 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 7,199.9 3 NA
2 4,615.8 1.5 NA
Total 11,815.7 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 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.
NA - because the proposed riparian buffer impacts for the proposed crossing are less than 1/3
acre and 150 linear feet S&EC believes riparian buffer mitigation should not be required.
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.
Because the percent impervious surface will be less than 15%_followina construction of the
proposed project we do not believe storrnwater treatment should be required from DWQ.
XII. Sewage Disposal (required by DWQ)
Page 7 of 8
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.
Non-discharge - Individual septic systems
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).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Creedmoor Road -11 Acre Site Date: 07-23-2004
Applicant/Owner: North Raleigh Land Development Inc. County: Wake
Investigator: Walter Cole State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Mixed Pine Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
If needed, explain on reverse.
VF[SFTATInN
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Lonicera japonica VINE FAC- 9.
2. Pinus Taeda TREE FAC 10.
3. Ilex opaca SHRUB FAC- 11.
4. Quercus nigra TREE FAC 12.
5. Juniperus virginiana TREE FACU- 13.
6. Liriodendron Tulipifera TREE FACU 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 33%
Remarks:
HvnRnl nrv
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
_ Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >16" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >16" (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Creedmoor Road -11 Acre Site Plot ID: Upland
SOILS
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Cecil Field Observations
Taxonomy (Subgroup): Typic Hapludults Confirm Mapped Type? _ Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-6 Al 7.5YR4/4 Sand loam
6-14 Btl 2.5YR5/8 Clay
14+ Bt2 2.5YR4/8 Clay
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? x Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:
L- 11

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Project Date:
Mgr.: WC July 2004
Figure 1- USGS Map
Wood Consulting LLC
Creedmoor Road Site
Wake Co., NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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Project Scale:
8520 W-1 1"=1320'
Project Date: Figure 2 -Soil Survey Soil & Environmental Consultants, PA
Mgr.: WC July 2004 Wood Consulting LLC 11010 Raven Ridge Rd. - Raleigh, NC 27614
Creedmoor Road Site [phone] • [phone]
Wake Co., NC Web Page: www.SandEC.com
i ? i I i ,

ug 31 04 10:52a Chuck Wood
08/31/2004 10:49 FAX
Name:
,Address: S
919-846-9729 pp.1
l®002/002
Environmental
e

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Phone: ovr/ J 667- ' O7 _?.•c 15 '? i_ !
Project Name/ Description: ;eN
Date: Y
The Department of the Army
U.S. Army Corps of Engineers, WilmingtonDistrict
P.O. Box 1890
Wilmington, NC 28402
Attn: e
Field Office:
Re. Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current pjgVQM owner, hereby designate and authorize Soil & Environmental Consultants, 1'A to
act in 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. The day of
Yyt t, 1. '` ?.yl'
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff- You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owller.'s N Property Owner's Signature
cc: Mr. John Docney cc: Mr. Walter Cole
NCDENR - DWQ Soil. & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 blank agwnt Muth form. do
harlottc Office: Ck=3b0ro On=
3817-E Lawndale Drivc Hi p:
622 Coon Mountain Lane
236 LePhillip Court- Suite C Grcrosboro, NC 27055 Tayloesville, NC 28681.
Concord NC 28025 Phone: [phone] Phone.. [phone]
Phone:' [phone] Fax: [phone] Fax: (B28) 635-5820
C...,. nna) 176-W6
ltalcigh, North Carolicn 27614
www.5atidEC.coni
Consultants, PA
4--A• 19191846-5900 • Fa K: [phone]
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landow?n?r
ACDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 2, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
North Raleigh Land Development Inc.
3404 Hackney Court
Raleigh, NC 27613
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-1499
Wake County
Subject Property: North Raleigh Land Development Inc.-Creedmoor Road Property
UT to Falls Lake
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On September 8, 2004, the Division of Water Quality (DWQ) received your application dated
September 7, 2004 to impact 140 feet of streams and 11,815.7 square feet (ftz) to construct the
proposed road crossing. 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:
There is an additional feature that shows up within your property boundaries on the Wake
County Soil Survey that has not been identified as a buffered stream. According to the
Neuse Riparian Buffer Rule, all stream features that are represented on the County Soil
Survey or the USGS Quadrangle map are determined as a buffered streams unless the
Division of Water Quality (DWQ) verifies that it is not an intermittent or perennial
channel.
On November 1, 2004, Debbie Edwards of the DWQ conducted a site visit to determine if
the feature in the SW corner of the property is in fact a buffered stream. The site visit
verifies that this feature requires a riparian buffer and the origin is just below the property
boundary. Please submit a site plan that shows the stream origin and its riparian buffer.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ?TOne
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 1 ? o h Carolina
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands ;Vatumlly
An Equal Opportunity/Affirmative Action Employer - 501/6 Recycled/106/6 Post Consumer Paper
North Raleigh Land Development Inc.
Page 2 of 2
11/2/04
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
John Dorney,
DWQ, Wetlands / 401 Unit
CBK/dae \
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Walter Cole-S&EC
Filename: 041499NorthRale1ghDev(Wake) 401+hold
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INSHIP NORTH CAROLINA
ABC AGGREGATE BASE COURSE ~ EXISTING CURB INLET
ALUM ALUMINUM ? EXISTING GRATE INLET/YARD INLET
B-B BACK TO BACK Q EXISTING FLARED END SECTION
- FF ASSYMBLY EXISTING FIRE HYDRANT ' BOA BLOW 0 RALEIGH LAND DEVELOPMENT, INC.
C&G CURB AND GUTTER ~CJO EXISTING BLOW-OFF ASSEMBLY
CFS CUBIC FEET PER SECOND DQ EXISTING GATE VALVE CKNEY COURT
CI CURB INLET D EXISTING REDUCER f NC 27613
CL CENTER LINE ~ EXISTING WATER METER
CO CLEAN OUT Q EXISTING MANHOLE 9-3507
COM COMMUNICATION O EXISTING CLEAN OUT
CONC CONCRETE ~ EXISTING POWER POLE
DCV DOUBLE CHECK VALVE C EXISTING GUY WIRE SHEET INDEX
DDCV DOUBLE DETECTOR CHECK VALVE ? EXISTING TELEPHONE PEDESTAL
DI DROP INLET EXISTING AREA LIGHT
DIP DUCTILE IRON PIPE 0 EXISTING SIGN
EASE EASEMENT ~ NEW CURB INLET
EXISTING CONDITIONS C1.0
ELEC ELECTRIC ~ NEW GRATE INLET/YARD INLET
EX EXISTING / NEW FLARED END SECTION SITE PLAN C7.1
ABED END SECTION NEW FIRE HYDRANT FES FL
FH FIRE HYDRANT ~ NEW BLOW-OFF ASSEMBLY GRADING AND STORM DRAINAGE PLAN C2.7
FM FORCE MAIN H NEW GATE VALVE
EROSION CONTROL PLAN C3.7
FT FEET ~ NEW REDUCER
FT/SEC FEET PER 5EC ~ NEW WATER METER PROPOSED STREET PLAN & PROFILE C4.1
GALV GALVANIZED t I NEW TEE
GV GATE VALVE rl NEW PLUG
CREEDMOOR ROAD WIDENING PLAN C4.2
L LENGTH ~ NEW MANHOLE
LF LINEAR FEET ® NEW CLEAN OUT DETAILS C5.1
MH MANHOLE T NEW SIGN
PAVE PAVEMENT o !RON PIPE 0
PP POWER POLE BENCHMARK ,J
0
- PVC POLYVINYL CHLORIDE ~ f 4
R RADIUS ~ ~ BLOCK AND GRAVEL INLET PROTECTION w ~
RIGHT-OF-WAY ~ R/W
.I RED REDUCER SILT FENCE INLET PROTECTION
RPZ REDUCED PRESSURE ZONE
SS SANITARY SEWER EXCAVATED INLET PROTECTION
STA STATION
_ TDD TEMPORARY DIVERSION DITCH ? ~ - -
TELE TELEPHONE SEDIMENT BASIN
TSB TEMPORARY SEDIMENT BASIN
~ RISER BASIN UG UNDERGROUND
W/L WATER LINE
WM WATER METER ROCK DAM
YI YARD INLET - - G - - EXISTING GAS LINE
- - COM - EXISTING COMMUNICATIONS LINE
- -UT- - EXISTING UNDERGROUND TELEPHONE
- -UE- - EXISTING UNDERGROUND ELECTRIC 98
- - E - - EXISTING OVERHEAD ELECTRIC
- - W - - EXISTING WATER LINE
- -FM- - EXISTING SANITARY SEWER FORCE MAIN
- -SS- - EXISTING SANITARY SEWER
EXISTING STORM DRAINAGE
® NEW STORM DRAINAGE
- - - • -STREAM
- • - • - NEW WATER LINE
C- NEW SANITARY SEWER ~P
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G - NEW GAS MA1N
SILT FENCE
X X- FENCE
DIVERSION DITCH
BASS, NIXON, & KENNEDY, INC.
CONSULTING ENGINEERS
10405E LIGON MILL ROAD
WAKE FOREST, NC 27587
919 851-4422
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m I I 08913730 KINS ETAL ' ~ ASHFORD, JULIA JEN
° Y ' I I ATTN~ SIMMONS /ASHFORD
d C I I 6011 SHENANDOAH AVE ' I ~ S ANGELES CA 90056-1427
0 x LO i I Use Vacant
z , i 12724 CREEDMOOR RD
" 0
m w ' SITE SUMMARY DATA '
0 * D i 0891268920 - "15 0891.01-26-8574
c STEWART, CLOVINIA & DEBBIE ~ I PIN
- ?16 S 0891270061 ° NESTER V 7 DR ; R-40W n 737 BUNCHE ~ ( ZONING .
CLEMONS, SYL D R CREEDMOOR R ~ ALEIGH NC 27610-4703 I I UNDEVELOPED o R EXISTING USE: Use Vacant ~ I I AC • N ~
° RALEIGH, NC 27612 10.94 n I ~ I AREA: a N
o Use Vacant - - CATION: 0.07 AC. z Y DEDI Z i I RIGHT OF WA _ a
" 0891270439 - "17 " .E CLEMONS, SYLVESTER D I 10.87 AC. ~ J z NET AREA o _
• 1034 JEROME R I I OTS : 8 ~ oc ~ ' ~ NUMBER OF PROPOSED L a o i ~ ac
DURHAM NC 27713-1249 m Use Vacant I 43,524 SF • AVERAGE LOT SIZE y a _ ~
t . 40,000 SF MINIMUM LOT SIZE. ~ W ~ _
~ AREA 51,924 SF o ~ EIP FOUND - PROPOSED OPEN SPACE W
m " " EIP FOUN ' RTH US AREA: 24,341 S.F. ? o x•79 N~ ~ - OSED ROADWAY IMPERVIO W ~ PROP
1.53' NORTH OF PROPERTY LINE %i ~ ~ (5.11.1 i i Z _ M
a x EIP FOUND ~ OF'~,PROPERTY LINE.` v . . EI W.. Wp°p'N~ ' ~ MAX . LOT IMPERVIOUS AREA w/o J I W d
° .34' NORTH L 0 ' ~ I ~ 15~a 5.11%=9.89• ~~oc~ ~ TER MANAGEMENT ~ ~
F PRbPERY;Y LINE 1 ' 87. 9'35"E _ i ~ , ~ / , STORMWA ,~o~ , Z
c _ I - c - ~ ` l i 6~ - I I ~ ny ~ I SETBACKS i N 01 W Os .N I 15 W ..Y`
I I ~ i~ . ~ I FRONT: W ••a ; I / i a I I 30 ~ ~
o - - EIP / , SIDE. ~LL _ ~h~ ~ ~ ~ I REAR.
N 87.41 A ~ ~ i , ~_~-_.._-_-.,'--f~---~ . c _ EIP _ T7 - . _ _ ~ rn ~ \ ~ f _ T-T-,! , - _ _ . _ 158. ~ ~ _ - - ~ ( GNaN
~ ~ % ; , - _ i--•-- ~ ~ ~ ~ _ 1 ~ i I I a o Z
~ ~ _ - _ ma=r- - -4"'-~ i r-----_ i + ~ AND DEVELOPMENT, INC. ~ o ~ , ~ ~ ~ OWNER :NORTH RALE I GH L oc ~ J I ~ ~
_ A i 1 w - >.6 ~ , ~ / - 3404 HACKNEY C J~-~ I ~ _~i ti~ ,~l I _e?~m I. ~ / , J ~ ~
~ ~ ~ } ~ I,I ~i;,i, l ~ I ~ RALEIGH, NC 27613 zo, „
t i ~ ~ ~ ~ a~~ / . ' r~- I I ~,,i, -z" ? ~ J . r "
. . - . ~ : } ';';tip: ~ , ~j, I I ; OD CONSULTING ~ dz~?z ,h-~~ ~ ~ • ~ , I ~ DEVELOPER .CHAD COLL I NS/WO a J - PACE ;~I o0
` I ~ - -r I I , ; - ~ , I 3404 HACKNEY COUR / / I', I , VWWW
~ ~ ~ ~ ~ , ';,,'~,,'I 1 RALEIGH, NC 27613 ~J~J ; ; 5.0' R/w k' -3507 o IW- ° ~
, ~ . , I PHONE. [phone] mV .
o 1 2 I 6" GRAVEL TEMP. I I ` I I I TURNAROUND i I I I / ~ ' _ - ~ , , l 1 DEDlCATIO j ~ 3 ~:y%~ ~ I ,i
m I i I w/ACCESS EASEMENT I I I I I I / c I I I I I I ~ ~ ~ % - ~ % - ~ ~ ~ ' ASS, NIXON 8 KENNEDY, INC. •I -1 ENGINEER B
I I I I I I / ~ I I I I I I I i j / ` ' - ~ : E LIGON MILL ROAD
° I I I I I I I I I ~ i I I I I I I I I ~ ~ - , ~ :rr~, . i 10405 - _ _ - I ,I ~=1 REST 27587 , , _ WAKE FO
~ O0 N I I I I I I I I I I ° ~ ,n ~ I II I II ~ ~ I I I ~ ~ ; ~ f I , PHONE: [phone]
I ~ I ~ I I I 4~ i i I ; _ ~
<N I I I I I 3 I I I I I~ L 0 1 I I 5, I I I 2 I I I I I , ~ FAX: [phone] ~ I a
m 2 1 1 I I I I I I ~ _ 9
a I I I I I I 177.720 S.F•~ ~ I , I I I 40+505 S.F. , I I S F. ~ ~ • ~ TACT MARTY B I ZZE I ~ , : / - I CON y , ~ o• I ,
I I S.F• I I I I I I 77.102 I , 40+172 , I .F. I I I S , ~ ~ 1 z p ~ ~ _ _
I 40+337 S I I , I , I I I i I I I I I I I ~ , i . _
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~ 676.2 " ~°a Be~~ / o i - -4 oe ~ ":i, -y_- - ,~A~, ~ • I I I 0891362561 - •2fi yfe ~ ~ ; / - , ~ ~ - , , • r I ~ - ; ~ MARY & CLEMENTINE WALKER
S 87 ~ Bpf'~Ayy f~,Q~ / KER ~
o E 1 P fer e~/ : % c / iS , ~ ~ ~ - ~~~a°, ' - - " ~ I 12720 CREEDMOOR RO i - ~ - 4 is ' ~ ~ ~ ~ " .-I, ~ " r E FOREST NC 27587 869
i ~h e~ , , ~ - - , , i ~ ~ ,y;'r ' ~ ~ :Residential m
m / ~ 6G/ Leo , . Y' ~ f, I 1 Use RD ~ 6 s ~ ; ~ ~ ~ = , - ~ = " CREEDMOOR i / afe - i/ , i; , ~ I ~ ~ 12720 r z
o ~ / U / / / i ~ ~e R; , I z , ~ r der i ~ I " ~ ; ' a 3 , I
0 I / / / / / I I 1A I / ,I o Z
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0891252700 - "8 / ° & LEON / ' I !I , I ~ f ' ' / 8 S • ~ • ~ 'r ii I , / 2x, 75 , , I
L ITE CLEO EVANS ; % ~ WH ~ / , IER PT • ~ ~ ~ a ~ I-_ _ I ~ c W
D 39 P -8857 / m NEW BERN NC 28562 / j / I ~ ,~I I i O H
~ scant ~ ~ Exist. To D Use V ~ Bank . / ~ ; _I
° 4724 DURHAM RD I % o an L I I I I ~
N , ,I I
tr PROPOSED I',,:,~ , ~ I I I o 0
° W ~h ~ F N ~ ~ ' DRAIN , I/' i0~~' ~I O Z W SEPTIC r, , i ~ J
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• ~ ' / FIELD ~ o - i I_ _I ' ~ ~ i ° , r I
° 168194 - "7 - ~ " 0891 Z i I ~ r;'~
o WHITE, LEON & CLEO i i i ~i i
- PIER PT ~ 'J 39 v NEW BERN NC
" ~ i / , ° 28562-8857 / / L i / /
Use Vacant URHAM RD i / / / i i' i I',f I.. ~ J / / / I O ' Z ~
4752 D o i _ / / 2A W a / I I
/ / / i v~ C U , / , I ~ . 0. 2
m / / " / / m /
L / / i L ~ / I _ p ~ ' 26,318 S.F. ~ :,Ii: f / / ~ ~ I ~ I ~ EX. CONC. J ~
- / i / / I ~ /W MON. D O ' ' 17+276 S. ~ SOUTHERN BELL TELEPHONE I ~ ~ I EX. CONC. R W Z
" / / r / / / / i / EQUIPMENT LOCATED IN CONC NC GRID COORDINATES NAD "83" M / __1- W ~ / NOT BEEN .w-- I I N = 816203.89 ~ ~ THIS AREA. HAS _~N x,56 -
/ / / / ~ / FIELD LOCATED. r Zg W I I = W
/ / / / / 1 ; 110.39 I I 1 . VI
m / / / ; ~ -''EIP .43'40 W _ I I p 2
0 / % ~ / /
a _ / ~ 259 L J - 259.45 DEED ~ I ~ . 'o~"w 43 ~ H
5 63• 0 5 e3 OVERLAP I
U c E% EIP I ~ ~ = w
0 .I W C7 w
t _ r mw ~ ~ 0891268023 13 ~ I W U
n VANS GROVE BAPTIST CHURCH w N Z I J E Z _ ~ V1
0 ° CREEDMOOR RD ~ ~ I Q
° EIGH NC 27612 ~ W ~ Z R AL ~ ~ Z
c Use Church w N O Q OR RD N d. F- - 12700 CREEDMO ~ ~ _ ~
0 S F•' Q V
° " ~ m
I I ~ N Q rY
" m a Z
m NOTES: ' I ~ V[DUAL . Z Z
" m ~ Y APPROYU 8Y rutE COtN1Y. 5. RECREATION LAND DEDICATION F t. Stl9D1 ISIOM PAID PRIOR TO LOT RECORDING. )ICATION FEE SHALL BE 11.LOTS WILL BE SERVED BY INDI I . ~ q N J L O YSTEMS AND INDIVIDUAL WELLS. Q
JRDING. SEPTIC S ~ I I ~ O . -J v U
" " 2. BEFORE ACQUIRING A BUILDING PERMIT ~ TH AN ~ ~ THE BUILDING MAY 6. SITE W1LL CONFORM TO ALL WAKE C ~ LOTS MARKED WI 12. ALL CROSSINGS OF WATER SUPPLY I ~ I ~ 4307p ; i0 ALL WAKE COUNTY WATERSHED BUFFERS WILL MEET ~ I I ~ 0 SIGN CONTROL REGULATIONS. _ W OC
A FLOOD HAZARD AREA USE SEDIMENTATION AND EROSION CONTROL x NEED TO OBTAIN TIO ~/~.F N 1-1 31 • REQUIREMENTS OF SEC NANCE. I I 9 'aNCINE~ ~ Y Y ZONING OROI
m PERMIT FROM WAKE COUNTY ENVIRONMENTAL^ , ~„v „n u, ruorpvTnuc ~IIRFACF COVER CIIRFACF COVERAGE PER LOT OF THE WAKE COUNT I i I :•'T r~ A ~ ~ Q
SERVICES. THE BUILDER'S K~MlltLl uV = 1C NAGEMENT = 10-08% 13. A FLOOD STUDY FOR THE PROPOSED ~ ~ ~ M~ ~ ; U ~ ~ ~ 3
AND/OR SURVEYOR (AS APPROPRIATE) MUST WITHOUT STORMWATER MANAGEMENT CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS . STREET CONSTRUCTION TO BE IN AC TED ~ I •um ROAD CROSSING SHALL BE SUBMIT D N TO BE IN ACCORDANCE PRIOR TO LOT RECORDING. O
ARE MET. 8 WITH ALL NCDOT STANDARDS AND SPEC] RDS AND SPECIFICATIONS. AND APPROVED I I W
D Y WAKE COUNTY 14. MAXIMUM IMPERVIOUS AREA WITH ROVIDEO B STORM WATER MANAGEMENT PROVIDED F- Q
a) 3. THERE SHALL BE NO FILLING OR THE ERECTION NT STRUCTURES IN THE AREAS OF 9. SITE INFORMATION PROVIDED BY c OF PERMANE SURVEYED BY BASS.NI) y D BY BASS.N[XON NCGS MONUMENT "CREED" SCALE IN FEET W r LL J IS 30X. NC GRID COORDINATES NAD 83 W 0
FLOOD STUDY IS APPROVED BY WAKE COUNTY. d KENNE =
c WAKE COUNTY FLOOD HAZARD SOILS UNTIL A GIST SITE Y~1 NOT NC. ° RIPARIAN BUFFER WILL BE 10. SOILS EVALUATION FOR SEPTIC D 4. NEUSE RIVER APPROVED BY N.C DIVISION OF WATER QUALITY BY SOIL d ENVIRONMENTAL CONSULTANT TIC DRAIN FIELD 15. PUBLIC ROAD ACCESS TO CREEDMORE N = = 814636.2p93O621.O153 8 Boa Aso zoa W FOR SNP ROAD SHALL BE APPROVED BY NCDOT PRIOR E N OL
z AL CONSULTANTS. (SEE ° zs so TO LOT RECORDING. I-
PRIOR TO LOT RECORDING/CONSTRUCTION REPORT by S&ECI APPROVAL.
0 CD 7
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ICI I I 0891373070 - *36
0 x ' I I ASHFORD, JULIA JENKINS ETAL
z I ~ ATTN~ SIMMONS /ASHFORD I ~ 6011SHENANDOAH AVE
m m LOS ANGELES CA 90056-1427
° m I I Use Vacant
0 12724 CREEDMOOR RD
m m
0 0891270061 - *16 0891268920 - *15 I ' I
° CLEMONS,SYLVESTER V STEWART, CLOVINIA & DEBBIE 737 BUNCHE DR ~ I
o CREEDMOOR RD RALEIGH, NC 27612 RALEIGH NC 27610-4703 ' ' I '
~ Use Vacant Use Vacant I I I °
- *17 •E 0891270439 I ~ ~o r I i I r ~ N ~
CLEMONS,SYLVESTER D m 1034 JEROME RD N I I d N
DURHAM NC 27713-1249 m I I ~ z Z
Use Vacan L I I . ~ d 107 LF - 2-72 CMP o 0.85'/. I ~ ~ 0 ?
3 INV. IN • 317.0' i ~ ~ J _ INV.OUT • 316.0' d 0
m 75 LF - 24"Cti N INV.IN - 345.0( 75 LF 24 CMP & 13.33% (INVERTS 1.0' BELOW EXISTING GRADE) ~ ''ww V Q INV.IN - 345.00' V+ 0
m INV.OUT - 335, L x 025 - 10.32 c~ INV.OUT - 335.00 ~ ~ H V 025 - 10.32 cfs ~ ~ I11 oC =
m HW/D - 0.88 HW/D - 0.88' • W 0 F-
m NAGS150 L %i ~ G Z ~ / / W O ki / /
DITCH LINER - c , , =OOZN
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i ' .i ' r i I I i I~i~P ~ / / ~ I I
0 ~ - ' ri "3q5 .345. - ; , VELOCITY DISSIPATOR / I ~ I ~
L . ~ - . ~ 375 ~ ` ~ _ - 1 ~ ~ i - / ~ NO+{L0~ V10 - 8.9 fPs / /
_ i 1 ~ ' ~ , ~ ~ t~ _ - _ y F SIZE ~ 28x20 x22 Dee / / , I w d K _
+ ~ - _ _ ~ o - ~ ~ i ~ - - ~ D50 • 15 STONE ~ ~ i ~ ~ ~ d - " 1~ ~ ~ ~ I I ~a .a
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° ~ I 1 / I I I I ~ ~ I I II ~ I I I I ~ _ ~ I ~ = W 2 _ , - V~ V
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I I I I I I I V10 - 11.17 fps I , I I II I I i ~ SIZE ~ 12'x6'x22"Deep I II i~ ~I I r M plW~W ~ l i r W~ ICI'-rl~
° I I I I I I D50 - 9 STONE I I , ' ~ ~ I • ~ i` , ~I
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I I ; 40,172 S.F. , I I , ~ ~ S F. I 40 337 S F I I I I 77.102 t I , I , I I I I ~ 1 / ~ ~ ! ~ ~ • - ~ ~
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- r ey o e ''e / / • ~ - ~ ~ - 0891362561 ~ ' ~"~a~ - S150"- ' ~ ~ NT?NE WALKER / , / ; 3 ~ - , t;;~o..-;~ ~ ~ I WALKER, MARY & CLEME
m / / / /SO. ' r' ~ ~ " - , ; Dh~ I 12720 CREEDMOOR RO o
o / ; U ~ / ~ / tie - ~ "'T' I WAKE FOREST NC 27587-8694 z
L 0 / ' . , " Use Residential / ; ~ ~P ~ , r - I , 12720 CREEDMOOR RD m
m ~ / / / I ~ / ~ 1
C ° ~ / r 0891252700 - *8 / / 1A ~ I 3 3 I I OZ
U / / WHITE, CLEO EVANS & LEON / / ~ I I ~ H
o . ~ i m 39 PIER PT / % ~ I -~I ~ ~ p i 1 • ~ 28758 S.~. ' a.
° NEW BERN NC 28562-8857 ~ / / o Use Vacant ~ ' i I _ ~ o
4724 DURHAM RD ~ / Exist. To ~ m , ~ / o an , Exist. To ~ , I W '-~-~an~ ~ , I I I Z 1
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° WAKE COUNTY CONSTRUCTION SEQUENCE ~ ; f~ / ,'1 I V . II PROPOSED i ~ I Z
o ~i~ ~ !
~ 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, . ~ ~ SEPTIC DRAIN , I a . p J~ _I o o O
° 0891168194 - *7 DANIEL ROWE OBTAIN ALAND-DISTURBING PERMIT. ~ ~ ~ ~ FIELD I I ~ ° Z
o WHITE, LEON & CLEO 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, ~ - 39 PIER PT SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. %
m N NC CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY ~ ~ m NEW BER ,
m 28562-8857 DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. /~r • ~ Use Vacant 3. CALL DANIEL ROWE FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER / i / / I ~I / ~ I I
4752 DURHAM RD TO OBTAIN A CERTIFICATE OF COMPLIANCE. ; ~ /
c / _ ~ ° 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. i ' , ~ / I . _ ~ z
I I I ~ ~ _J H
5. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL ~ INLET CONTROLS, SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN i 2A i; o , t; ~ I Z ~
~ ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. ~ i ~ 3A I ~ --1 W a I, ~
- ~ i 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, ; ~ i , / I I ~ U 26318 S.F. I
L PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) ~ , , , I i, ; ~ 0. 2
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. i i ~ ~ i ~ 17,276 ~ SOUTHERN BELL TELEPHONE I I ' I / I „I. 0 ~ ~ i / ~ EQUIPMENT LOCATED IN 1,____ 1 J ~
7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, i i i / O O , ~ ~ , THIS AREA. HAS NOT BEEN I I I N~ W Z
n CALL DANIEL ROWE .FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. ~ ~ 0 i ~ ~ FIELD LOCATED. _ I I W < <
8. IF SITE IS APPROVED ,REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT ~ i _
m BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL i i ~ ~ I I ~ W
+ REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, ~ ~ 0 ~ SHOULD NOW BE INSTALLED. p e ~
~ 0 I Z z 3
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY I O
L THE ENVIRONMENTAL ENGINEER DANIEL ROWE , OBTAIN A CERTIFICATE OF COMPLETION. L I ~
o ENVIRONMENTAL ENGINEERS OFFICE • ' I Y
u I ~ = W 0891268023 - *13
BYRON BRADY 919-856-6195 0 - KALE LEMASTER 919-856-6198 S GROVE BAPTIST CHURCH I W W EVAN I ~ ~ CREEDMOOR RD a W U
~ STEVE MEYER 919-856-7558 RALEIGH, NC 27612 I
DAVE PARNELL 919-856-7549 Use Church Q ~ n
~ DANIEL ROWE 919-856-7459 m JAKE TAYLOR '919-856-7548 12700 CREEDMOOR RD Z v ~ OC z
0 0 a
m STATION RATIONAL SUBDRAIN 010 SUB y.GRA _ ~ ~ SUB y.GRADE LINER VEL 10 DEPTH SHEAR ~
L ' COEFFICIENT AREA (AC.I (CFS) m N FS) (fps) (FT) SAFET F' a U FACTO I I ~ m ~
m L I I 0 ~
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x 6+45 - 10+60 LEFT 0.50 0.28 1.01 6.8 m .01 6.8 NAGSC150 2.26 0.38 1.01 I 0.. ESSIp • ~ F L 0 I n ~ o
q+00 - 6+00 RIGHT 0.5 0.19 0.69 3.0 ~ U .69 3.0 NONE 2 39 0 31 5 70 I I ~ AL ~ d
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0 5+50 -7+00 0.5 0.60 2.16 6.9 x Ln Q
Z 7+00 - 8+50 0.5 0.30 1.04 6.9 .04 6.9 NAGSC150 2.27 0.38 1.00 W LL w SCALE IN FEET LU N 0 _.J
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" I , I ~ 6011 S DOAH LOS ANGELI_S CA 90056-1427
" ° f0 I ~ Use Vacant
4- 0 I 12724 CRI_EDMOOR RD
m 0 0891270061 - *16 ' - •15 I ' 0891268920 1 1
° CLEMONS,SYLVESTER V STEWART, CLOVINIA & DEBBIE
o CREEDMOOR RD 737 BUNCHE DR ~ RALEIGH NC 27610-4703 I ' I
RALEIGH, NC 27612 ° Use Vacant Use Vacant ~ I n
" " 0891270439 - *17 I I I c°o
E CLEMONS,SYLVESTER D m I i I ~ N 00 U
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r TEMP. DIVERSID~`~ OITCH _ _ , DIMEt~th °go ' I I I I CUSTgM , yu ' ~ z j ,ti 111 1 ~ JVZ~ 1'1 C E I ~ w •o
c BASIN #6 -----r~ ~ ,.I I I I SED[MfiNT~ v~~.z"' ,SPA WW " ' I ~ azoz . ~ a -
o - I I ~ I i I I I I BASIN #S ~ ~ ~ , I ~ ~ I I I I I I w/3 BAFFLES - =O O ` I I z
~ I I I I I i . _i-.. \ I V/ V W ~ ~ SILT ~ W W W ~ ~ y FENCE ~ I ~ J~ J
I I i I I I I i SED I MEN~F 'N I I I I I I I , SEDIMENY~ , ~ M ~?lWpW
I BASIN #4 o I I I ~ I ! I I I I ~ i I I I BASIN #4` f ~ ~ W~ coi-~I- ~ ~ I ~ ~ `
m ; I ~ I I I I I I I ~ ~ ~ I i I I I I i ~ ~ ~ SEDIMENT `I 1 I
o N M ~ II I I ~ ~ I I I i ~ ~ } ~ I I I I I I 1 - BASIN #2 I ,rl
M~ I I I I I I I I I i _ 1
c oa ~ ~ I I ~ I I 4 ~ I I ~ , I I 3 I I I I 1 ` I ' SILT , ' - - `I FENCE
m Z I 2 I I I I ~ L I 1 I I I 5, ° I I I , I I I I ~ ' _ ~I
I I i ~ I I i i i i ' ° I ' I I 40505 S.F. I 77.720 S.F.I I 1 ~ Y ~ J \ 0
I I ; 40,172 S.F. , I I I 40 337 S.F I I I I I I I 77 102 S F. I I I ( , 1 O I
io I I ~ I I ~ I I I / , _ ~ ` ''I - "1 ~ GRAVEL CONSTRUCTION m
m ~ II I ~ ~ I I I I ~ " I I I I I I I I + I I I I I I I I I ~ I; ~ _ , I ~ _ ~ ~ ENTRANCE „ 0
° I ~ I I I 1 ~ a_ ~ ~ I ~ I i I ~ 50Lx25Wx6D ZON ' JJl J _ ~ , J „_._w_-:~ (See Deta i I) - -
~ I I I I I I I I / ~ J - J i ' > J J - ~ d W
~ I I I I I I ~ E~x~is.t~._ _T_o,~ c I I I I . O1 tlOnK ' Exist. To J J _ ` - - I ~ ~ ~ at €
I v I I --------J I N ' / \ 1~ W ~ ; :SEDIMENT ~ ~ ~
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w - 676.2 fEr~~~~ ~Sp, n ~ er ti ~ ~ S 81°39'14 W Sea S B@GS i; i i ~ _ - " - ~ w y 1 j, I
° EIP B~AAi Gt~,e ~ ° . f,,ey e'' ~~e ~ ~ ?,,'P.~, i ~ ,Y, ~ - - '3`!5 'I I 561 - •26 c
- ~ ~i ; i o ~ i - ;n / - , - "-~f _ ~ 0891362 %i -~"1~~ - ~ ~ ~ ~ CLEMENTINE WALKER ~ ~ LEVEL SPREADER , ~ ~4 ~ I WALKER, MARY &
~ ~ i3 m i 0• •o . ~ • ~e iS 010 = 2.99 cfs ' ,',',i _ ',i -J 1272Q CREEDMOOR RD o / 0.
° ~ ~ eo~sE ~ ; tis LENGTH = 13LF/cfs =,39r'~.F - : -1: ~ , i,~ ~ ; q,:~a„;- ~ WAKE FOREST NC 27587-8694 ~ / G MIN. DEPTH = 0.5 ~ y' . . (,.3 : I ; O i 6 s 1
~ ~ ~ ~fe~ o~fe ENTRANCE WIDTH = 10 , '1 ~ ' ~ ;~T.~;~' -I Use Resldentlal y
~ i' ~ m ' i er~'~'e END WIDTH = 3' ~ ; r- ~ ~ 12720 CREEDMOOR RD m ~ ~ I I
1A I~ 1 3~0
L 52700 - *8 i ' ~ ° 08912 , , 0 EVANS & LEON ,~i WHITE, CLE / / I I o
~ . i m 39 PIER PT 2a,~5a s.~. z
° 28562-8857 ~ ~ ' NEW BERN NC ' ~ I o
o Use Vacant i t 4724 DURHAM RD ~ ~ Exist. o ' ~ -I z -T-o~ ~ / TEMP. I ~
m i nN / ~ I I c W , , DIVERSION ~ o F , i DITCH , ~ ~ Q
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t W 0 fV ~ PROPOSED I - / I y ,i I 1 1
SEDIMENT BASINS o ~ ~ 1 m ~ v / / ! L m / ~ / SEPTIC DRAIN , ~ o . 0 i
`°i - i~ ° 0891168194 - *7 " _ ooh J ~ _ FIELD I m W
° , i WHITE, LEON & CLEO ~ Nm a
- PIER PT DRAINAGE DENUDED REQ D VOLUME ,z ; ; 39 NO, DIMENSIONS ~ m NEW BERN NC AREA AREA D. A. x 1800 CU. FT Q
" 28562-8857 / i i I
Use Vacant SB1 0.83 AC. 0.50 AC. 1 , 494 CU. FT 32 x 16 x 4 ; , i I I ~ U I
4752 DURHAM RD SB2 0.40 AC. 0.30 AC. 720 CU. FT 22 x 1 1 x 4 ; ~ ~ FT 20 x 10 x 4 ~ / / i~ I 1 Q / ~ I I ~ Z z ~ , ~ , I -
SB3 0.22 AC. 0.22 AC. 396 CU , , SB4 0.20 AC. 0.20 AC. 360 CU. FT 20 x 10 x 4 / / / , I I ` ~ / / / I J
m SB5 0.66 AC. 7,740 CU. FT 72 x 36 x 4 L 4.30 AC. , ~ / ~ / I ..-I I H O 2A 1
SB6 1.10 AC. 0.40. AC. 1,980 CU. FT 36 x 18 x 4 ~ ~ ' / ~ ~ I z ~ ' / I _I W a
~ ~ - ~ ~ ~ 3A y , I I, C ~
DENUDED AREA = 2.3 AC. / / I ~ I ~ ~ L 26,31a S.F. I ~I I a =
L ~ ; 1i ~ ~ 7, Z76 S. r SOUTHERN BELL TELEPHONE I - ~ I EX. CONC. ~ O 1-
i , i EQUIPMENT LOCATED IN CONC i ~ 1 EX. CONC. R/W MON. J (Y r r / _1--- NC GRID COORDINATES NAD 83 D O , ~ , THIS AREA. HAS NOT BEEN _~~y__- I I W
L ~ ~ m ~ r ~ ~ FIELD LOCATED. UON 1.58 „W I N = 816203.89 ~ Z
0 / ~ L ~ ~ ~ ~ I1o.39 s a' I I W ~ _ - - „
m ~ / _
~ 45 - I ~ o =
° _J 259. °c S 83° 43 a - 259.45 ~ (n „ I o e D s x3.43 °I W DEED I Z Z
° 3 OVERLAP I O
L EX EIP .L I ~
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0 ° ~ 2 w 0891268023 - •13
3 a APTIST CHURCH ° W I W ~ W EVANS GROVE B ;Z ~
c CREEDMOOR RD W"a I ~ W v RALEIGH NC 27612 ~ ' ~ I
° ~W~ J ~ Use Church Q
v " 12700 CREEDMOOR RD M M " f~i. ~ Z Z N O
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0 X NCGS MONUMENT "CREED" (n
Z NC GRID COORDINATES NAD "83" r Q N = 814636.153 SALE IN FEET Lu LL W
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0 m N N 0 25 50 100 150 200 Cie
O O N
0 O
7

[T'S THE LAW:
AS OF JANUARY 1. 1986 NORTH CAROLINA STATE LAW
a ~ d i I IF ~ ~1 ~ i REQUIRES ANYONE EXCAVATING WITH MECHANICAL EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY. PRIVATE
~ 1 ~ f Os~ ~ ~ UTILITY EASEMENTS. OR PUBLIC SPACES TO NOTIFY
, T - , ~ i 4 _ l; ~ -..,r , ~ /tea J ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING.
x t ,A ~..~-a-50.OD~ ,f n, ~ a NOTES:
1. ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
~ a Ir ll;~ ' I~~ a ~ ~ a~ ''ass v / i J r' r 4 a m I ~'r ' 1 t 1' - ~ 1~~/ ~ s j~ +~Q OF STRUCTURE TO CENTERLINE OF STRUCTURE,
+ ~ ~ 1 I ,~I ~ ~ / ~ .~O.y 2. CONTACT NORiH CAROLrVA ONE-CALL CENTER
0 ~S l i~~ 1111 !1~` f ~ + 0 ' r I I ~ - ~'r ' \ ~ / I _ _ i PRIOR TO ANY CONSTRUCTION. (800( 632949
m ! , 11111 --_-'N'.- " ' ; ~ / - - - 76, JO f
o r I- ~ _ ~ 0 f C I _ l l lli,( _ _O J' - I SIX3 . / U i • - r r----------------------------~ r----------------------
~ rlll' - - ~ ~ / I I I I ~ F-------, I I I I I I I I I I I 3 60. D' R.O.W. 3
c ; 11 \ / 1 I 0 O I O \ \ / I I I I I I I I ~ ~ I I I I 6.0' ~
a O \ \ ~ / I I I I I ~ - i t . - V A / I I I I I 6.0' 6.0' I I I I Shoulder 1 ~ Shoulder Ditch I I I 10,0' 10.0
€ O I' oa " l ~ SCIRCULAR I I I I I I I I I Pavement Pavement I I I I
m r ` w j i f ! DEFL = 45°28'0" I I ~ p I I I I f°n
~ I N_ A_- ~~•^•~~l i j T= 81.71 1 i I I I i + ~ I, of ~ ~ ! = I I + p r co / _ __i ! R 195.00 I I I I I I ~ N I I I I IIq"/Ft. ' %q"/Ff.
L. - I I I I '3 ~ Qnn = i ' ~ ! L = 154.76 I i I I I ,~~Ft. i„~ 11 ~ a w
u Ir ' ! I I I I I I I I 1 Ft, /z S-9.5A ` Z I I I I 4:~ ti Super\Pave Asphalt Mix -1
Ir ' K N I I I ~ I OZ I I I I _ I I I I I D 16" ~ J 2 V~ a ~
- o l x i- I 5~ ~ / ~ i I I I I I ~ O I I I I ~ V~ ~ ~
I , 192 S.F. I I I n. 'a ~ - 1 40,505 S.F. I I I I W =Q C I I I I CuT W~ V LL
t , ~ ~ ~ / I I I I I + ~ I'' ` ~ ~ G / I I I I I;.~. I - / ~ I I I I I I I 40172 S. F. I I z~ I I I I 40, 337 S. F. W o= Y
c - - - (n I 1 I I I _ ' - F I I I I S 8n ABC Z z~ Q I I I I to a Base
c ~f ~ ~ 1 I I I - ~ ' I r~ ~ 1 ~ `~i t H I j I I I I I I I =Z 3 I I I I ROADWAY CROSS-SEC W- c~
+ I , ~ ~ ~ ~ EL I I I I I ~ f` I i` r~' ~~.'~~.A ~ I 1 I I I I I 6 GRAVEL TEMP. I I TION u _ I I TURNAROUND I I N i ~ y °i ~ (@ ORMAL CROWN ~
L I I O ^ ~ I I w/ACCESS E I I ~ W I I ASEMENT I I ~ ~
1y - i , I , _ , EN w . ~ t---------------~ I- J ~ . z d I I I Z I N.T.S. •O~~ L------~---r----------------- I---------------------- W t° u. ~ to
+ I " ~ 8
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I ~ l ~ - ~ . . Z ~ • o t7
I I ~ + i ~ ~ t - '
p I / ~ / ~ 4' / , ~O si ~ O - ~ , ~ ~
_ , a ' / _ .r L I / i / / t i . / ~ ~ ~ v i / - ~ • ~ I / t ~ ~ ~ r / t , i 1 ' L / / ~ - - - - - ` I I ~
, + I / / - _ - - ~ i J J-°000 - - - - - I . - N _ .
, ~ r r ~ r ~ I r - ~ , ~ ' W CO u>~ IC , ` ~
+ ~ r , r~~i - = ~ ~ ~ , -n, , Na 00
~ ~ .r.. - , „ - F _ _ _ , - ~ _ . Z _ . _ V YJ 2 0s
C r i ~ / : _ ~ ~ - - _ _ ~W
o 107 LF - 2-72" CMP Q 0.85'/. ~ } ' i ' ~ ' • STA. 13+20.00 ~ W x _ ~g a
, INV. IN •317.0' ~ ~ I' ~ INV.OUT • 316.0' - ~ mV END PAVEMENT Curve Length = 340.00
~ (INVERTS 1.0' BELOW EXISTING GRADE) + t I , t K = 20.08 a LEGEND:
I , E _ -7.19 o PROPOSED TOP OF CURB > a LXISIING PN01-ILC C/L 0°
L I I 75 LF : 24"CMP Q 13.33% + I ~ ONV.IN 345.00 ~ I INV.OUT • 335.00' p0 ~ EXISTING PROFILE ALONG R/W RIGI IT
L I ~ Q25 • 10.32 cfs o I . ~ I~ - EXISTING PROFILE l1LONG R W LEFT
I ~ I HW/D • 0.88' L o I I In co r` VPI STA = 9+85.00 + ~ ~ Curve Length = 150.00
VPI ELV = 382.25 ~ K = 25.30
L I I m / E = 1.11
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0 c NIlIES: Seedbed Preparation
e' MAX. ~ YAAIABL AS DIRECTED BY THE ENGINEER 3' MIN 2' MIN 1 . PUT S[LT FENCE OR TREE PROTECTION FENCE UP L Chisel cgmpacted preps and spread topsoil three Inches deep over adverse 50' MIN, TO ENSURE CONSTRUCTION ENTRANCE IS USED. soil conditions, if available.
C COMPACTED C BUT SUFFICIENT TD KEEP 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT 2. Rip the entire area to SIX inches deep.
m Y SEDIMENT ON S[TE THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- 3. RemOVe all IOOSe rock, roots, and other obstructions leaving surface [NG OVER THE STONE THEN THE TIRES OF THE reasonabl smooth and uniform.
MIN. 12-1/2 CA. INTERIEDIATE STEEP CUT OR FILL SLOPE VEHICLES MJST BE WASHED BEFORE ENTERING THE Y
x MIN. 10 CA. WIRES Z LINE MIRE PUBLIC ROAD. 4. Apply agriculturallime, fertilizer an dsuperphosphate uniformly and mix 2"-3" STONE TO BE USED 25' OR WIDTH OF with s oll(see mixture).
S[rFNGE A9iI EXISTING EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET. 3 ON TOPTHEEPUBL~CTROADS THEPGOVERNOINGNAUOTHORITY 5. Continue tillage untlla well-pulverized, firm reasonably uniform seedbed ROADWAY BALLAST) WHICHEVER IS W[LL CLEAN THE AREA AND INVOICE THE FINANCIALLY IS re ared four to SIX inches dee
m i TAL EDT SEC ND 2:1 SLOPE (MAX 1 ROADWAY a GREATER. RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL p p p
m GRADE -STABILIZE DIVERSION DITCH 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding RESPONSIBILITY FORM. egUlpment Or CLltIpOCk after seeding.
CROSS SECTION ANO EROS~I ONACONTROLI~ 7. Mulch immediately after seeding and anchor mulch.
C NETTING m 8, Inspect allseeded areas and make necessary repairs or reseedings within
[N 0 U the planting season, if possible. If stand should be over 60% damaged, re-establish following the originallime, fertilizer and seeding rates.
TJ 0 e~ 9. Consult EFS Environmental Engineers on maintenance tratement and
` FRONT VIEW 6 fertilization after permanent cover is established.
v", STEEL POST UPSLOPE TOE POSITIVE GRADE 1.07 MAX. z Mixture o
E WOVEN MIRE FABTIC ~ L AgriculturalLimestone~ 2 tons/acre (3 tons/acre in clay soils) ~ ~
m SILT FENCE CEOTEXTILE FABRIC a 35 M[N. 15 MIN. NEW CONSTRUCTIO N E%ISTING ROADWA Fertilizer 1,000 Ibs/acre - 10-10-10 Superphosphate 500 Ibs/acre - 20% analysis a N
~ NG1E: o S[DE SLOPE ~ f -IISE SILT FENCE ON_Y YHEN DRAINAGE AREA Q ; f ILL SLOPE Z : 1 (MAX. I z Z Mulch 2 tons/acre -small grain straw ~ ~ a
* DIES NOf EX[fED 1/1 AOtE ANO NEVER IN , - AREAS ff COlCENTRATED FLOW a z • FUt REPAIR OF SILT ~ \ \ \ \ \ \ \ \ \ \ \ \ ~ FENCE FAILlRES. USE \ \ \ \ \ \ \ \ \ \ \ \ \ Iz" MIN. Anchor Asphalt Emulsion at 300 gals/acre 1 0 ? 6" M[N.
{Ip DF SILT FENCE NEEDS TO ff TU1NE0 )PRICE. Na 5T wASIEO STONE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TJ n GRADE fENCENISDPRDTECTINGT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ J a o
N CATCH BASIN. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ~ Seedin Schedule ~ a ` g ~ x ~
~ 0 6' MIN. COVER n I OVER SKIRT ~ STEEP CUT OR F [LL SLOPE FABRIC UNDER STONE W ~
m REVISIONS " m DATE DESCRIPTION ANCHOR SKIRT AS REVISIONS REVISIONS For Shoulders, Side Ditches, Slopes (Max 3~1)~ Date W O REVISIONS
L DIRECTED BY ENGINEER + DATE DESCRIPTION DATE DESCRIPT[C DESCRIPTION W ? O Aug 15 to Nov 1
c PLAN Vin SIDE VIEW - z =aoZN Tall Fescue z C7 co , m
~o 300 Ibs/acre W. w p°pf N
J~WO i W ~ n
° DIVERSION DITCH 9 ° M RARY SILT FENCE 1 STANDARD TE PO } CONSTRUCTION ENTRANCE 7 N°~ 1 to Mar 1 ,aoO~n Tall Fescue & Abruzzi Rye ~ ~ LL ~
° L 3Q~ Ibs/acre N ~ ~ ~ W
4~ BAFFLE (TYP I ~
} 5 FT pQSA~~M; FV,O MIN TSN EARTN BEP Mar 1 to Apr 15 - ~ 3 Tall Fescue ~J N ~ o LL
± 1.5 FT S~/N a Q°f La • ~ ~ 300 Ibs/acre o N a N
A Z a O~oc~
~ NOTES, 1800 CU fT/ACRE o 5 FT N/,~' A o ti:` MAX 3dp d° 3d d 3 d Apr 15 to Jun 30 ~ ~ ~ J 0 0 Hulled Common Bermudagrass ~ ~ ~ J ~
1. USE FOR DRAINAGE AREAS 12 M[N. a NOT EXCEEDING 5 (FIVE) AC o O 25 Ibs/acre ~ J ~ o, ~ as
PLAN ~ L 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING PLAN VIEW SUPAC SPUN BOUND 5 OUNCE MWIMUM = Os S
ACCORDING TO TRIANGLE SPECIFICATIONS. CROSS SECTION FABRIC s GEOTEXTILE FABRIC UNDERLINWG - ~ J ~Z V Jull to Aug 15
a p 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. Tall Fescue AND Brownto Millet or Sor hum-Sudan H brills=== ~ W W O W SECTION A-A p g y v, Z~ Z 1 5 Ibs/acre ( N a 2 Tall Fescue), 35 Ibs/acre (Browntop Millet); = 0 J 0
+ OVERFILL 6" EXTRA POST [N MIDDLE ~ DESIGN FOR SETTLEMENT 'HOG MIRE ATTACHE OF OPENING TYPE A-PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL _ Z = _ 30 Ibs/acre (Sorghum Sudan Hybrids) ~ ~ W
m SETTLED ~ TO POSTS PITH LENGTHS OWOW
T~ 21u i OF YIAE HOR[$1NTAL IETAL POST SEO[IENT PIT .N MIN MIRED SECURELY TO VERTICAL SEE PL. m 1' FREEBOARD PDSrs SEE PLAN FOR DIMENSIONS For Shoulders, Side Ditches, Slopes Slopes (3~1 to 2~1) M n, w c w ~ NOTES W ~ ~p F- ~ F
0 m II I I II I - o (1) d-1.5 TIMES THE MAXIMUM STONE DIAMETER Mar 1 to Jun 1 , ~ BUT NOT LESS THAN 6 INCHES.
- g 10 FT MIN p 1 . FT CLASS ah RIP ~ ~ X2:1 SIDE s _ m (2) d ~P ABOVE MA%IMUM TAILWATER OR TOP OF Sericea Lespedeza (scarified) and USe the following combinations
5 FT ~ ~ g~ ° SLOPE MAX J CHANNEL BANK (WHICHEVER IS LESS). 5D Ibs/acre (Sericea Lespedeza). o ~ (3) La•LENGTH OF RIPRAP APRON.
m ~ MAX FILL IIII o ° $ ~ r NOTES; f ll O ~ A RIC CUT AN FABRIC FOLDE Mar 1 to Apr 15
m FILTE ~ 1 :1 SIDE SLOPE 1. DRIVE STEEL FENCE POST AT LEAST iB" INTO OVER THE HOAIIDNALOED POST HORIZONTAL ~ Add Tall Fescue
o FABRIC ~ MAX NATURAL SOLID GROUND FENCE POST GROUND 2. MOOD POSTS ARE NOT ACCEPTABLE p _ . _ _ - 3 FT NORIIDNTAL Pon 120 Ibs/acre
C 3. USE nAPLES 1' APART TO ATTACH FABRIC PERSPECTIVE VIEW MIN TO 'HOC WIRE' FENCE AND FABRIC
BURIED IN TRENC ~ BAFFLE SPACED AS PER APPROVED PUN. TOP ff BAFFLE SHOULD BE 6' Lo Mar 1 to Jun 30 Or add Weeping Love grass
HIGHER THAN TIE BOTTOM ff m MAINTENANCE THE sPULwAY j I d{ SEE PLAN FOR DIMENSIONS 10 Ibs/acre ; N I z
~ BOTTOA OF BAFFLE I 6'xG" TAENC ,i 0 INSPECT TEMPORARY SEDIMENT TARPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL d Mar 1 to Jun 30 Z 0
D[IIENSIONS WHEN THE SEOINENT HAS ACCUMIIUTED TO QIE~iALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMMIVED IN TRENCH AND TRENCH BACKFllLEO AND m , A DESIGNATED DISPOSAL AREA AND iEPLACE THE CONTAMINATED PlltT OF THE GRAVEL FACING. FILLm MITN SOIL AND COMB'ACTED L COMPACTED SUPAC SPUN BOUND 5 OUNCE MINIMUM Or add Julled Common Bermuda rass ~ N
c REVISIONS CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CNECK THE DEPTH OF THE SPILLYAY 7D ENSURE IT IS A MINIMUM REVS IONS SECTION B-8 GEOTEXTILE FABRIC UNDERLINWG g F- 25 Ibs/acre a_ ~
o DATE DESCRIPTION OF~E5 F~BERP AAP DISPLACED FIOMHTHE SPNLLYAY M1S~EIREPLACEDLIMEOIATELIYFIENT of THE EMBMMRMEMT TO SLIGHTLY ABOVE DES]CN DATE DESCRIPTION SECTION AT OPENING E TYPE B-PIPE OUTLET TO WELL-DEFINED CHANNEL ~ ~
{ STABILIZE THE EMBIANKMEM AND ALL DISTURBED AREAS ABOVE THE sED11ENT POOL AND DOYNSTREAM FROM t11E TRAP [MY~EDIATELY AFTER BAFFLE INSTALLATION -STEP 2 CIINSIRIICTIfIN III TN SFFIIINf. Jun 1 to Sept 1 ~ _ _r _ _ _ T~tll~r•;riu• ~t`IIl I~rnwril~~l~ M~ilh~l .,r `~~~i~lhiirn `;iirl~iri Ilyhri~i~;~~~ o
L _ - _ I ~~-'~Q~~~j ILU Ibs/acre l I all rescue); ,5~ Ibs/acre ldrownto MulleU~ VU P
3A GRAVEL 8~ RIP RAP FILTER BASIN 3B V L 8~ RIP RAP BASIN/OUTLET 30 Ibs/acre (Sorghum-Sudan Hybrids> W
GRA E o dept 1 to Mar 1 a
o - Sericea Lespedeza (unhulled & unscarified) AND TaIlFescue
v CAP TOP OF PIPE 6" PVC OR m 6" PPC RISER WITH SLATS 70 Ibs/acre (Seriecea Lespedeza): 120 Ibs/acre (Tall Fescue)
p 1' FREE8DAR0 YIN. o Nov 1 to Mar 1 Z
° TOP OF BERM 1' 2' L MIN. MN. AND Abruzzi Rye
0 m _ TOP ELEVATION OF STORMWATER 25 Ibs/acre m
z Z Consult EFS Environmental Engineer for additional information a 3
o F~aW 1' FLOOD STORAGE ZONE I (VAX') u z ~ - TARP 1 3 ~ -III- 3' SEDIMENT MIN. concerning other alternatives for vegetation of denuded areas.
STORAGE ZONE NT The above vegetation rates are those which do well under o
m ~ - 1.5' MAX, SEDIME 4" PVC p ' I- I DEPTH ~ --II II II~~ II II-- IIIIII _ localconditions; other seeding rate combinations are possible. N
0 ~ _I lll~t 111 TEMPORARY Reseed according to optimum season for J
~ II III II III III III II III m MAXIMUM LEVEL OF SEDIMENT SEE NOTE 1 TARP EXTENDS TD TOE DF BACK SLOPE desired permanent vegetation. Do not allow temporary cover ~ Q
m COLLECTED. CLEAN BASIN ~5 WASHED STONE FILTER 8'MIN. n WHEN THIS LEVEL IS REACHED. TO TOP OF SLOTS to row over 12" in hel ht before mowin otherwise fescue ° ~ 9 9 g. ~ a
0 may be shaded out. ~ o
SECTION THRU BASIN & FILTER t 0 0
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L 0 °o O
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m ~ Drawdown riser shall be 6" SCH 40 PVC with clean out cap and I/z" dia. holes. z F. J
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shall be accordin to available supply. If multiple tarps are used then tarps shall be PERSPECTIVE VIEW W Q ~ ~ U
overla ed at least 12 inches. Upstream tarp shall overlap downstream tarp. The tarp sphallbe 0.50 mil heavy duty silver tarpaulins for sun resistance.
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