20041841 Ver 1_Complete File_20041115

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 11, 2005 ,/
DWQ Project # 40-1841
Wake County
John Brown
740 Lock Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2
UT to Middle Creek
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. Brown:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.23 acres of wetlands, 135 feet of streams and 10,210 square feet (ft) of
protected riparian buffers for the purpose of a road crossing at;the subject property, as described within
your application dated October 25, 2004 and received by the N.C. Division of Water Quality (DWQ) on
November 12, 2004 and all additional information submitted and received by the DWQ on March 31,
2005, April 15, 2005 and June 16, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The
Certification(s) allows you to use Nationwide Permit(s) 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 and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or 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.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 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: http://h2o.enr.state.nc.us/ncwetlands
N r Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
$
John Brown
Page 2 of 4
7/11/05
Amount Approved
(Units) Plan Location or Reference
Stream 135 (feet) Sheet 2 and 4
404 Wetlands 0.23 acres Sheet 2 and 4
Buffers 10,210 (square ft.) Sheet 2 and 4
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
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 project.
5. 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.
6. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected
stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B.0233(5).
John Brown
Page 3 of 4
7/11/05
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 June 16, 2005 (DWQ
stamp in date). 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.
7. 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 213.0233 and GC 3404.
Written Stormwater Management Plan
An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this Office
before the impacts specified in this Certification occur per Condition No. 4 in GC No. 3404. The
stormwater management plan must include worksheets, plans and specifications for stormwater
management facilities that are appropriate for surface waters classified as Class C and designed to
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual and GC No 3404. These facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the Division of Water
Quality. Also, before any permanent building is occupied at the subject site, the facilities (as
approved by this Office) shall be constructed and operational, and the stormwater management
plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No
changes to the structural stormwater practices shall be made without written authorization from
the Division of Water Quality.
9. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stonnwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state.ne.us/su/Forins Doctanents.hbn.
s
John Brown
Page 4 of 4
7/11/05
10. 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.
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. 15013.
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,
?f 1 Alan W. Klimek, P.E.
AWK/dae
Enclosures: GC 3404
Certificate of Completion
cc: Mike Steward-Stewart-Proctor Engineering, 319 Chapanoke Road, Raleigh, NC 27603
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041841 TheHeritage2(Wake)401+NBR
`?ansmittal
STEWA.RT .2 R0CTOR PL'.LC
ENGINEERING & SURVEYING
319 CHAPANOK.E R DAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Date:
Auendon:
n& /1(, X05

F@[NOW12 p
JUN 1 6 2005
From:
No, of pagcs:
(Including this covcr)
Commcnt(s):
139Ar+oo? r??La.-,B
DENR - WATER QUALITY
Vi-E n.ANDS AND STOPUNATER BRANCH
TP16 ?-wz 01- rail
5 Sri z ?? pv??S..
S SeS of ..GArCC,0C-4,TL 4-J?
Reply requested: _ Yes _ No

ENGINEERING & SURVEYING
PCX APPLI A TION FOR
FOR
THE HE TA GE PHASE 2
SUBDIVISION
D WQ PROJECT # 04-141
p@ @ mow fR
u
JUN 1 6 2005
DENR - WATER QUALITY
15ETMIDS AND STORt.{'i'r'ATER 6RAACti
Brandon McLamb
Stewart-Proctor Engineering
Phone: [phone]
Fax: [phone]
Email: BLI'IIElCabellsouth.uet
,?.uui::rrr:r;;
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
Addressed Comments for THE HERITAGE PHASE 2 DWQ PROJECT #04-1841
1. The site plan calls for one new stream crossing.
2. A layout of the stormwater management practices as required by GC 3404 and
the Neuse river buffer rules has been provided. Two stormwater detention
ponds will be provided and designed to pre-post equalization for the 2 and 10
year storms that will capture runoff from the site. This will also help with
nitrogen reduction and will be reviewed and approved by Town of Cary
Stormwater Control Department.
ADDITIONAL NOTES:
The impervious surface area of the project will be 30% or less as required by the
Town Of Cary. Impervious limits to be set with deed restrictions and enforced at the
time of plot plan and building permit applications.
Level spreaders have been placed on each corner of the Neuse Buffer crossing in
order to achieve diffuse flow from all angles.
17,2005 14:14 9193635120 Page 1
?F VJ ATE
off qp+?
Q `c
%f idraul F. tiasicy, (iovemor
William G. ROM, Jr., Sccrcl:rty
h'onh Carolina N. )1111TIro1 of environment and tJatufal Rwuurekx
May 13, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Bruwn:
Alan W. Klimck, RE. nirwer
Ditrsion of Water Qualay
DWQ Project # 04-1841
Wake County
Oil November 15, 2004, the Division of Water Quality (DWQ) received your application dated
October 25, 2004 with additional infurmation received on February 17, 2005 and March 31,
2005 to impact 8,500 square feet of buffers and 120 feet of meatus to construct the proposed
residential fill. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands and/or streams on the subject
property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H .0506 and will place
this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a_ Please describe whether the site plan calls for one, new stream crossing or two new
crossings.
b. Please provide details for the stormwater management practices as required by GC
3404 and the Neuse River Huffer rules. The Neuse River buffer rules required diffuse
flow or a stormwater devise that removes nitrogen. Please provide plans for an
extended detention wetland designed to meet DWQ's design criteria for this
development.
Please respond within three weeks of the date of this letter by sending this inf mnation to the in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we du not hear from you within
401 Oversight ?c>?ress Rev--aw Perm tiixj t Rl
1E15V flat Serv.t;u Ceniur, Raleigh, Ncrh Carolina 2769916`0
9321 Crabtree Boulevard, Suite 25Q Ra'c?1>, tbc!h Carctna TGZA
Phene: 919.73317661 FAX 919-733£6931 Internet. Min f t 2?cr); .ylatu.nc usincvvetlands
17rr
N' Lhauulina
A7111!'illtfy
An Equal 0ppor uni;y'Altrrnalive Action Enp cyer - 501. Recyclyy" a^: Post Consu;ner Paper
MAY 17,2005 14:15 9193635120 Page 1
John Browtt
Page 2 of 2
May 13, 2005
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. C:ymdi Karoly or John Domey at
919-733-1736 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
CBKlbs
i i arol Supcrviso
0 ersight Unit
V
cc: Eric Kull, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Mike Stewart, Stewart-Procter Engineering, 319 Chapanoke Road, Suite 106, Raleigh,
NC 2760.3
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WA7-F'4
pci
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the;U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by. Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army,mil/wetiands/Perm apn htm'
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at btip://www.saw.usarc.army.miI/wet]ands/rezoui.htm, or contact one of the field
offices listed on page 3 of this application. The wcbsite also lists the.responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http:/ih2o.enr.state.nc.us/newet]ands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources/
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12$93 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nw,nfinalFedReg pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o,chnr.state.nc.us/ncwctlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabamrs Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engincers Bcrtie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquirnans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pcnder
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617-
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Ponder
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: (919) 733=2293 Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 12
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0-4- ) 0641
(If my 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 [Z Riparian or Watershed Buffer Rules
Q Section 10 Permit Q Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: u n rio?? v. 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: [ j
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: M
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Man f
Environmental Concern (see the top of page 2 for further details), T S1
H. Applicant Information JUN 16 2005
1. Owner/Applicant Information DENR-wX[ERQU,%LITY
Name: 50HO l3enti,J Y, --nA11DSFJaDS?t irXTERERAl.C41
Mailing Addressi 74d Loch H&HLAa()s P,9-.
1ZALE161-4 1 0. G, 2'74-04z
Telephone Number: 7-19-IfgS5' Fax Number: 779-/G1,/
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: srEtlner-P9 poop, AIXF- sra.1AAr
Company Affiliation: -P,JG/,,JI: EfZ ixi a
Mailing Address: 3i g G1fApAN0k.6 PoAn
2 LEl_N .,1.G. 27403
Tclephone Number:-71q-145s- )~ax Number: 7 7 9 -A,&1
E-mail Address: S-rEwAr_i PE 6/-_1 AO L
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size, DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: THE UEe 1 r A GF PHASE ?_
2. T.I.P. Project Number or State Project Number (NCDOT Only):_ _1i IN
3. Property Identification Number (Tax PIN):_ 06,,?9.01-3S-Do3.S
4. Location
County: VA k r- Nearest Town:Tdw t1 of C /} 2 Y
Subdivision name (include phase/lot number): TH6 14Cg rrAGE leM.SE 2
Directions to site (include road numbers, landmarks, etc.): tiFAe rf+ E i iTE2sEe-Tin.J
LOP wEsTLAKE J0. 4- oPr/111s1- 24.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 12-I. D6 fit-.
7. Nearest body of water (stream/river/sound/ocean/lake): MOLE, e,eKox
8. River Basin: P r-yS 61
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr,state.ne.us/admin/mss/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: t papiE0
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
J_APa USC PeoPOSEb 7-c3 RF- 2E 1n1'?JT1AL , YYPE of
f-',Q?11PME,Jr tQ ?,J«uoF AI)LL A07j6*2 6,i2AD1y& PAO
&JO tKAeKNvE
11. Explain the purpose of the proposed work: -rcO ?= I t,t. 13AS?A1 A L . A o ?_
PPoPOSEO DA 40
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.
OnoE
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.
OoJE A6ateiPA?i5D
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: RE 5 1 oe,\j-r•#at_ Ao40,,,, tA..
C-9-OS-S t'1C9 1 Z 60CSP Lt+va 13 5 L >? . DF <TC-?-eAAM I?naGi
IrICL-Vt? %JG 'P46 PIKE D?s5;, 1 i'U-T02 P'Ab,
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
I00-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 pip6 i LL 23 0 0 1 wGresarll?

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 27.1 Ac
.
Total area of wetland impact proposed: 0.0 0 Ac .
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
FIVE/r,tc, 1 3 5 ur 7-0 MippLf-

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
wwvw.uses.uov. Several internet sites also allow direct download and printing of USGS maps (e.g., %v1%1v.1opo7one.COm,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of ImpaW Area of
Impact
acres
Name Wat)
(if f applicable) Type of Waterbody
(lake' and estuary,
pond,
a ' ocean, tc sound,

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
GREEK t2AV69s?e_o PrtzeosS PIZoSi?Gr A1`Ip c,er ss??G
GNA??l? tJAS QEG?VI?El? t t7 AG?Fss !-!&M 620Q00
1-0 r1K) in 1zF lr,PACT G2osSi.V U S S T AT A 90'A /, E
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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/strm-gide.litm].
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 casement, 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
(919) 733-520$ 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/wm/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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)
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 Ni;Oss )?
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 00 D 5(? 3
2 -4 30 sF 1.5
Total 10, 210
Gone I extends out 3U legit perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
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.
r- iLSV.124 P2oPftr5/ is w002-r4 - PKnoosF 1.5 4. cars s IrE 1-5
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility:
- r0wp-or41AeY t9??6f.
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 2]
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).
/o as
Applicant/Agent's Signature Dad
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
• 1 ,
Y
DWQ Project No. OA - 113 4 )
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: -r;46 F4ErzinAr c-, arc E -,-
Contact Person: 5--R+ j -r-6C L- Phone Number. (71? ) -77 If V3 S S
Level Spreader ID:. W- 3
Level Spreader Length 51' ft.
Drainage Area o-4 ac.
Impervious Area V-4 , ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm 0.10 cfs
Max. Discharge to Level Spreader -v 14? cfs
Filter Strip/Buffer Vegetation 1r1L4S ?
Pre-treatment or Bypass Method my-) E
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
.?1 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
13 vn Pre-Form Scour Holes are on flat slopes only
G r, wI No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No. aq - V b,4
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : T_4e V4ez)T-act< r pwofs. E 2
Contact Person: T6?- r TEE L, Phone Number. NIT 1 -rl i - (65 57
Level Spreader ID:. # 0-
Level Spreader Length SS ft.
Drainage Area Cl • 4 ac.
Impervious Area S•v ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm 4. Z-3 cfs
Max. Discharge to Level Spreader .i zS cfs
Filter Strip/Buffer Vegetation -? G44 s S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N o nl E
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 fL per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQProject No. Q4 - 1891
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : -1-1+r-- 17wprs e Z
Contact Person: :So+r
Level Spreader ID:. -j:p
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
,J M:. IA-M Q
D. 14 ac.
O,?4 ac.
5 %
Max. Discharge from a 10 Year Storm 0-0G CIS
Max. Discharge to Level Spreader n 0(, cfs
Filter Strip/Buffer Vegetation &(Z6} -
Pre-treatment or Bypass Method moo t
REQUIRED ITEMS CHECKLIST
Phone Number. ( `t t 4) -7'7 9- 1 &S S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
C31,M Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
r3Lrrn . No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
V 1 Y
DWQ Project No. 0A - 1111
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : -rq r > ??? ?ra h t , P 4pr& E
Contact Person: T; p?r Tr>Grc -J M=La-P-mfyPhone Number. fgIq) -719- 1 G55
Level Spreader ID:. W6
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
SS ft. (perpendicular to flow)
1.4 ac. (on-site and off-site drainage to the level spreader)
5.O ac. (on-site and off-site drainage to the level spreader)
S % (6% for forested, leaf littler cover, 8% for thick ground cover)*
y.23 cfs
?. z3 cfs
R/a SS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
µ o,J
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Gt_ N1 Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
3u m Pre-Form Scour Holes are on flat slopes only
3 LM • No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
p?pF \NA'111 o Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
May 13, 2005
DWQ Project # 04-1841
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Brown:
On November 15, 2004, the Division of Water Quality (DWQ) received your application dated
October 25, 2004 with additional information received on February 17, 2005 and March 31,
2005 to impact 8,500 square feet of buffers and 120 feet of streams to construct the proposed
residential fill. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands and/or streams on the subject
property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H .0506 and will place
this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please describe whether the site plan calls for one, new stream crossing or two new
crossings.
b. Please provide details for the stormwater management practices as required by GC
3404 and the Neuse River Buffer rules. The Neuse River buffer roles required diffuse
flow or a stormwater devise that removes nitrogen. Please provide plans for an
extended detention wetland designed to meet DWQ's design criteria for this
development.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
401 Oversighl/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.sta!e.nc.us/ncwetiands
N???r`?tCarolina
Naturally
An Equal Opportunity/Affirmative Acton Employer- 50% Recycled/10°o Post Consumer Paper
f
STEWART-PR O RTO R
ENGINEERING & SURVEYING
PCN APPLICA TION FORM
FOR
THE HERITAGE PHASE 2
SUBDIVISION
DWQ PROJECT # 04-1841
APR 5 ?on5
Brandon McLamb
Stewart-Proctor Engineering
Phone: [phone]
Fax: [phone]
Email: BLAIEI@bellsouth-net
D 'l 8T7ER UUA
X-
??ts ?03
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
OF V 4A
T FRQG Michael F. Exley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Nanral Resources
O ? Alan W. IUimck, P.E. Director
Division of Water Quality
April 5, 2005
DWQ Project# 04-1841
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Brown:
On November 15, 2004, the Division of Water Quality (DWQ) received your application dated October
25, 2004 with additional information received on February 17; 2005 and March 31, 2005 to impact 8,500
square feet of buffers and 120 feet of streams to construct the proposed residential fill. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. To date, you have still not delineated permanent and/or temporary impacts to the stream on the
plan. Impacts to the stream are not calculated as the length of the pipe but the length of natural
stream which is going to be piped. In this case it appear to be approximately 270 feet. Please
revise your application accordingly.
c. Please show all wetland impacts including fill slopes on the site plan.
d. Please indicate all buffer impacts on the site plan. Please separate into Zone 1 or 2 and
delineate impacts in each zone.
e. Please indicate the location of the protected buffers as overlays on the site plan.
f. Please locate all isolated or non-isolated wetlands, streams and other Waters of the State as
overlays on the site plan.
g. Please locate any planned sewer lines on the site plan.
h. Please specify the percent of project imperviousness area based on the estimated built-out
conditions. Please give actual percentage and associated calculations.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet htti):/lh2o.enr.state.nc.us/ncwetlands
No`s Carolina
at1,<r 1!
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Addressed Comments for THE HERITAGE PHASE 2 DWQ PROJECT #04-1841
1. Plan Details
a. All stream impacts including all fill slopes, dissipaters, and bank
stabilization (via wings on headwall and rip rap) are shown on the site
plan.
b. The impacts to the stream are delineated on the site plan. The area of
impacted wetlands has been measured by the stream impact, and not the
length of pipe. The stream impact ha been recalculated to be 135',
including the dissipater and the stream length. Note the scale in the blown
up portion of the site plan is 1" = 50'. This should clear up any doubt of
stream impact length.
c. All wetland impacts are delineated, hatched, and labeled on the site plan.
d. All buffer impacts are delineated, hatched, and labeled as Zone 1 and Zone
2 along with the areas of impact of both zones.
e. The protected buffers are drawn and labeled on the site plan.
f. The wetlands impacted on this site is contained within the 3.5' stream.
This has been delineated, hatched, and labeled on the site plan, along with
a labeled area of impact, 0.01 acres.
g. A note on the plan was added stating "Sewerline will be placed at a
minimum of 18" above the 60" pipes at the crossing. The sewerline will
be designed with the construction drawings."
h. There is a 15% maximum impervious surface on the site and no greater
than 30% on each individual lot. The impervious surface calculations are
on the site plan under "STORMWATER CONTROL AND
MANAGEMENT IMPERVIOUS CALCULATIONS".
2. Avoidance and/or Minimization:
The dissipater pad labeled on the plans has been reduced to 38' in length to
minimize impacts to the stream.
3. Mitigation:
As mentioned before, the new stream impact is 135'. The plans clearly state this
and the delineation of this will scale off accordingly. Therefore no mitigation will
be required for this project.
4
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o?ArF
Pre-Construction Notif cation (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian' Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the; U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by. Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications: This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual ,Permit application form is available online at
httT)://www.saw.usace.army.mil/wetiands/Penn-app.htm*
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which p"Mit applies to your project, please go to the
USACE website at hM:#Yrww.saw.usace.anny.mil/wetlands/reZoui.htin, or contact one of the field
offices listed on page 3 of this application The website also lists the. responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the intcrnet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12$93 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands6 wpfina]FedReg:pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification Or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at ham://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabartus Graham Madison Stanley
Raleigh Regulatory Field Officc Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh; NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertic Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Hamett Pendcr
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson'
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 276994619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquinuns
Telephone: [phone] Camden Darc Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kcmersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
R12@120W120
APR 1 6 2005
Office Use Only: DENR - WATER QUALITY Form Version May 2002
V.7- 1AWSA140STORMATERBRANCH
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
[Z Section 404 Permit [M Riparian or Watershed Buffer Rifles
0 Section 10 Permit 0 Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: u a-riopw,pal _4
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: [, i
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: 13
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: -Tofio [iPnr?Jj
Mailing Address:_ 74a LOcN WwJLAOQ_s PP-.
R AL 161- I O. C. 2'76-0(a
Telephone Number: 7-14-IA5'S Fax Number: 779-&4/
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant,)
Name: Sf9t?Aer-P2GcTo2 A1KE sn"Ar
Company Aff=iliation: 4owG JCER1Nis
Mailing Address: :?i4 tumpANokg goxa
aAl'Ef.m .AJ,L, 27(.03
TelephoneNumbcr: 779 ??SS ?;axNumber:_ 779-/?oL/
E-mail Address:srEc?At_i PE 40, A0 L
Page 5 of 12
111. 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 I 1 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: T H F, h+Ee t rA GE PRA- s9 2-
2. T.I.P. Project Number or State Project Number (NCDOT Only): U 1/a-
3. Property Identification Number (Tax PIN): 0671o]7:3.S?0 0 3S
4. Location
County: VA k r- Nearest Town: -row tit o j:: GA2 Y
Subdivision name (include phase/lot number): 711E 14eg nrAr.E eHASE L
Directions to site (include road numbers, landmarks, etc.): NJ Ae rf+-E r,27f2sEc.V ox)
coF wEsTLAKE W_ d- oPrO1s7- 2Q.
5. Site coordinates, if available (LTTM or LaVUng):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1 Z1. o Ae-.
7. Nearest body of water (stream/river/sound/ocean/lake): 111 OcE e.eE,
8. River Basin: or_v5E
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httt)://h2o.cnr.statc.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: woo0E0
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAND USC PeaPOSED Ty Ar- RESro6,JTIAL . TYPE of
CQOJPPJ"r fo Ili-ILv0E BULL 100zE"2..6-2ADI.211 PAO
A08 tKACKHOE.
11. Explain the purpose of the proposed work: -r o r=I L . BAsI,,.J Ae-n ot=
PQoPosEO ROAD
IV. Prior Project History
If jurisdictional determinations and/or perriiits 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.
00P E
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.
OWE a?N,ciPATCD
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.
Page 7 of 12
1. Provide a written description of the proposed impacts:-
C-9- OS-I& l?l(9 . 2 617'' Cs P_ At40 t;
11,1CI- VN%NG N6 Ple C- D1SC- I 1> /kTo2 PAS.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
SITE p 117E 1 t_t 23 o .QGrLA'J9

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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://w-%kAv.fem i.aov.
**• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) 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: Z7.1 Ac -
Total area of wetland impact proposed: 0.01 AC .
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
Pipe/ rtLL 13 5 UT To WttDD "In I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
uww.uscs.sov. Several internet sites also allow direct download and printing of USGS maps www.tor,ozone.com,
www'.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
i

Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on niap)
Type of Impact* Area of
Iubiact
acres Name of Waterbody
(if applicable) Type of Waterbury
(lake, pond, estuary, sound,
bay, ocean, etc.

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower4inpact
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.
GREEK TIZAVigSED Nezeo-1S PrtosEGT Aoo eeofs1,?6
.1NAaP-EL_ I?AS QEQvILEA rn AG?Ess 1414H 61 OUAJO
Tt7 r ioin i zE 1r?PA4T ,,eo-uiA)1- k)A5 S E r AT A 7D'A.J4GE
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal, Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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.ne.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, cnhancenient, 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/wm/index.htm. If use of
the NCWR.P is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 0
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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 Nugsa )?
Yes [2No ? 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
I 0 O 5io 3
2 4 3o sF 1.5
Total 10 2-10
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

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.
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.
>'u/ST/,?G pgopgIy is tAia ED - proposr 1 t zG LoTS -? 1rE !.s
LOJP2rr1 aY UAKE Co. STOL1141ATC iCFGyGATIo?lS.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
y'ow&J oF__GACY_ SEi?E?C
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 (1
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).
h /0
Applicant/Agent's Signature "Date/
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
. + ' t
DWQ Project No. 04 - 1$ 4 )
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: '114 6- 14grz.rrar.,-, F?+a-Sr: 2
Contact Person: 3144tj -re e- - Phone Number. (q!q) .-77q- (1065-
Level Spreader ID:. ff:?3
Level Spreader Length S i ft.
Drainage Area n .4 ac.
Impervious Area D. 4 ac.
Maximum Filter Strip/Buffer Slope 5 %
grass
Max. Discharge from a 10 Year Storm D. t cfs
Max. Discharge to Level Spreader _ 2, 1 cfs
Filter Strip/Buffer Vegetation r1i_
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method No,,) C-
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a vrorksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
tj _??1 Level spreader is at least 13 it per cfs for thick ground cover or grass or 100 R per cfs in canopied forest with leaf
litter.
?1 r.M Pre-Form Scour Holes are on flat slopes only
t'; t, W1 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. DA - V b -4 1
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Tt+t; 14flz.11"4d_e:? , PH-JA-&r= -
2-Contact Person: ?"bH N T" t- Phone Number. jq IT 1 ?1R- 1E,557
Level Spreader ID:. ppe- 4
Level Spreader Length S.5 ft (perpendicular to flow)
Drainage Area A - 4 ac. (on-site and off-site drainage to the level spreader)
Impervious Area S. v ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 5 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storrs 4- Z*3 cfs
Max. Discharge to Level Spreader z S cfs
Filter StripBuffer Vegetation 61.440 S
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method (4000
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Level spreader is at least 13 fL per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Print View
Page 1 of 1
From: Eric Kulz <[e-mail]>
To: 'Debbie Edwards' <[e-mail]>, Larry Eaton <[e-mail]>, Laurie. [e-mail]
Cc:
Subject: 04-1841 (The Heritage Phase 2)
Date: Wed, 11 May 2005 08:04:47 -0400
Hey Folks;
I wasn't sure who to send this to. The comments on the triage sheet
mention that the consultant may be using "open space" acreages in their
impervious calculations. I talked with Brandon McLamb and Mike Stewart
(Stewart and Procter) regarding this project. The calculations for
impervious surface were based on Phase 2 (area on the plan within the
heavy black line) and did include some of the open space, which allowed
them to stay under 30% impervious. Mike Stewart did indicate that they
have stormwater ponds (required by the Town of Cary) in the earlier
phases, and they will probably do some ponds in this phase as well,
depending on what the town of Cary requires.
Due to the density of the cluster development, we may want to at least
have them submit their plans for stormwater management, although since
they are below 30%, I don't know if we can ask for that.
There is a discrepancy on Page 8, Section VI 2. of the PCN. Table says
0.23 acres of wetland impact, but the line asking for the total wetland
impact below the table says 0.01 acre. Brandon McLamb said that the
wetlands are restricted to the stream channel, and I told him that they
are then stream channel impacts, and not wetlands (they are listing
impacts twice; once for channel, and the same impacts for wetlands).
With respect to the stormwater issue, I defer to you all to sort that
out, as I don't really have enough experience to know what we can and
can't ask for.
My comments are on FileMaker.
Eric
0 eric.kulz.vcf (0.2 KB)
littps:Hcros.ncmail.net/nail/MessagcPrintView?sid=B 156C221 DD50F6CFD4EEE3A9134... 5/12/2005
Triage Check List
Date: Vz,t/0 S' Proje6t Name: t?e l??r?-fky? FAAre Z % j-,,4,, Al"k,
1
DWQ#: 011
County: V/n+<<
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Mike Horan
From: Lal-ry E<<>?H Telephone : (919) 71s-?Y7/
The file attached is being forwarded (o dour for your evaluation.
Please call if you need assn' tance.
? Stream length impacted '.
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
( Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
® Check drawings for accuracy
? Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: e ?lr?,?? ???,?? ,12P!L???? /.L?? /???1
?i/ /1 in 1I WI o/ /,/Y !7 A-,,f t? n /I D AI /ifs fI ?D ? /Y/In 7/-/ ?

/7) j 0 0&2_416441 "O-L)
OF W AT`Z9 Michael F. Easley, Governor
\Q (, William G. Ross Jr., Secretary
Vj North Carolina Department of Environment and Natural Resources
-i
Alan W. Klimek, P.E. Director
o -c
Division of Water Quality
April 5, 2005
DWQ Project # 04-1841
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Brown:
On November 15, 2004, the Division of Water Quality (DWQ) received your application dated October
25, 2004 with additional information received on February 17, 2005 and March 31, 2005 to impact 8,500
square feet of buffers and 120 feet of streams to construct the proposed residential fill. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. To date, you have still not delineated permanent and/or temporary impacts to the stream on the
plan. Impacts to the stream are not calculated as the length of the pipe but the length of natural
stream which is going to be piped. In this case it appear to be approximately 270 feet. Please
revise your application accordingly.
c. Please show all wetland impacts including fill slopes on the site plan.
d. Please indicate all buffer impacts on the site plan. Please separate into Zone 1 or 2 and
delineate impacts in each zone.
e. Please indicate the location of the protected buffers as overlays on the site plan.
f. Please locate all isolated or non-isolated wetlands, streams and other Waters of the State as
overlays on the site plan.
g. Please locate any planned sewer lines on the site plan.
h. Please specify the percent of project imperviousness area based on the estimated built-out
conditions. Please give actual percentage and associated calculations.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/nc?vetlands
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No thCarolm
J13ahrra!!?
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
John Brown
Page 2 of 2
April 5, 2005
2. Avoidance and/or Minimization
This Office believes that the dissipator pad labeled on the plans can be reduced in size to minimize
the impacts to the stream. Please revise the plans to minimize the impacts.
3. Mitigation
Based on the plans provided, it appears stream impacts are greater than 150 linear feet. Please
provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A
NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or John Dorney at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight Unit
CBK/bs
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Mike Stewart, Stewart-Procter Engineering, 319 Chapanoke Road, Suite 106, Raleigh, NC 27603
Filename: 04-1841 The Heritage Phase 2 (Wake) On Bold 2
Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CH.A.PANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE; [phone]
FAX.' [phone]
Daie: o3- 3 ( - o s-
Attention: GYN?t "C)
From: Sfl c?N Ttf E L
No. of pages:
(Including this cover) 14-A- CC
Comment(s):
A'TA-G a-6 D 2 C t? a r c• S of= o,-j C?
P G2..-, t j4-P1- L c C q-'rc - J ?-
L .? S
Rcply requested: _ Yes No
STEWART-PR 0 CTO R
ENGINEERING & SURVEYING

MAP I N11115
DENR-`47AjL "Ll Y
i'izTLNZS AND STO; ATER E'WJ 11
PCN APPLICA TION FORM
FOR
THE HERITA GE PHASE 2
SUBDIVISION
D WQ PROJECT # 04-1841
Brandon McLamb
Stewart-Proctor Engineering
Phone: [phone]
Fax: [phone]
Email: BLMEI@bellsoutl:.net
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
OF W ATFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
DWQ Project # 04-1841
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Brown:
On November 15, 2004, the Division of Water Quality (DWQ) received your application dated October
25, 2004 to impact 8,500 square feet of buffers and 120 feet of streams to construct the proposed
residential fill. 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 211.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. Please show all wetland impacts including fill slopes on the site plan.
c. Please indicate all buffer impacts on the site plan.
d. Please indicate the location of the protected buffers as overlays on the site plan.
e. Please provide cross section details showing the provisions for aquatic life passage.
f. Please locate any planned sewer lines on the site plan.
g. Please provide the location of any proposed stormwater management practices.
h. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
i. Please indicate all stormwater outfalls on the site plan.
j. Please indicate the diffuse flow provision measures on the site plan.
k. Areas labeled 2, 3, 4 and 5 are extremely difficult to read. Please turn off the background in
these areas to make the plans readable.
1. Please depict how this crossing is being proposed to be built and include any temporary
construction impacts incurred.
4010versight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Intemet: http://h2o.enr.state.nc.us/ncwetlands
o One
NhCarolina
,Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
STEWART-PROCTOR
ENGINEERING & SURVEYING
Addressed Comments for THE BERITAGE PHASE 2 DWQ PROJECT 041841
1. Plan Details
a. All stream impacts including all fill slopes, dissipaters, and bank
stabilization (via wings on headwall and rip rap) are shown on the site
Plan.
b. All wetland impacts including fill slopes are shown on the site plan.
c. Buffer impacts are indicated on the site plan.
d. The location of the protected buffers are shown on the site plan.
e. A cross-sectional area of the two 60" pipes is shown on the vertical
alignment of the roadway sheet. The pipes will be buried at minimum
20% of their diameter per NCDOT standards. Therefore this will allow
passage for aquatic life which is indicated on plan.
f. The crossing is needed to connect the two sites. A site plan of the overall
development is attached.
g. The stream impact is 148 linear feet including fill and rip rap. The natural
curvature of the stream will remain while headwall, wing-walls, and rip
rap will stabilize the stream banks.
h. Construction impacts include level spreaders, headwalls, and rip rap.
i. A dated copy of the PCN Application is attached.
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications: This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace,ariny,mil/wctlands/Pertn app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE websit© at httv://www.saw,,usace.army-mil/wctiands/regiour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http;//h2o.enr.state.nc.us/ncwetlands to iead about current requirements for the 401 Water Quality
Certification program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internct should
contact DWQ's Central Office in Raleigh at [phone]:
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources/
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 11
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, ctc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.armv.mil/wetinds/nyMfinalFedR61z.pdf Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality" Certification or Buffer Rule3 - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at htty://h2o,chnr.state.nc.us/ncwet]ands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engincers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabamrs Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance-
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 I5avie Halifhx Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgocombo Lco Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bettie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret" Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans •Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Hamett Pender
Post Off 66 Box 1890 Brunswick- Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson'
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1656
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 276994619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 nlicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Pagc 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bettie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perqurimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Glues Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great S=ky MU Expressway Chtroktt Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 12

Office Use Only: Form version May 2002
USAGE Action ID No. `?-TL'uiDStl,DSICit%!'iiATEREr'W-CH
DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
[Z Section 404 Permit ® Riparian or Watershed Buffer Rules
0 Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: ua rior?u?p?l
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: [ j
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: 'T01HQ APIIIJLJ
Mailing Address: 74d LOcN M16HLA03 4 o-
(2AL I&P a 0.1. 774P0G:
Telephone Number. 7'19-/(ASS Fax Number:_ 779-/G(,/
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: srg"e-r-pQec.roR Aix sr4k1Axr
Company Affiliation: X,iG/ti EERING
Mailing Address: _ ?i! 4 GHApA;)ok6 9Oxa
Q t,tl_N AJ L. 27603
Telephone Number. -77 9 -J a SS Fax Number:_
E-mail Address: srEwALTP6 Pi A v L
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect' to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: TIDE aoz I rAGE P A&g 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): ij //k
3. Property Identification Number (Tax PIN):_ OG79,y1-3S-DO 3s
4. Location
County:_ t?A k E Nearest Town:_ Taw ?i or- L ptR. y
Subdivision name (include phascAot number):__ _-THe- i4eie ?rArx eHASE 2
Directions to site (include road numbers, landmarks, etc.): NEAg T t+E t iTjraSE&TjaJ
Or- VEST-LAK1* LO. d- oPr111I,sr 90.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 124,06 A e-,
7. Nearest body of water (stream/river/sound/ocean/lake): 1110if_ e,eE,0k
8. River Basin: a r_V,$ E
(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: tiooDEO
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: -
1.APA USE PeOPOSEin VO CAE R611DruTIAL . TYPE ot?
1:rQO1PME.Jr fo 104LUAC AULL Qozi*4 CQSOI,JG PAO
AU3 -rQAeXdOE.
11. Explain the purpose of the proposed work: Teo r- ? Li, BAsw A t rA o r-
P2oposeo ROAD
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 Nunibcr, 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.
000C
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.
UWE AwToriPAYEL)
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: 2FSltw?.)TIAL t2om /AY
a C,s_<!J . Z r'oO"CSP Nj n 14,q i- F. DF STCrArt IdPASi
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on man)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain'+
es/no Distance to
Nearest Stream
linear feet
Type of Wetland"
r I PE ZaLl. - O / W 4XAC_ o') I%ORr4rKO t?6TO,?1

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc, For dams, separately list impacts due to both structure and flooding:
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma,=.
•" 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: 2 7. / Ac. .
Total area of wetland impact proposed: iu n,j F
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact' Length of
Impact
linear feet
Stream Names' Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
F wr o . S 85Z F
6214 w
_
-

* 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, gablons, etc.), excavation, dltchtng/straightening, Cie. 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. USOS maps are available through the USES at 1.800.358.0616, or online at
www.uses.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., www,tor)ozonc.com,
www.mangucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site,
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
cate on map)

Typc of Impacts Area of

Impact
acres
Name of'Waterbody
(if applicable) Type of Waterbody

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

• List each impact separately and identify temporary impacts. impacts include, but are not hmiteu to: tut, excavation, areagmg,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower=impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
GRF.EK TP-AV69$CQ NezeaSS Pgo7BG1' At-Jo eRW-ffA1,6
GNA??1?EL?R,4 BfiQttLl?la Tn AGG??rt N?4ff. G12ovaD.
rte rlytm-2r itvAe-T GQD.?S/?G UAS s rr AT A 70',A.j6GE
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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.ne.us/ncwetlands/strmQide.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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/statc) funds or the use of public
(federal/state) land?
Yes ? Noj
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)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify PEvsE. )?
Yes H 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* Iupact
(square feet Multiplier Required
Mitigation
1 000 3F 3
2 1 1.5
Total
• Zone I extends out 30 fed perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
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.
a/$ 716/6. F&P.MrY IS hAMPGA - PRnPosE iS 247- L, ,37'S -.5 irE r.!
GyJrerA nY cJAKC eo, fYQtAVATC-4 PCE6u1,A1JwJS.
X11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Towp o LACY ?Eo?EG -___ _--
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No 0
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).
/o?zs
Applicant/Agent's Signature "Date(
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
DWQ Project No. oil - 18 -1 )
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 1-4& 14 E2rrar,,-cE F "A E 2
Contact Person: Ta+N -rr ter- Phone Number. (4iq 1 774 ' t 8 SS
Level Spreader ID: t3
Level Spreader Length < ft
Drainage Area n .4 ac.
Impervious Area D.4 ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm D. t 8 cfs
Max. Discharge to Level Spreader cis
Filter Strip/Buffer Vegetation ??,r A c t
Pre-treatment or Bypass Method No ,3 6
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Apolicants Initials
!t 01 Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
,3 rrr Pre-Form Scour Holes are on flat slopes only
t?; r, W1 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. DI - V b,4
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : Tt+E vffrl•rrAt, r P iE •i
Contact Person: T04-M TEE L Phone Number. N It ) T7R- I S5 5
Level Spreader ID:. # 0. 9
Level Spreader Length SS i R
Drainage Area 61-4 ac.
Impervious Area S.v ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm 4.23 cis
Max. Discharge to Level Spreader z3 cfs
Filter StriplBuffer Vegetation -?G44s S
Pre-treatment or Bypass Method r4 0 n1E
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 04 - 1 ?5
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Tl+g NErZ1Tr'& , QFiA t'E 2
Contact Person: 7124t4 Tic u #_ Phone Number. Lg4Q) 7 79 - 115 5 5
Level Spreader ID: _ # -0 5
Level Spreader Length 110 ft. (perpendicular to flow)
Drainage Area 4.3'7 ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StripBuffer Slope 1?7 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm g. 4(v cfs
Max. Discharge to Level Spreader 8.44(r cfs
Filter Strip/Buffer Vegetation (Q-cS
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method MbA 15
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Sr -n Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
g? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: I)S5;'rw\0OR- ?Ur;DIUtc- tG-J
Contact Person: _Fz =z N Oonr vh.1Ll4"`6 Phone Number. ,( Oif) '77-t- f'69S
Level Spreader ID:. #Z
Level Spreader Length S ft
Drainage Area 2.6 7 ac.
Impervious Area O•'7 to ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm q •2 cis
Max. Discharge to Level Spreader Z cfs
Filter Strip/Buffer Vegetation GFA s S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Mo^' C-
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
2 LM Level spreader is at least 13 R. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
g Lw1 Pre-Form Scour Holes are on flat slopes only
L1*1 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Ipformation):
Project Name : W C-STI-,00 % So a 0 ?v Ls to
Contact Person: 5P-Pv V 00--) rn 5!-L A-^ l3 Phone Number. Aq ) -77 q - l QC ?
Level Spreader ID:. IV3
Level Spreader Length c7 ft.
Drainage Area ac.
Impervious Area v.,qii? ac.
Maximum Filter Strip/Buffer Slope l %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader I - S cfs
Filter Strip/Buffer Vegetation 6-1-9 AS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method NZ4-) C_
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Kl.W% Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
J$Lwl Pre-Form Scour Holes are on flat slopes only
vn No structures are located in protected buffers'
R 7
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
d15Charge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name: ass moo(L Su 6D%dIS l04
Contact Person: po.y L. m -3_ Phone Number. (R?f l 77? - t Qt S
Level Spreader ID:. -it 4
Level Spreader Length lit; ft.
Drainage Area <.,3 6 ac.
Impervious Area 0 7-19 ac.
Maximum Fitter Strip/Buffer Slope ( %
grass
Max. Discharge from a 10 Year Storm cis
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method rl oa e
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional Information and will substantially delay final review and approval of the project
Applicants Initials
9 Un Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
m3m,M Pre-Form Scour Holes are on flat slopes only
,.w+ No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 1c1+? s r.hcoa S U G Do %S c0-3
Contact Person: 3R-A.j C) 0-1 r"\1;t-4-n3 Phone Number fq L9 ) TV1- L% C S
Level Spreader ID:. S:S
Level Spreader Length •-R (perpendicular to flow)
Drainage Area 2.3 q ac. (on-site and off-site drainage to the level spreader)
Impervious Area fl • to ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope I % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader 4 . I cfs
Filter Strip/Buffer Vegetation 4reNS5
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 1,10 a E
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
1?, V-1 Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
?n No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE. [phone]
FAQ- [phone]
Date:
Attention:
From: R U1 1
No. of pages: % ?0
U?
(Including this cover)
Comment(s): .?y
`7 / /'G'IS T'F??i t ?) l)/?/?c -ia fir ? -??
Reply requested: _ Yes _ No
S TEWARU-P O CT®
ENGINEERING & SURVEYING
Addressed Comments for THE HERITAGE PHASE 2 DWQ PROJECT 904-1841
1. Plan Details
a. All stream impacts including all fill slopes, dissipaters, and bane' Lli7
FL? r
stabilization (via wings on headwall and rip rap) are shown on the
ti's«TUu? SE?:Dai1.;;ti?+f[.RER?ILft
plan.
b. All wetland impacts including fill slopes are shown on the site plan.
c. Buffer impacts are indicated on the site plan.
d. The location of the protected buffers are shown on the site plan.
e. A cross-sectional area of the two 60" pipes is shown on the vertical
alignment of the roadway sheet. The pipes will be buried at minimum
20% of their diameter per NCDOT standards. Therefore this will allow
passage for aquatic life which is indicated on plan.
f. The crossing is needed to connect the two sites. A site plan of the overall
development is attached.
g. The stream impact is 148 linear feet including fill and rip rap. The natural
curvature of the stream will remain while headwall, wing-walls, and rip
rap will stabilize the stream banks.
h. Construction impacts include level spreaders, headwalls, and rip rap.
i. A dated copy of the PCN Application is attached.
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
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WETLAND IMPACT AREA 592 SF '
•
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a
o
a?E
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This_ form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
h"://www.saw.usace.army.miUwetlands/Perm app.htnt.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE wcbsite at http://www.saw.usace.army.mil/wetlands/reglour.htm, or contact one of the field
offices listed on page 3 of this application. The wcbsite also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
httn://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources/
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Pagc 1 of 12
Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12$93 (March 9, 2000), available at
http://www.saw.usace.anny.mil/wetiands/nNvpfinalFedReg pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401AVetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.elinr.state.nc.us/ncwctlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Pagc 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabamas Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bcrtie Dare Lcnoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Pcrquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pendcr
Post Officc Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality ` Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699=1619 Raleigh, NC 2769911617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fish and Wildlife Service / National M
US Fish and Wildlife Service US Fish and Wildlife Service
Raleigh Field Office Asheville Field Office
Post Office Box 33726 160 Zillicoa Street
Raleigh, NC 27636-3726 Asheville, NC 28801
Telephone: [phone] Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CANIA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Cunituck New Hanover Perquimans
Telephone: (919) 733=2293 Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC And NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Pax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
` F BB ? 7 2005
Office Use Only: C, 1C., :I 1A Z? ? n
..?, Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 1.1a-ri0PL_",3E j!'
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 0
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: 71-OHO 130,11.JrJ
Mailing Address _ 7447 LOcN HIGNLAOOS PP-.
(2ALElk14 1 0.C- 77(e0(12
Telephone Number: 7.79-10SS Fax Numbcr: 779-/GG/
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:_____ SfEt?aer-Peoe-rot Aixi5_ srriaA,er
Company Affiliation: o6j) /EtRlu&
Mailing Address: 314 GHApAN0k4 KoA8
QAc EIL14 . 27403
Telephone Numbcr:77 9-19SS Fax Numbcr:_ 779-/4,1,/
E-mail Address: .5rEe?Ar_i PE L,,;Ao L
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Tlif, FjEe t rAGF PNAs 7-
2. T.I.P. Project Number or State Project Number (NCDOT Only): L) IN
3. Property Identification Number (Tax PIN):O1o79.DJ-3S-do3S
4. Location
County: L/A k E Nearest Town: -rot j 0 p-
Subdivision name (include phase/lot number): T146 4ee ?r?GE ,p?lasE 2
Directions to site (include road numbers, landmarks, etc.): NEA,e rf+r I Tg- sg- Tic
(OF wESTLAIKE fl), 4- oPT01,5T 21),
5. Site coordinates, if available (UTM or Lat/Long):
(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): 1W.06 A e-,
7. Nearest body of water (stream/river/sowid/occan/lake): /° W if- e,eErK
8. River Basin: o r_US E
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.iic.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: twooprO
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
j ANO USC PROPOSED ro 6E /LES1nE,JT1AC YYPE of
Cs,?t_1IPPIE-Jr tQ i.JCLUDF LULL 110Z9'P &eAD1kj& PAO
Add rKACKNvE
11. Explain the purpose of the proposed work: o t--)LL, s -
PeoPosEp ROAD
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.
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.
000f: AwTie,&ATED
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.
Page 7 of 12
1. Provide a written description of the proposed impacts:(2ES Jae ? T p L (L o r",O uAI
G JC t lJ 7 (.>C, non Iye?L != i?F STfCA, CA,-1 IM A /%,:. 7-.
2. Individually list wetland impacts below:
Welland Impact
Site Number
(indicate on mao)
Type of Impact* Area of
impact
acres Located within
100=year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage; etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.Zov.
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: 2 7. / A g_
Total area of wetland impact proposed:>U r' o F
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before impact Perennial or
Intermittent?
(please secif
heir- FILL 2 0 uT To S

• 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),
stabilisation activities (cement wall, rip-tap, 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.usns.nov. Several interact sites also allow direct download and printing of USGS maps (e.g., 'A-AW.tono70ne.com,
www.mapquesl.conr, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
impact

a?cres
(if Name pof body
pliWate)
apcabblle) Type of Waterbody

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

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
GR?E}c T2AVt=lLSED P?LCeoss P2oSEGr Anto C2ossia4a
GNAr1l?F_L tJnS-_QEQvl?EO _J n 14&H GQoyyD,
rte t4 w i n i z e i f% PA e T G B os.<tA) 41x5 S r A r A 7D',A jg F _
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 perenniA
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal: Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://ii2o.enr.state.nc.us/ncwctlands/strmgide.litm1.
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
(919) 733-520$ 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://12o.enr.state.nc.us/wrp/index.htm. If use ot'
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 t]
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)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify NEusE )?
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 e feet Multiplier Mitia
tnon
1 0.00. sr- 3
2
1,50 o F
1
l.5
Total 1
• Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1:
Page 11 of 12
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.
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.
a/377V& MIPEL72 i.s 1,100PCA - PQoQos IS 74 7 Lnrs -s PC 1.3
40JFP_rD ay UAKE Cp sryert1Ja7f1_ 6y1,4TJn1.IS,
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
?ow oF_ cney
XII1. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No Q
Is this an after-the-fact permit application?
Yes ? No 21
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 Dad
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
?OF W ATF9Q Michael F. Easley, Governor
?0 6 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
y
-? Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
DWQ Project # 04-1841
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John Brown
740 Loch Highlands Drive
Raleigh, NC 27606
Subject Property: The Heritage Phase 2, Town of Clayton, NC
Middle Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Brown:
On November 15, 2004, the Division of Water Quality (DWQ) received your application dated October
25, 2004 to impact 8,500 square feet of buffers and 120 feet of streams to construct the proposed
residential fill. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on
the site plan.
b. Please show all wetland impacts including fill slopes on the site plan.
c. Please indicate all buffer impacts on the site plan.
d. Please indicate the location of the protected buffers as overlays on the site plan.
e. Please provide cross section details showing the provisions for aquatic life passage.
f. Please locate any planned sewer lines on the site plan.
g. Please provide the location of any proposed stormwater management practices.
h. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
i. Please indicate all stormwater outfalls on the site plan.
j. Please indicate the diffuse flow provision measures on the site plan.
k. Areas labeled 2, 3, 4 and 5 are extremely difficult to read. Please turn off the background in
these areas to make the plans readable.
1. Please depict how this crossing is being proposed to be built and include any temporary
construction impacts incurred.
401 OversighVExpress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state. nc.us/ncwetlands
One
NhCarolina
?I?rtlrrrally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/ 10% Post Consumer Paper
John Brown
Page 2 of 2
December 6, 2004
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Beth Barnes or Ms. Cyndi Karoly at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sin ,
144?
Cyndi Karoly, Supervisor
"401 Oversight Unit
CBK/bs
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Mike, Stewart, Stewart-Procter, 319 Chapanoke Rd, Raleigh, NC 27603
Filename: 04-1841 The Heritage Phase 2 (Wake) On Hold
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(1f 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:
[Z Section 404 Permit [Y Riparian or Watershed Buffer Rules
0 Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: U ATinP v, phi 'f
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: to
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5, If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
Owner/Applicant Information
3 r=1
c
@U9odH
Name: :YOKO aeo(, J Nu 1 2 )004
Mailing Address: 740 LOGµ H/4HLA00,? PP_
H4R-V,1aa1Frt_Q1iAL1Tv
- -- R A L E f 6 t4 ? J , G . 7 7 (-0(,2 l' ETilJdDS N.1) STORM, AiER 6rZ?.' li
Telephone Number: 7'19 -?I7 SS Fax Number:-7-79-/(,1,/
E-mail Address:
Agent/Consultant Information (A signed and dated copy of the Agen Authorization letter
must be attached if the Agent has signatory authority for the owner/app, p @
Name: - PP. n e-ro sTEw t
Company Affiliation: -
Mailing Address: 3i g GHApApOkE PoAo
eALC1(.P A) L 2 740.3
nFNn ? ,.
"FU1 M A11D ST0WP3W:01
Telephone Number: 7 9 -/ ?? SS Fax Number: -7-71-/4-&/
E-mail Address: rEwAe i PE AO L
Pagc 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads, Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: TI-t f, 14,re 11'A Gg: PNAsr-
2
2. T.I.P. Project Number or State Project Number (NCDOT Only): tl IN
3. Property Identification Number (Tax PIN):_ Q(Q 9,P1-?Y-[ 035
4. Location
County:_ VAk E Nearest Town: -rowtil o.,- G Ra y
Subdivision name (include phase/lot number): -r)4e_ 4ee irac_F PHASE 2
Directions to site (include road numbers, landmarks, etc.): ri57Ag rf+E ljTEastc.TioJ
OF Vrs7"LAVC f( 4- OPT/nisr 24
5. Site coordinates, if available (UTM or Lat/Long):
(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): 1L1,06 A4.,
7. Nearest body of water (stream/river/sound/ocean/lake): MIDDi6 e,eEEK
8. River Basin: ut" usE
(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/inaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: wopprO
Pagc 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
I AtJO USE PeoPoSED Ty [i RES/n6,UTIAL TYPE of
f-- ZQQ?PME,,)r 1-0 ?.lcCvOE 8QLL 1DOZ174 CQAD?.2& PAO
Aul) TKACKNoE
11. Explain the purpose of the proposed work: -rc ?=?LL, BAS?.') Aet rA o?=
PPoPosED Qo/kA
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 pen-nits 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.
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.
0000: A6airtRADW
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.
Page 7 of 12
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland**'
P/A

i.rsr eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainagc, 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 httn://www,frma FOV.
`•• 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:_ 2 7.1 A e-
Total area of wetland impact proposed: "e),o F
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Nwnber
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name*" Average Width
of Stream
Before impact Perennial or
Intermittent?
leasespecify)
Pie- F It. Z o uT To S

use eacn impact separately and identity 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),
stabilisation 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 rasps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS reaps are available through the USGS at 1.800-358-9616, or online at
www,uses.soV. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonrxom,
www.mapouest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site,
Page 8 of 12
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
Sitc Number
indicate on ma
T?c of Impact* Area of
impact
acres
(if Name applicable) ) Wat Type of Water-body
(lake, pond, estuary, sound,
bay, ocean, etc.

i.isi each unpact separately and identify temporary unpacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
_RtEK T1ZAVe9$CQ Ar?ceoss P2oaEGT A?l? cQossi?6
__ _ GNA???EL t?RS KEQvI,[E!? Tn AGGEss I-{?G.H cQo?aD
ro rlf>?nf )tVALT Geo?s?,J U s s r Ar A lo'A jti E
VIII. Mitigation
DWQ - in accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm,gide.litml.
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
(919) 733-520$ 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 httn://h2o.enr.state.nc.us/wm/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) 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 [A
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify /-?EusE )?
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 2000 sr
2 lisoo ,4
1.5
Total
Zone 1 extends out 30 tcet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
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.
?u?sTl? PeQP rTZ i.s c?OOPCO PgOPosr I A 74 ,2_ ,-rs A irE 1.5
ZL)JFj2 n 17Y MAKE Gn STvL11wATE1_ iCF6y1„17Jd1JS,
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
TOW?.J ot::: GAeY
X11I. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No M
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).

o /Z..-
Applicant/Agent's Signature Datc
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
November 12, 2004
CERTIFIED MAIL
Mike Stewart
Stewart-Proctor Engineering
319 Chapanoke Road
Raleigh, NC 27603
Dear Mr. Stewart:
On 11/12/04, the Division of Water Quality received your application on behalf of John Brown
for a 401 Certification in Wake County, North Carolina. Please note that beginning January 1,
1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401
applications. Your application is being returned since no payment was received with the
package. The fee for applications is $200 for projects impacting less than an acre of wetland and
less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150
or more feet of streams, the fee is $475. In order for DWQ to begin review and process your
request, you must send a check in the appropriate amount made payable to the N.C. Division of
Water Quality, attached to your application.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-
1786.
Sincerely, J
Cyndi Karoly C
Enclosed: 401 Application Packets received 11/12/04
CC: Central Files
Wetlands/401 Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] /FAX [phone] / Internet: hitrc//h 2o.enr.state.nc.us/ncwetIan(Is Natimally
Who Reviewed: i
DWQ# Date
Plan Detall Incomplete
? Please provide a location map for the project.
t'scr/
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the rsite ?plQan. T? av>1
? Please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan. 11
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic lie passage. - - -•
? Please locate any planned sewer lines on the site plan.
?
? Please provide the location of any proposed stormwater. management practices as required by 012-1
Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
t, \
? Please indicate all stormwater outfalls on the site plan. J
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. "
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adiUtioiial
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimi?r. the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
B
1L

Al?cy??V,? GJ(?-K?p1? YU.I"?S (`QQrKI? v"'O11`'`0\
I V ? ?l ?/ 11
u. 9ry??
rPN'1o'U? '?? ??!

L? ..
t_ G Who Reviewed: C • ? ?'( r'y , r
DWQ# Date
Plan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts i?cludi all fill slo es, dissipaters, and bank stabilizati n o t
mckr cn
P ease show all he site plan
A p\?i a??? s\,\\ hi.s llt c\z\??cc?: c? cry ktv pc?'?t
`wetland impacts including fill slopes on the sitPlease indicate all buffer impacts on the site plan. A CA (' Ll as k,-NL? \t 1vS\_?
? Please indicate proposed lot layout as overlays on the site plan. 1t `N b t ONWAS Mt
zoo'
di to the location of the protected buffers as overlys on s an. a ann. L
10 ? '2
L.nc\
iY\ C??C\1
a
Pleaa?,e m c
m lo):, m-J 2,v'or2_ Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
..........
? Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness ea based on the estimated built-out conditions.
?,G(Sr C?\v (. m to u(?X u? a 7' cum c? sc c akc?E' ???\ u???-ti uY? 5
? Please indicate all stormwater ohtfalls on the-kite plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the
information as to why it is necessary for this project.
or provide additioiia1
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts. C? .
9?5C)if.\o?17aA Y k ,1 S icy.,
This Office believes that the labeled on the plans Ash ., xbe d-to minim i?.e the impacts to the
c?&((gym . Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation t ,. ' f l ( U Li ri=cer F<' .
0n `7\Ak? ?t ci?pt- (5 '?Ycmn '?TZ C?,G G r'f c? c_? t1
- DLFSr MnsatoIY---mitigation-is-required for this project. -Please?rovide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
DWQ# n 114 T_ Date Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes.on the site plan.
Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage. --- - - - -
Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
' Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.` I
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide 41itiohal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. . Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimi?r. the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. jF
lnl-lecr? -L. 3,1,5 arm e,tltceti,eky d;f ?cc,it>1? i-?. u
Other Glic t?SL -f,.t t.l AliC,-e- areov- -1c, YV4'. i:, 4h__ Ho,,!; re-a-i All.
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

tb Lo-
n Cu rr?o?.?
al h ectorti 0tiv4\\' �\ N • \ \
M�-- \ \ \ \ \ • `'•� \\ ,,\
9 4 \ PIM 12 .0 P8 e ° \ \ti� \
4. R. 1389
6' -57 08 g.o�►-e
� �
p� CAMP \ ` , i � � � I i _�•. _.I � � .
\ PI
j"f
WEST LAKE ROAD
I
S.R. 1387
r,
1 N. _ �\1 ��� I_J\ • \
"0 1 :
' +\ i..
` `aC
_ 1
SITE e�„a r r j r �� a... J r r ,��-`r�_ .J�
'I. I ._(' j , j � , -! t � • j r. ", � ' ..j J r,r •J •vtU OF 'CRE c(�I PR PEltiq U �\ NEUSE RIVER RIPARIAN BUFFER
i _ \ 1 �\ r- .� f FIELD L CA D '
O PIH °71 _. t �i r`
�A 2 r i .-� r � .. � .. ` i1� ;' ,r\`, 'i- �-. i -� (` ;�"�`j� . �C r '\ \ \ MEASURE 50 EACH SIDE OF
J i-� \ \ \ CREEK FIR9M TOP OF BANK:
>>; ' � ,,-� � \ STO�MWATER
o ' - r \ '` .r� l J rJ_�J.J tel_, rr r DETENTION POND
Tv '_r _r J �r �-i J_r ., r �tWN
. w�v ,-� 2.50 ACRES 1"`
P no scale �, a .1 I -�; _�, _� , � I J , ( f �.� r _I .S't._! _r BI ON �
VICINITY MA ( \ I I , e a
X , - r 1-. r. FLOW
r _. J
l _ J•Jr
�,r r - -
aB I :_ r 20 EASEMENT AND DIVERSION DITCH TO -
REFERENCES % 4 r_, I r J
l r ,_. r _�- �- FROM THE SITE TO THE TWO STORMWATER 3
1. SURVEY BY KENNETH CLOSE, INC. \ n r'f !f�R I- ,-{ I I I,- �;' r 1 r' \� f _j r 1 21 3 131 13 3 3 3 1 ® r
" H INCORPORATED -TOWN OF Y r `/ rfi�� -' la. \ _ \� X" 1`_� �` r" _1 _ DETENTION PONDS. PONDS TO BE RENEWER AND 2 2 "� 3 4 -
ENTITLED L & " r;J �ti r k\ J ' r r \ r '� r `� i - _.1ti \ j J APPROVED B 70VM OF CARY STORIMWAT1Dt / N o� v e �•� �,y^� d� • � ^ 4 111 _� .
CARY MIDDLE CREEK TREATMENT PLANT SITE f.` - �( ,` �! I \ 1!! <_r'j) t_._ `,� J TROL DEP �I�
rJ` jr J'tirr SJR •rS rS I -r trTR 2`8r '� °' °'� ^� m• ti
2. SURVEY BY SMITH & SMITH SURVEYORS ` i' 2 �� m � 4 I I
FIELD LOCATED AND MAPPED
s �`' i (✓_J
"ENTITLED WEYERHAEUSER REAL ESTATE CO." Dan Nom• (• ! \`- r , r r' ' \ c'�' '\ r! �� r FEMA FLOOD 2 q
DATED JULY 27, 1979 (UNRECORDED) eogp a?4 WqO �\Y„ -' \f ' `' }" j yr r ' `i j\ r r�`.J ` r l),- I-aJ j FOR FEMA DET L STUDIED FLOOD ELEVATIONS 2 39 •f I
3. DEED BOOK 3909, PAGE 757.03 �/ „ ( _ y�- ' t
y . C`
\
i/ 181 0 5
r. �, k 2 E 5 y� 5 ,
2 851. � `t \ r ib
� y.j l I r V 9
j, y 4 y
\ \ y w HATCH AREA DENOTES 100 YEAR FEMA FLOOD
"�{✓ • y I
pttd 0889. -• 0445 N
' I Harold Nancy O9an
Book 8559 Page 374
PIN 0889.02-85-1719 \,
no
r -F DENFi - VVAi ER QUAt.( r,
- r
- - -- WETCAI`!DS AND STORMWATFS apjw.
5. • BOOK �: %�-" I • - / / �' �� • ��• • - �•� - �r/fir rr ._ _ ..-++'r�►r 46 "IMF= "� �•
6. ALL DEEDS AND PLATS SHOWN NTH ADJOINERS. CONSERVA11ON OFN
F/A
48. ACR
7. MAPS SUPPLIED BY WAKE COUNTY G.I.S.
4, Awl
4iw%
44
IN
• �• _ ��-- / 1
IL ft
��►w'!
C �' •
rl . �) _ f `fir •� �. ������� r , ��, ��' � •® � � � +���idr.
Wi
i ; \ \ WI1� OF 710N ALONG GMjL IQ1t.
MOW AREA 1F IS
00
FL
IS
��V � tt � �� �I�F- r k ®j,719 • 3
1 4'3 al \ \•. NEUS RIVER RIPARIAN BUFFER
,828. 3
°pk*�N� k
MEAS ED 50 EACH SIDE OF t0 8,419 • i 887 3� 4
PIN os Sg � _0 4! I w \ \.\ �•� CREEK FROM TOP OF BANKk
4y 90 3284 \\ ` r \ \ \ \ \ / 1x548. U �' of
/ ACTIVE
,,; ,► " �. A t' v� v y AREA t o, 9 m , c
Ni
r 1E EA
j � 3
�_ ; ; �rj _ �` �� `�i.r � � r•�\ _j.tc�F' 1�\ ; _.� `X.J ,_..I-� r r_ � S_i (._ / _ �• _. � '-' � � / 78
r- \ 78 75
p - eo 79
r- �-- �- •� - j � ,249 •f •� �b ,C� 1�
s r
r J r
\IF
f
r' j r•� .r` \ f r -j•�: �' h;( \�\ \ _1 l _r rJ r _ - r,i J� .., '_+ r- ` \ 13,701 •f 4
k \\ __j�iJ j.-' 't"' i ( J
_..;�. r 1 r s _r
� _ i I -f r -I f � 12,20
LEGEND k \ -- y-
:a
SITE DATA - PHASE 1
- NO. LOTS 71
- AyERAGE LOT SIZE 4 13,031 SF
- AIt"EA OF STREET 8.38 Ac.
LINEAR FEET OF STREET 7,296 L. F.
REQUIRED TRACT SIZE 32.6 Ac.
REQUIRED OPEN SPACE 3.26 Ac.
SITE DATA (TOTAL)
��lQ
- TOTAL ACREAGE
121.06
Ac.
- TOTAL NUMBER OF LOTS
262
�•
- AREA IN OPEN SPACE
48.46
Ac.
- PERCENT IN OPEN SPACE
40.0%
3.0 ACRES
- RECREATIONAL AREA
6,000
Ac.
- MIN. LOT SIZE ALLOWED
6,000
SF
- MIN LOT SIZE SHOWN
9,096
SF
- AVERAGE LOT SIZE
14.89
Ac.
- AREA IN STREETS
12,972
LF
-- LINEAR FEET IN STREETS
N_
- PRESENT LAND USE IS WOODED.
- ALL STREETS WITHIN THE SUBDIVISION SHALL HAVE A MIN. 50' R/W.
- ALL CUL-DE-SACS WILL NAVE A R.O.W. RADIUS OF 50' AND AN
E.O.P. RADIUS OF 35'.
- ALL STREET INTX. SHALL HAVE A 25' RADIUS ALONG THE R.O.W.
- ALL STREET INTX. SHALL HAVE A 30' RADIUS ALONG THE E.O.P.
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS
- WATER SYSTEM WILL CONSIST OF TOWN OF CARY.
- SEWER SYSTEM WILL CONSIST OF TOWN OF CARY.
- ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
WITH DURING CONSTRUCTION
ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
DURING CONSTRUCTION
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
CONTOUR INTERVAL IS 5'
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
-- BOUNDARY INFORMATION TAKEN WAKE COUNTY TAX MAP, ACTUAL BOUNDARY
SURVEY IN PROGRESS BY THIS OFFICE.
- INLACCORDANCE WITH WAKE COUNTRYOSEDIIMENTTAND EROSION CONTROL BE
ORDINANCE.
- ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED TO HANDLE
THE 25 YEAR STORM.
ALL STORM DRAINAGE PIPES SHALL HAVE A .S. AT THE
ALL STORM DRAINAGE PIPES SHALL HAVE ANF ENERGY DISSIPATORT
AT THE OUTLET.
- A FLOOD STUDY WILL BE PERFORMED TO ELIMINATE FLOOD HAZARD SOILS.
- NO LOTS WILL HAVE DIRECT ACCESS TO "PARKWAY ROAD
ALL OPEN SPACE TO BE DEDICATED TO A HOME OWNERS ASSOCIATION.
/ 30 PERIME
CN./ STATION ` U
r.
NEU RIVER MARIAN BUFF
M URED EACH SIDE OF
CREEK FRO TOP OF BANK "
l
N/F
TOWN OF CARY
D.B. 3785-182
0
/ l srJ r _r
/ Jr
s M�
ru
x
\ 10' SIDEWALK EASM
1
A im-. 17 7
is
` i! � `', •�• •• . •� . � itr - : : •'• � � r
111111101 flop
�16,
�/ '•"tom Yi �. ki'" .: .WIN
�
� �� �71�'/�' � 1-,. _ � , .,. ""tea , '• + � MINN ,.,a \ ,.
r� ��
1-' �OR
OR
� r • •yam ® �'`WDTH WIDTH
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
� =311
pm
Sm ABC CU,4_RESIDENTIAL STREETS
TYPICAL CROSS SECTION
NTS
;..��; •,
r - ' r J ($ � ALL PUBLIC STORM SEWER SHALL BE IN ACCORDANCE WITH TOWN OF CARY
' J - ► `4 NOTE: SECTION 8.02 TO BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR
r! �!
DEDICATED EASEMENTS. MINIMUM WIDTHS OF STORM SEW
N/SEWERUNE WILL BE PLACED AT A MINIMUM OF 18' ABOVE THEER EASEMENTS
-J r
f I r I I" r _1 '_ _ . i .. i. TRACT '2' •
.� r
_1' ,- wAKe c TY BOARD OF EDUCATION 80 PIPES AT THE CROSSING. THE SEWERUNE WILL BE DESIGNED SHALL BE 20 FEET FOR PIPES UP TO AND INCLUDING 48 INCHES IN DIAMETER
S.M. a� ,912 WITH THE CONSTRUCTION DRAWINGS. AND 30 FEET FOR PIPES GREATER THAN 48 INCHES IN DIAMETER.
F, _r GRAPHIC SCALE CUSTOM BASIN DRAINAGE AREA C I FLUSH Q FACTOR LENGTH LEVEL SPREADER
400 800 0.4 AC, 0.45 1 0.18 CFS 13 #3 5' ,
r. ,-r J' r 1 rj r 200 0 100 20o C6
_. 1. - - 9.4 AC. 0.45 1 4.23 CFS 13 #4 55
r ( ✓ r' 0.14 AC. 0.45 1 0.06 CFS 13 #5 5'
9.4 AC. 0.45 1 4.23 CFS 13 #6 55'
- r ( IN FEET
_j r j _ r / 1 inch = 200 f1~
J_ __ 1. L 111 - wTAL DENUDED AREA = 10.Ac. SHEET 2
_.,� r' I �-- - x TO DWQ PLAN FOR
.J. � STEWART-PROCTOR, PLLC A �' WESTLAKE
A �_ ENGINEERING and SURVEYING THE PARK
319 CHAPANOKE ROAD SUITE toe THE HERITAGE PHASE 2
S�' S D RALEIGH, NC 27603 (ONE CROSSING
TEL. [phone] FAX [phone]
JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
DATE: 05
-25-04 SURVEYED BYS�
�P• e�� v
WAKE COUNTY OWNER: WINSLOW PROPERTIES
DEVELOPER; SCALE: 1 =200 DRAWN BY
WINSLOW PROPERTIES DWG. NO.
740 LOCH HIGHLANDS DRIVE REVISIONS: 06-15-05 ZONED R-20 P.I.N. 06'79,01-35-0035
RALEIGH, NC 27606 - 362-4122
��lQ
"
►-
���
�•
moi.
fr�op.�.►
�s
. ► •�a
r,►
...
••
TRACT *1*
WAKE COUNTY BOARD OF EDUCATION
12
p' r'
-
IN
30' IMETER
r - ' r J ($ � ALL PUBLIC STORM SEWER SHALL BE IN ACCORDANCE WITH TOWN OF CARY
' J - ► `4 NOTE: SECTION 8.02 TO BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR
r! �!
DEDICATED EASEMENTS. MINIMUM WIDTHS OF STORM SEW
N/SEWERUNE WILL BE PLACED AT A MINIMUM OF 18' ABOVE THEER EASEMENTS
-J r
f I r I I" r _1 '_ _ . i .. i. TRACT '2' •
.� r
_1' ,- wAKe c TY BOARD OF EDUCATION 80 PIPES AT THE CROSSING. THE SEWERUNE WILL BE DESIGNED SHALL BE 20 FEET FOR PIPES UP TO AND INCLUDING 48 INCHES IN DIAMETER
S.M. a� ,912 WITH THE CONSTRUCTION DRAWINGS. AND 30 FEET FOR PIPES GREATER THAN 48 INCHES IN DIAMETER.
F, _r GRAPHIC SCALE CUSTOM BASIN DRAINAGE AREA C I FLUSH Q FACTOR LENGTH LEVEL SPREADER
400 800 0.4 AC, 0.45 1 0.18 CFS 13 #3 5' ,
r. ,-r J' r 1 rj r 200 0 100 20o C6
_. 1. - - 9.4 AC. 0.45 1 4.23 CFS 13 #4 55
r ( ✓ r' 0.14 AC. 0.45 1 0.06 CFS 13 #5 5'
9.4 AC. 0.45 1 4.23 CFS 13 #6 55'
- r ( IN FEET
_j r j _ r / 1 inch = 200 f1~
J_ __ 1. L 111 - wTAL DENUDED AREA = 10.Ac. SHEET 2
_.,� r' I �-- - x TO DWQ PLAN FOR
.J. � STEWART-PROCTOR, PLLC A �' WESTLAKE
A �_ ENGINEERING and SURVEYING THE PARK
319 CHAPANOKE ROAD SUITE toe THE HERITAGE PHASE 2
S�' S D RALEIGH, NC 27603 (ONE CROSSING
TEL. [phone] FAX [phone]
JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
DATE: 05
-25-04 SURVEYED BYS�
�P• e�� v
WAKE COUNTY OWNER: WINSLOW PROPERTIES
DEVELOPER; SCALE: 1 =200 DRAWN BY
WINSLOW PROPERTIES DWG. NO.
740 LOCH HIGHLANDS DRIVE REVISIONS: 06-15-05 ZONED R-20 P.I.N. 06'79,01-35-0035
RALEIGH, NC 27606 - 362-4122

LOCATION, QUANTITY, ANr7 PLACEMENT OF DRAINAGE
CUSTOM BASIN DRAINAGE AREA C 11sT Q FACTOR LENGTH LEVEL SPREADER FLUSH PIPES AND EROSION CONTROL DEVICES MAY VARY
MENT ~ ~ ,45 1 0.18 CFS 13 3 5' ~ 8, 2 PAVE 6 g CB 5 0,4 AC. 0 q TO BETTER CONFORM TO FIELD CONDITIONS.
C CB 9.4 AC. 0,45 1 4,23 CFS 13 4 55' C,L
11 11 0,14 AC. 0.45 1 0.06 CFS 13 #5 5 F` rt. 9.4 AC. 0.45 1 4,23 CFS 13 55'
r,.1/~ Idl ~1 1~ ~ FT. 'd! ~ ~ 1 LINEAR FEET OF STREAM 135 LF ALL WORK AND MATERIALS SHALL CONFORM TO
a ~,P~" 8 ABC A THE STANDARDS AND SPECIFICATIONS OF WAKE WETLAND IMPACT ARE 0 N F GARY. THE
2" SF9.5A SUPERPAVE ASPHALT CUT COUNTY, NCDOT AND TOW 0 • INTERIOR BUFFER AREA (ZONE 1) 8,780 SF R HALL 08TAIN A COPY OF THESE
Fiu R I SEE S FO HEET 1 1 6 A 2 FOR CONTRALTO S EXTERIOR BUFFER AREA (ZONE 2) 3,430 SF STANDARDS PRIOR TO CONSTRUCTION.
A HEE RO 1 , S 8 AD NTIAL STREETS ~ EE C A RESIDE S ~ , 1 A ~ .
N D 8 50 P TYPICAL CROSS SECTIO OA UBLIC R, R W
NTS 50
CL INTS. STA. 48+0020 PE TA. 48+0020 PAKWAY 4, 10+00 ROAD G ~ 38~ ISSIPATOR ~
+ PARKWAY AND STA. 10+00 RDAD I LEGEND CL INTS, STA, 45 87,92 AND STA. 30+09,78 L-7 I LEVEL o PAD
~ RIP RAP ENERGY DISSIPATOR 1 P 47 00 S 3READE LEVEL
St 46 00 S REA DER
CUSTOM BASIN 0 4 CB 5 ;%%%i~;;,, H DAM ti~<, 49 p0 ~/i y~~;~~j,; C00
9 00 ,
TEMPORARY MATTING ~ o EM EM EM 00 M EM~'~E 0\~,~~- ~p~
P A5~ M-"'~'~EM- - ENKA MAT EM E ~I EM-- ~ ~
STORM SEWER PIPE ~ iii: ,2q ~C ~
P E~ + 0~~
? DIVERSION FENCING ~ w ~ CB 6 , ~ ~ ~ ~
p0 ~ ~ w C ANCE ~ ~ a GRAVEL CONSTRUCTION ENTR P ~ 9 ? ~ 00
ROAD B A~ MINIMUM LEVEL + p F `~ti~ CU MINIMUM SPREADER w D ALL ~ J
- ILT FENCE 50 PUBLIC R W Z FINISHED S / FINISHED #4 bo u, ~ ~
A ~ p ~ FLOOR ELI A 9 P ~ = 307,88 FLOOR ELEVATION f0 ~ LEVEL
LEVEL SPREADER ~ ~ ~ ~ ~ n = 307.88 ,v S REA ER H CK DAM 5 C , W IT
ti ~ ~q ~ F P , ~o S3 2 00
'9 ~ A,c C .
STORAGE BASiN SIZE WEIR ~ F CUSTOM DRAINAGE DENUDED AREA STORAGE v' u' I D W x L x D LENGTH x S C-3 MINIMUM
BASIN AREA (Ac, Ac. REQUIRED PROV DE ~ FINISHED
' 5x5' 12' ~ PI STA, 45+46.42 PR CB 1 4,9 1,2 6894 CF 9020 CF 41 x5 # ~ ~ ~ o = 4ro,~ 25 ~ FLOOR ELEVATION
3,1 1,7 5627 CF 5824 CF 26 x56 x5 10 ~ , CB #2 ~ ~ ~ ~ R ~ 500,00 CB 3 6,9 1,7 12524 CF 12784 CF 34 x94 x5 16~ ~ 1770' = 307.88 NOTE:
# ~ r 2
CB 4 5.0 2,5 9075 CF 10200 CF 30 x85 x5 12, C = 410,65' CB 5 0.4 0,3 726 CF 800 CF 10 x20 x5 10 SEWERUNE WILL BE PLACED AT A MINIMUM OF 18" ABOVE THE Q
' 22 CB #6 9.4 2,4 17061 CF 17280 CF 45 x96 x5 6` 60" PIPES AT THE CROSSING. THE SEWERLINE WILL BE DESIGNED
c-1s WITH T'HE CONSTRUCTION DRAWINGS.
RAINFALL OCCURANCE INSPECT BASINS AFTER EACH PI STA. 50+55.96 PR
BASINS ARE TO BE CLEANED AS NEEDED O 11'48'43" R = 800.00'
DEPTH INCLUDES 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE r = s2.o~' 100 YEAR BACKWATER
AY K A l A Y L = 123.70' ~ ®INV. IN ELEV 306.88
344 TEMPORARY MATTING 5CHEDULE JUTE
344 0
m 342 STA. 30+19 RIGHT 51DE PARKWAY RD, TO INV. IN PIPE A STA. 30+60 PARKWAY RD. STA, 34+87 RIGHT SIDE PARKWAY RD. TO INT. ROAD B STA. 31+82
342 00 A.D. _ -2,44 STA. 40+89 RIGHT SIDE PARKWAY RD. TO BEGIN PERM MATTING STA. 43+69 PARKWAY RD,
STA. 42+73 LEFT SIDE PARKWAY RD. TO END CONST, STA, 33+50 ROAD B 340 STA. 19+48 RIGHT SIDE ROAD B TO BEGIN PERM MATTING STA, 17+07 ROAD B
W P STA 44+7 K ~ 1,4 340 ~ , STA, 11+88 LEFT SIDE ROAD B TO BEGIN PERM MATTING STA. 13+67 ROAD e
STA, 23+86 RIGHT SIDE ROAD B TO BEGIN PERM MATTING STA. 25+56 ROAD B 338 STA. 25+35 LEFT SIDE ROAD B TO TNT, PARKWAY RD. STA, 30+09
338 185,0 ' VC STA. 31+88 LEFT SIDE ROAD B TO INT. ROAD D STA. 32+83 STA. 11+54 LEFT SIDE ROAD C TO END OF CUL-DE-5AC STA. 10+00 ROAD D
336 STA, 18+36 RIGHT SIDE ROAD C TO TNT, ROAD G STA. 23+49
~ r ~ 336 a + N STA. 12+48 LEFT SIDE ROAD C TO BEGIN PERM MATTING STA. 18+89 ROAD C
N r~ + OG STA, 11+54 RIGHT SIDE ROAD C TO END CONST. STA. 33+50 ROAD B
~ M 334 + 334 STA. 23+49 LEFT SIDE ROAD 0 1'0 END CONST, STA. 33+80 ROAD B
M -
m fG ~ ~ 332 a ~ + PERMANENT DITCH PROTECTION SCHEDULE ENKA MAT 332
N t C d M STA. 43+69 RIGHT SIDE PARKWAY RD. TO INV, IN PIPE F STA. 80+80 PARKWAY RD. A.D. 8.70 STA. 17+07 RIGHT SIDE ROAD B TO INV, IN PIPE A STA, 30+80 PARKWAY RD.
= 7 78 330 STA. 2S+S8 RIGHT SIDE ROAD B TO INV. IN PIPE F STA, 60+80 PARKWAY RD. K STA. 18+89 LEFT SIDE ROAD C TO INT. ROAD G STA.23+40 ROAD C
330 a n N W WM U U
w W 328 o
328 = XIS NG
~w a 326 - ~ - ~ - 326
rn ~ . Q (U OC
ao 324 ~ 324 M ~ r Oi U1 pp
li.l ~ r- t N + M
ao 3 o+' 322 - x.
322 N + a ~ ~o ~ . j m VM ~ WM , ~ ~ r-~ ? M
~ oa 320 z } li
320 H u c ~ U~ ~ II HJ
+ oN A o 318
318 a ..a Z J p r' ~ 0
eau 316
316 y W 3
Z ZW J 314
314 ~
312
312
STORM SEWER -PIPE CMART
310 DISSIPATOR DESICN~.
PIPE TYPE DRAIN Q26 LENGTH SLOPE INVERT INVERT SIZE TOP OF HEADWALL SIZE AREA CF5 FEET % IN OUT LENGTH WIDTH D50 LINING
308 • Ac FT FT THICKNESS
12.0 13" 24" CLASS 1 ® INV. y ° PIP A 48 RCP 40.8 88.2 72 1.5 332.5 331.4 32.0
306 W F,E.S. " 1.77 4,1 60 1.0 339.3 338.7 9.0 4.5 6" 24" CLASS B
PIPE B 18"RCP ' PIPE C 18 RCP 2.05 5.0 60 0.87 335.6 335.4 9.0 4.5 6N 24" CLASS B
304 PIPE 0 24"RCP 4.09 9,32 60 0.87 321.2 320.8 12.0 6.0 6 24 CLASS B
w/F,E.s, IN . i e 3 1.00 PIPE E 18"RCP 3.5 8,2 60 0.67 325.2 324,8 9,0 4.5 6„ 24„ CLASS B
302 IN . UT - 99.50 , ;r 2 PIPE 2)PIPE F 60"RCP 140.0 201.2 74 3.41 305.8 3029 38.0 20.0 6 24 CLASS B M (
H LL W/HEADWALL
- ~°r~-I
300
298
298
296 unm+rn ~ f;A;?0
296 DATUd( ELEY (i ~ ~o ~ 9
2 5 DO Y a
r ~ M r r N01 ~N .-Q
t0 p f~~ Mr: N NOf NN NN NN NN MN MN M~ ~iN a~ a~ N~ 27.014 MrN M~ M~ MM ~M r7M MM MM1 A.
Mrrj M ~M MM MN M M,~ MM I~,~ M M MM ~M M M M M ~H , t ~ ~ ~%Q` Q'~ ti.,C,4.. n y.
44+00 45+00 46+00 47+00 48+00 52+00 49+00 50+00 51+00
~ rS °S SHEET 4
ROADWAY PLANS FOR STEWART PROCTOR
AY R~ R PARKW Y RD. ENGINEERING and SURVEYING KWA
FILE VIEW FO PRO 319 CHAPANOKE ROAD SUITE 108
oet ~iru uc ~~an~t ru>< u~aire~~' PNdS,E 2
v TEL [phone] FAX [phone] ` ` Ism 1 6 6
DATE 12-15-03 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
SCALE 1"=50' DRAWN BY WAKE COUNTY OWNER; WINSLOW PROPERTIES
.
SCALE: 1 50' (HORIZONTAL) 1 " _ 5' (VERTICAL) NOTE. PRELIMINARY PLANS. DO NOT USE 9 NOT USE FOR CONSTRUCTION. DWG. N0 REVISIONS: 06-15-05 ZONED R-30 P.I.N. 0679-13-1616

I~ ~ j~ j ~ ,
~ ~
'N~ ~ ~ ,
~ S.R. 1389 ,v ~ Raldtgh ~9r m ~ l~orio` aivE~`, , _ - ~ ~ ~ - ~ ~ ~ ~ v ~ ~ - - - - 1~ -~a~gs-i ~ i \ B~ ~127~ Pa' 1' 8 \ \ ~ ~ ~~'1 ~ .04-8#-5729 11 `1 yypp 4G ~ ~ ~ AV ~ ~ ~ ~1~-- IFhard'Helton ~ , ~1 ~V ` ~ `1 V 1. v a 4
Q' ` . PIM 84.04-82=,,640.4 ~ ~ V :r 0869.0{- J~, I\p,, ~ i., HATCH AREA DENOTES 100 YEAR FEMA FLOOD
8Rp' \ N ~ ~ - 0~ 0 5 '1 Stye e^ Carotp t ~ _ i. ; v 6 ~ _ _ 1; dhm N ~ _ _ ~
~ bk. 1•~ Boon y2 Oi: ! '~k1. - ~ I ~ - 0 6 a e n a4 J
K ROAD ~ ~ ~ ~46~ _ ~ Y 1. 3' i v . d~ ` WEST LA E ~ N , _ A r; '3~~ -
S.R. 1387 ~ ~ - - ~ A ~ - j ~ .rr ~ ~ ~ _ _ t t -e , 1 w-- ~ ~ ry, a ~ ~ ~ ~ ' ~ .
- , _ o - v ~e ~ ~
SITE ~ ~ ~ qq - ~ ~ \Ir_ ~ ~ i.-. ~ lr: ~ "l r r r~ ~ -ay-'~`i a' r1 .-n , ',-1 1:r --1 I ~ t - .ri''=-~ ~ P9a ~
~ . ~ .ti ~ PIN Ofle9,02-85-D4~55 N/P ` '.~L \ j Horrid do ancY Ogon
A alp )T Z c' - ~ k ~'r ~ - k , ~ ~ ~ a 1 i ;1 --3 - `RUI~.OF'CR ~ Oes - ~ - ~ _ - ~ 1 ~ ~ , E~( IsPROeER1~Y uiuE NEUSE RNER RIPARIAN I ~ A ~ t ~ Book 6559 Poge 374 ~i "'}r'~ . } _1. ~ \ PIN 06 'b5 - r OOp ~ ~ ~ 69,02-85-1719 T 1
3 MEASURE 50' EACH SI( RNER RIPARIAN BUFFER ~ ~~~9f ~ ~ RE 50' EACH SIDE OF ~ ?~yi,,`~'~ ; ~ - "8" _ ` ~ ~ /
~ ~ - - ~ - ~ - ~ - CREEK F M TOP OF B ..3 D 7, i ry C^ - ~ b F bM TOP OF BANK ~sZw ~ - -
~ ~ >F k - - _ v y ~ ~ _ - , c+~~i.p ~---X-..-~.- - - - , _
VICINI MAP (no scale) r~, >r,~ ~ - - - - ~ Ir, v: -''vim ~ r - - V - ` w.t r ~ r° I_, _ ~ ~ ~ ~ ~ _'E'tib103,24 _ ~ ~ 1 _ _ i
~ r`''~ I, ~1 I 3 ,...i _ J _.I ,-_a J ~ ~ .i ~
REFERENCES r t A - ~ ;>r ~ I~ , , ~ i \ k 1 i ~ I U _ i ~ ( - : -'fir-~ - ~ '1 f' 41`x, J ~ ~ i ~ C + ~ I
1. SURVEY BY KENNET CLOSE, INC. ~i ~ ~ - - - , - ~ `3 - , ~ ' Y'' ~ tirj a -n. ~ ~ '•r - - „ . 7 t~.. a .J ~ - r J ~ >i ~ _ ~ ~~+h•!~ .
"ENTITLED L & H IN~.,RPORATED -TOWN OF ~ ~ r~~ - , r- , ~r ~ , - - i Is ~ ~ ~ ~a ~~a - - , , CARY MIDDLE CREEK TREATMENT PLANT SITE" i ~ yip-~w~ ~ ~ - ~ y ~ ;J ~ ~ ~ ? ~ ,
2. SURVEY BY SMI r ~ - - ~ ~vC~_'~; r`a TH SMITH SURVEYORS r~, / '4 -a - - - ~ D NR ~ F J ~y, Wit' ~ , ~ F+ , s, - - - - -
"re , z.- - r_'' - l ~ ' -rte; "ENTITLED WEYERHAE_SER REAL ESTATE C0." 0 . , A " ~ _ _ " ; ~ ~a ~ sTRIAN/ / ~ . ; ?,r- - ~ ~ . ~ _ w ~ , • . - \ _ _ .c _
DATED JULY 27~ 19 (UNRECORDED) 6^^old ~ ` ~ ~ t X -'~s r ~ - EASE ~ ' • - ,9 ~ - pl°ok g? Mo~y w _ s , n _ v ~ s _ _ FEMA FLOOD FlE1.0 LOCATED AND MAPPED ~ N f yA)~ y ~ x _ \ ~ ~ ~ ~ ~ ~ V _ . y I r
3. DEED BOOK 3909, =AGE 757. o6~y p ealow w r ~ - } ~ . ~ \ r - - FOR F'EI,IIA DET L STUDIED FLOOD ELEVATIONS / Y ~ ~ i ~ ' - i r , ~ i i ~ iY i -
4. DEED BOOK 3492, =AGE 851. 0.3,°T~ T w ~ - ~ a t ~ ~ / q~~n ' , f' ~ i - _ _ _ _ _ _ ~ ~ 5
5. DEED BOOK 2930 FsGE 291. ~ ~ ~ L . ~ ,r.~~, ~ ~ ; , ~ k / ~ - t'~' \ rN Q 'tl~ _ r. y • _ , i ~ ~
6. ALL DEEDS AND PL=TS SHOWN WITH ADJOINERS. - - ~ 1 ' .j, ..i N / - ~ ~ ~ ~ . ~ , OPEN S ACE ~o ~ ~ , i ~ f 1 I ~l .i } ~ .i r r, r
7. MAPS SUPPLIED B NAKE COUNTY G.LS. oar ~ r\rr ~ , ~W ~ >r ~ ~ ~ CONSERVATION 0 NATURAL HAZARD' AREA > , v i _ _ K. `t-,' ~PWE, ~ ~ ~ _
_I .a. ~ \ 48.46 ACRES ~ ^~i',, I~ ` 1 r' , ~ ~,r fir- ..~1 l ' i~ ~ l ,r, WEI~w ~ ; r ~O ~
, ~ - o _ i~ N4 ~ ~ ~ -
\
2 a rl ~~or~ e n .r' .y I~ opj
21 ,894 of ~ ~ IJ
r, rt,' ~ ~ 1 , , / ~ ~ O - ,c R v - ,~s h 16,248 of 3 451 _ _ /F
~ , r t . ~ ~ A y ~ ~ , . 48 i ~ d Danehower 0 f ~ j sf ~ ~ ' I - i rl r r _ r ok of Mapa 19 Page 22 9
~ ~ r-'1'~ t.. ;><J r, ~ ,-~\,-i ~ ` a 1 ~ ro ~SEIENT / / ~ 1 r ~ ~ 'v \ ~ ~ ~ ~ IN 0669.02-95-1 2 ,890~e ~ r r TJ 20'
~ ~ s., 24 1 i PEt~. ~ !7~ MIT 9,2 of I I ~ Y ~ ~ 47 _ _
~ ~ ~ ~v ~ ti , k~., ~ l~ _ e r 27, 25 10,2 a~ ~ _ r., _ - I 27, 5 f ~ ~ _ 9,351 of ~ i ' ~ ' i ~ ~ ` i
~ ~ N ~i ' \ i ` ~ ~i'T~ f'~ ~ ~ ~ N'` ~ ~T~. ri 4s ~ ~ R/w 12,8 18 I ff tb . - ~I C 3S'
- - ~ ~ ~ ~ ~ ir= ` ~ ~ ~ vV A ~ ~ - - V ~ ~ ro r- ~a !r-' , a LMts ~ u 52 52 9, f I i - ~ a ~ i t ~ .J ~ ,2 9,8 if ~ _ ~ ~ ~ - ,
~ ~ V r'~ ~ ~ \ A V ~ V ~ V ll~iEitS fAti REY.A, 10D / >i ~ ` ; ,2 A ~ V ` - ~ ~ ~ , FLOOD HAZARD A>~A ~ ~ 45 ~ r- -i ~'poe .ti
~ t k 4 31143 ~ ~ ~ ~ ~ \ 53 ~IN`~ e~'~~^~ ~ ~ ~~i' \ \ ~ ` NEUSP~ RNER RIPARIAN BUFFER ~ ~ { 9 i 53 ~ 7 a ~ ~ f ~ ~ r • try 8"-ABC ,6 of ~ i~fJ ~ -
p Po o N ~ ~ A V ~ \ ~ MEASt9RE 50' / , + q~ . e ? hr w ~ \ ~ 1 D EACH SIDE OF ,t~ _ * n.1 r g { ~ ~ _ , 1 1/2• S 9.5 SUPERPAVE ASPHALT j ~ r 16 ' \ , SEC110N A-A
Z o 3 ~ ,i k ~ i u r -n CREEK FROM TOP OF BANK ~ h8 ~J ~ , - ~ r '`tit ''w I -ro - 14, of ~ L 8 9, 'I ~s ~ ; ' 5 ~ ' I _
,y~ Z ~ ~ - ~ J r-' 'C' r+' v ,t~ 2. 8 of .owpt~ ti~ \ V X ~ ~ ~ oT~ 9,6 of ` \ • 2, 8 of ' ~-I - ~ r+ ~
V A r 1, r" ~ ~ s, \ ~ SYMMETRICAL CUL-DE-SAC ,f I ! . ~ WITH NO CURB AND GUTTER
~ ~ ~ y~F N1 ~ ~ ,HT t ~k ~ v,~ ~ a, , w~ ~ ~ ACTIVE ''z r ti ~ 5 ~ 14 ~ ~ NTS
- , ~ -',r-' ~e~ I ~ ~ ` , ~'~ECREATION AREA ~ , ~ ~w ~ ra, ~ a o- r.: , i ,7 f 3o IMETER ~ w - ; ~
~,v ~ ~ ''.I' 12, ai 9,6 et BUILDIN K , _ _ 8 I ~ - - 13 I
~ - ~ J_ 'k - ~-t' - ~ + ~ .6 of _ - - 1 ,8 of 4 31 9,6 a~ ~ ~l C ~ ~ - -
~ ,~r ~ ` ~ I-~~ ~ ~~~-V~C3~l.~ }-I~ to Z~Rp ARE _ ~ , _ ~ T s6 ~ , 11 161 of 1
57 ~ ~ 1 ; r'^ ; i i 1 - 15, e} 3 ~ .t ~ VAR. 8' 8' S'
g,8 d ? \ PAVEMENT HOULOER (~r_i _ ~ WIDTH DTH 10 2 of 3 ,6~f~ ` , 9•
t r ~ ~~,r ~ ~J , ~ r~1. . ~ r~ ~ - .c t, ,11 ~I \ i ! _ i~'~ I ' ~ ~ , I r' ~l.t~ 1 ~ ~ ;.tom' n, .~1~1 ~k 9, of , x l i 1 /4"/FT
. 1 ~ ~ ~ V ~ r'_; ; ' , OR }16x
LEGEND -t~ , r~~. ~ r' j~-.• ,,..a ~ k , , ~ r., r' ri 0 ~ k v~ , v, r - ~ - ~ - ~ L (1 ~-s- ti ~ ti 56 O D ~ ~ ~ ~ ~ -2.08X +8X O \ - -I 3 9,8 i ~ \ \ 39 9,8 at ~ ~ ~ ~ ~ ~ r. -B.33x
RIP RAP ENERGY DISSF•'OR ~ , \ 1K [C~ ~ r ~ - r - r~ ~ " of ,1~` ry0 1 0 CUSTOM BASIN ~ - ~~r ' J• ~ ~ ~ r' i 1 ~ . ~0' 1 0 15,053 of , ~ ` -18x ~ s ~ FILL AREA ~ ~ ~ ~ ~ - - ~
- - ~,-I ~ t \ - O / - - 1. - TEMPCRARY MATTMIO - ~ - 1 ; 1_. _ .~i ~ _..z / 3 s, DISSIPATOR ~ . _ ' 1"~ `S~
i CC77, .y _ - - 4,.. _ - i_7- b , ~ , ENIU YAT ~ - ~ - - 1 V1 ; - _A ~ rti.: ~t.._._ ` - I ® ~ 1 96 at ~ PA ~ ~ D 1 , of 8 38 . ~ l o SHOULDER SECTION
STORM SEWER PoPE ~ _ L_ - - ; _ r - - - - ~ ' nom. - 4 ~ ~ _ ~ ~ ' ~ ~ t 21.18 ~ ,,,ti _ _
TEMPORARY 014fR9CN 3•CM _t ' y - - ~ r ~ 6 3 3 9'600 N ~ ~Zo ; F _ _ DRIVEWAY TURNOUT GRADES I
c;RAtin. DaNSTRUCna EmtwcE ` ~ r' ~t = .J J ~ - ~ 1 _ 86 12,01 of 15,71' ~ - ` ~ r - ~ J _ 368 8 of 15,71 of 4 a ~ '~o-, ~ FILL AREA' ~ ~ 9, at lI i '%i ' ~ % ~ 1~
SILT FENCE ~ J r- , r ? ~ ` 1,5, a ~ \ ~ J _ ~ ~ / 5448 s g i ,0 ' 36 7
IEYEL SPREADER ~ I~ ~ \ RE TO ~ ,9 r-~ , ~ _ . ~ 15.71 ,r 14, v ~ J ~ ~ -l1MITS OF DISIURBANC; ~ ` 3 s ~ N~ ~ f 1 of 14, 10 of ~ " i, l ' / ; 10, of ' ~ ~ \ 1 LINEAR FEET OF STREAM 1~6 LF
~ CART LIFT I ~ ~ ~ t ~ ~ ~ ti - \ ~ ~ STATION UI DING 1~ ~ '9;~`` - - - - NE 2~~~~ `i%%' ®WETLAND IMPACT AREA 476 9F, 0.01 Ao. ' g ~ 0 INTERIOR BUFFER AREA (20NE 1) a76p
l - 94 - - - O , ~ 20' PAVEMENT 6' 6' 412 s 9 of LEVEL ~ PIPE F ~ ~ EXTERIOR BUFFER AREA (ZONE 2) 3,430 8 C
SITE DATA PHASE 1 ~ / \ - - - I - - - \ a _ 1~- 2 4 ~ SPREAD R ` ` (2)60• CSP ~ 11' 11' ~3 W/}iEADWALL N~ ~ ~ rt.
_ ~ / I ~ 1 ~ - , N0. LOTS ~ - - - ~ s ~ _ _ 71 ~ -I - - - - _ ~ ~ ~ ' r : r i ` 4 I ~ ` ata ~ fti4 ~ ,L,1
- AVERAGE LC SIZE / ~ ~ - ~ ~ - - ~ 13,031 SF NEU RIVER IPARIA;V BUFF _I + j ! r' 1 8 51 ~ , A , 8" ABC CUT
- M URED 'EACH SIDE OF ~ _1 ~ ~ ~ ~ ~ ~ i ; , ` ~ I r-' I I A AREA OF S BEET 8.38 AC. r - ~ ~ ~ , ' ~ _ _ - CREEK FRO TOP OF BANK ~ ~-1 I - - -I - ~ 2• SF9.SA SUPERPAVE ASPHALT ' _ 2 1 FlLL
_ _ ~ _ - r v - IN A FEE OF STREET 7,296 L.F. ~ - 0 , ,u ~ a ~ .r ~ r 13 - 13 2 , 29 s ~ L AREA ~ RESIDENTIAL STREETS
- REQUIRED TACT SIZE 32.6 Ac. , -1; ~ ~ - ~ - - 24 _ . _ ;3~ . ~2 - QUIRED C=.N SPACE 3.26 Ac. • TYPICAL CROSS SECTION 6,003 fl IEVEI
r - - - , . . SPREADER ~ NTS
- - - -~s~ - - - - - , - - ~68 - - - - ~ - - ~ ~Y_ ~ .-i J ,w ~ ~ ,
SITE DATA TOTAL - - ~ I- ~ ~ ~ ~ r ~ 'I -t
i ~ ; _ - ~ ' ~ ; ;J~~- ~ STORMWATER CONTROL AND MANAGEMENT
- TOTAL ACRE=GE 121.06 Ac. - ~ - ; i - ~ rl r' ` ~ ~ ~ ~ I ~r , ~ - ~ - ~ IMPERI/IDUS CALCULATIONS
69 _ _ _ - i - ~-~a - 1.8 - - - - - - - - ~ - F LOTS 262 _ - _ _ J _ . - / ACCESS-EASE % i / ~ - - - \ , ~
- AREA IN OF.V SPACE 48.46 Ac. ~ ~ - - - - - _ ~ _ P _ ~ ~ ~ 86 - - - _ _ ~ . w ~ _ - r - - - - ERCENT IN )P N _ - - N/F - TOTAL ACREAGE IN CLUSTER X .3 = 121.06 X .3 = 36,32 TRACT •1'
40.0~ - - - - - - - - x!~~ ~8" E SPACE - - 7 - ~ ~ . I ~ _ - RECREATION=_ AREA 3.0 ACRES - ~ ~ - 1 Y8 _ ~ - - - _ ~ _ - - _ \ WAKE COUNTY BOARD OF EDUCATION. - 36.32 AC. X 43560 SF/Ac. = 1,582,012 SF -1 - - - ~ B.M. 1 PGr912 , -
_ N~ - . - - - fi ~ ~ s 0 A - - - - MIN, LOT SI~_ A 6 00 c. - LLOWED - - TOWN OF CARY - - ~ ' 1 _ ~ _ _ _ I N A - _ L E R F T EE OF STREET X 20 FE T PVMT - 1 1 252 300 SF E 265X20 ~ ti'
- 1$ - -MIN LOT SIZ: SHOWN 6,000 SF D.e. 3765-1a2 'OPEN' I- - - _ _v ~ , _ _ - RN - 1 582 012 - 252 300 = 1 1 329,7 2 SF t
- AVERAGE LC SIZE 9,096 SF ~ ~ - ~ . ~ ~ ~ ~ • ~ r'~ - AR A - - ~ - 72 ~ ~ E IN ST=_ETS 14.89 Ac. : ~~>;~0.4,~ RECREATIONAL AREA - 40,000 SF - 1,329,712 SF 1,289,712 SF , r ~ ~ ~ ~ O!~
- - i~~ 1 - - LINEAR FEE 'N STREETS 12,972 LF - - ~ . - - - 1 7- ~ _ _ ~ ~ ~ ~ ~ - DIVIDED BY 262 LOT - - ~ ~ j 1 C , ~ ~ A,y , ( S) 1,289,712/ 262 - 4,920 SF - - - a
- I - - - 7-' -1 - ~ - ~ - - ~ _ ~ ' ~ ~ ~ ~ ~ ~ ~ : IMPERVIOUS ALLOWED FOR EACH LOT
-a ~ ~ ~ - ~ - I _ ,.J i ~ ~ ; ~ j , ~ ' - ~ ~ - 15~ IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT
_1 _ ~ r _ - ~ . - - - - r-' -1 . I T. ~ ~ ; ~ ~ f_. r ~ WITH OUT STORMWATER MANAGEMENT. _i ~ 30 IMETER ,2, i ' ~
- - - - - - - _r 1 .J~ a ~ , r - - , I-' - ~=p~~ 30~ ALLOWED WITH DEVICES THAT SHOW PRE-POST RUNOFF RATES E UAL.
NOTES: ~ ~ ~ ~ - _ I _ '~s FC L. S'~ , - ~'~~Inunnmla~ .
-PRESENT LAND .SE IS WOODED. r-' - rl I - r~~~~ ~ . T ~ r a i I ,lJ ! ~,i `r t ~ ~'~50 i ' r r I ' . NOTE:
-ALL STREETS WI'11N THE SUBDIVISION SHALL HAVE A MIN. 50' RAW. ~ ' ~ ~ i ~ r• i , r r-' ~ , ~ ; : , - ALL CUL DE S~;S WILL HAVE A R.O.W. RADIUS OF 50' AND AN ~ ~ ~ _ ~ r" ~8_ r ' J _ ' ~ ALL PUBLIC STORM SEWER SHALL 8E IN ACCORDANCE WITH TOWN OF CARY - NOTE:
E.O.P. RADIUS 0= 35'. ~ - - - - r? - - - ~ ~ _ ~ - _ g ~ ~ 4 ~ ~ , 1 ~ r _ N SECTION 8.02 TO 8E INSTALLED IN DEDICATED STREET RIGHT OF WAY OR SEWERIJNE VNLL BE PLACED AT A MINIMUM OF 18 A6i:VE THE
- ALL STREET INT,_ SHALL HAVE A 25~ RADIUS ALONG THE R.O.W. - - - - ~ ; ' , ~ - - - - r~ - - -ALL STREET INT=: SHALL HAVE A 30' RADIUS ALONG THE E.O.P. - = u ' ; - ~ ,,-I-. - , ' + ~ _ ' , ' - 1RACT 2• DEDICATED EASEMENTS. MINIMUM WIDTHS OF STORM SEWER EASEMENTS - wAKE sD 60 PIPES AT THE CROSSING. THE SEWERLINE WILL 8 _ 1-4T ARD of EDUCanoN C. DESIGNED SHALL 8E 20 FEET FOR PIPES UP TO AND INCLUDING 48 INCHES IN DIAMETER
-ALL STREETS W_ BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA - - = r- - ~ ' ' r' ~ _ i I ~ ' _ r.:.- - _ B.M. s12 WITH THE CONSTRUCTION DRAWINGS. AND 30 FEET FOR PIPES GREATER THAN 48 INCHES IN DIAMETER.
DEPARTMENT OF ~ANSPORTATION STANDARDS ~ I - ~ ~ •_t _ ~ , ~ ~ ~i ~ ~ _ _ _ _ j . ` -WATER SYSTEM AILL CONSIST OF TOWN OF CARY. 1 ~ r' - - , ~ , ' _ - = ` - -
- SEWER SYSTEM MLL CONSIST OF TOWN OF CARY. ~ - ' i - - ~ ~ ~ - ~ i ~ ' ; ~ ~ ~ ' ~ I ~ - - L - r - ~ i _ ,-1 .1 _ - ~ - - 4 s<e
-ALL WAKE COUA"Y EROSION CONTROL MEASURES WILL BE COMPLIED - - - - - - ~ f , ' A ` ~ ! ~ ~ ; ' _ ~ 1 J ~ - WITH DURING COISTRUCTION ~ ~ I I r _ ~ r-' ~ I - ~-1-- _ _ ~
~ ~ j-" I- fib ~ - ALL FEDERAL FL:00 HAZARD REGULATIONS WILL BE COMPLIED MATH ~ ~"J ~ _ r' I _ GRAPHIC SCALE T M 1 , ~ r CUS 0 BASIN DRAINAGE AREA C I FLUSH Q FACTOR LENGTH LEVEL SPREADER w
DURING CONSTR~CiION - - - ~ _ a _ T -I~ ~ I f I I~ r j-' r' - ALL STATE AND'_OCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ; ~ - ~ - ~ r - `1 ' - r- - ---r--~-- ' 200 0 10o zoo 4ao eao ' I~ - - CB #5 0.4 AC. 0.45 1 0.18 CFS 13 #3 5'
TO THE SUBDIVIS)N OFFICE BEFORE FINAL PLAT APPROVAL _ - r,. ~ ; $a' _ i - f ' - - - ~ ~ ' i ~ r- r' - - - - ~ I ~ r' - - r' r` r' , - _ ~`T:^' CB #6 9.4 AC. 0.45 1 4.23 CFS 13 4 55'
- TOPO TAKEN FR:41 WAK - - - - ` ~ - - ~ - ECOUNTY TOPOGRAPHY MAPS AND _ I-' ~ , ~ r ~ ~ r , - - i i ~ r- SHOULD NOT BE SSE EXTENSIVELY FOR DESIGN OR UANTITY TAKEOFFS. ~ ~ ` i~ r- - st r-' ~ r Q _ J _J _ _ s ~ ~ r J ~ a ~ j - k ~ w r ~ ~ m
- CONTOUR INTER•~L IS 5 --I ' - - r. ~~I ! f ~ V a J ' r" I (IN FEET )
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS ~ _ _ _ - ~ ~ I' ~ - DRAINING 4 ACfu OR 4 LOTS AND SHALL BE SHOWN ON THE r ~ ~ ~ ~ ` , ~ " ' ~ ~ - - - - - 1 inch = 200 ft C-''
CONSTRUCTION tRAWINGS ANO ON THE FINAL PLAT, AFTER I I ~ ~ ~ ; ~ J I ~ I - ~ ' r, rJr I
_ ~ SUCH AREAS CAV BE DETERMINED AND HAVE BEEN FIELD VERIFIED ! ~ ~ ~ ~ ~ + ' I . • t~ • k
-BOUNDARY INFO=NAl10N TAKEN WAKE COUNTY TAX MAP ACTUAL BOUNDARY - r-' . ' ~ ~ -•I ` ~ SURVEY IN PROCESS BY THIS OFFICE. ~ - ~ ~i ~ r-' { ~ ~ ~ _ - - .d-! w SHEET 2 m i EROSION CONTROL PLAN FOR
- ALL TEMPORAR` aND PERMANENT EROSION CONTROL MEASURES SHALL BE " ! - - - _ - ¢ ~ 1 IN ACCORDANCE 1TH WAKE COUNTRY SEDIMENT AND EROSION CONTROL ` I _ : _ _ ~ _ _ _ _ _ _ 1~~ R• I STEWART-PROCTOR, PLLC
ORDINANCE. ~ ,t _ _ - s y ~j. w } 1 ENGINEERING and SURVEYING
- ALL STORM CRCa DRAINAGE PIPES SHALL BE DESIGNED TO HANDLE ~`"~./1 _ _ _ GS l i' u THE 25 YEAR S-~RM. / ' ~ ~/ra , ' ~ . , . ,C d 1"` , ' r w ~ SO ~i \ / I , u 319 CHAPANOKE ROAD SUITE 10E THE HERITAGE PHASE 2
~ RALEIGH. NC 2763
- ALL STORM DRAKAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. # W r TEL. [phone] FAX 919 77S-1661 (A CLUSTER SUBDIVISION)
- ALL STORM DRANAGE PIPES SHALL HAVE AN ENERGY DISSIPATOR k \ - rr 0 AT THE OUTLET.
5 - A FLOOD STUDY MLL BE PERFORMED TO ELIMINATE FLOOD HAZARD SOILS. DEVELOPER; DATE: 05-25-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA EVELOPER;
- NO LOTS WILL NAVE DIRECT ACCESS TO "PARKWAY ROAD". ' - ALL OPEN SPACE TO BE DEDICATED TO A HOME OWNERS ASSOCIATION. 740 L W P WINSLOW PROPERTIES SCALE: 1"=200' DRNWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
\ 10' SIDEWALK EASM' 740 LOCH 740 LOCH HIGHLANDS DRIVE DWG. N0.
RALEIGH, N RALEIGH, NC 27606 - 362-4122 REVISIONS: 04-08-05 ZONED R-20 P.I.N. 0679.01-35-0035

LOCATION, QUANTITY, AND PLACEII~ENT OF DRAINAGE
PIPES AND EROSION CONTROL OE~ICES MAY VARY
50' RIGHT OF WAY 22' PAVEMENT TO BETTER CONFORM TO FlELO G~.ONDITIONS.
a' 6' s' q~
11' C 11' y F~ 1~4 PfR Ft. I" /l.'
t'~~ ~c ~R~ ~1 LINEAR FEET OF STREAM 135 LF ALL WORK AND MATERIALS SHALL CONFORM TO
1 ~P~ ~,P~" 8" ABC ETLAND IMPACT AREA 475 SF 0.01 Ac. THE STANCARDS AND SPECIFICATl~NS OF WAKE ® W ,
.1 2' SF9,5A SUPERPAVE ASPHALT CUT COUNTY, NCDOT AND TOWN OF C;ARY. THE INTERIOR BUFFER AREA (LONE 1) 8,780 SF A TOR SHALL OBTAIN A COPY OF THESE
FILL ~ SEES C 6 FOR HET 12 ~ EET FOR CONTR C iR J EXTERIOR BUFFER AREA OZONE 2) 3,430 SF STANDARDS PRIOR TO CONSTRUCTION.
SH ~ ROAD G RESIDENTIAL STREETS ~ SEE .
TYPICAL CROSS SECTION A~ B 5O' PUS RO LIC R W
NTS Pig 5~ CL INTS, STA. 48+L [NTS, STA. 48+00,20 PAKWAY
NTS, STA. 45+87,92 PARKWAY AND STA, 10+00 CL I 4ND STA. 10+00 READ G ~ 38. ISSIPATOR
AND STA, 30+09,78 L-7 LEVEL o PAD 2 S EADE
~ P 47 00
46 00 0
49 00 `y " i' W PIT DAM
P o ~ ~ 49 I ~ EM o EM EM E
p0 ~ M--"BEM P 45~ ~-EM- 1 O \ O ~-EM- ~ ~ ~ a 2 2 i
EM E li ~ ~ ~ ~
P ~ ~ N ~ o ~a ~
~ ~ + 6 ~ ~i , a o~~ CB 6 ~ <v ~ ~
o~ ~ ~ w ? N. , 23 D ~
P ~ E 6 FOR 1 ~ ~ LEGEND ~ 9 0 ` o ? . Q~ LEVEL + p F ~ ~ ti~,,_ ~
ROAD B A i SPREADER W D ALL N h J~ ` " ~ " 4 ~ '"~`'i
~ RIP RAP ENERGY DISSIPATOR 5O' PUBLIC R W ~ ~ 1, A N ~ ~ ~ cn
A y >,P ~ ~ CUSTOM BASIN C~ ~ .:;~r CH CK DAM ~AN4S
y ~ ~ro W PIT TOgMWATER6Rpd,IOy . ~ S~
TEMPORARY MATTING -9 ~,^J. 2 00 V
A~ ( ~ -~u - ENKA MAT
x S C-3
STORM SEWER PIPE ~ P! STA. 45+46.42 PR
? ~ ~ = 47'03 25" DIVERSION FENCING ,p R = 500.00'
'p T = 217.70' NOTE:
GRAVEL CONSTRUCTION ENTRANCE L = 410.65' SEWERLINE WILL BE PLACED AT A MINIMUM OF 18" ABQVE THE 2
6 0 60" PIPES AT THE CROSSING. THE SEWERLINE WILL BE DESIGNED
~ -SILT FENCE c-1s WITH THE CONSTRUCTION DRAWINGS.
LEVEL SPREADER PI STA. 50+55.96 PR
~ = 11'48'43"
R = 600.00' r = s2.o~' 100 YEAR BACKWATER
WAY PARK FOR VIEW PLAN RD. L = 123.70' WAY aRK ~ INV. IN ELEV = 306.88
344 TEMPORARY MATTING SCHEDULE JUTE
STORAGE BASIN SIZE WEIR 344 0 CUSTOM DRAINAGE DENUDED AREA STORAGE N STA. 30+19 RIGHT SIDE PARKWAY RD. TO INV. IN PIPE A STA. 30+60 PARKWAY RD.
BASIN AREA (Ac.) Ac. RE(?UIRED PROVIDED W x L x D LENGTH ~ ~ EV = 27.05 _ 342 STA. 34+87 RIGHT SIDE PARKWAY RD. TO NT. ROAD B STA. 31+62
8894 CF 9020 CF 41'x55'x5' 12' 342 M M A.D. _ -2.44 CB #1 4.9 1.2 - STA. 40+89 RIGHT SIDE PARKWAY RD. TO BEGIN PERM MATTING STA. 43•+69 PARKWAY RD, STA. 42+73 LEFT SIDE PARKWAY RD. TO END CONST. STA. 33+50 ROA:#D B
1,7 5627 CF 5824 CF 26'x56'x5' 10' P STA 44+7 K = 1.47 CB #2 3.1 ~ ~ ~ w , _ 340 STA. 19+48 RIGHT SIDE ROAD B TO BEGIN PERM MATTING STA. 1T+07 ROAD B STA. 17+88 LEFT SIDE ROAD B TO BEGIN PERM MATTING STA. 13+67 ROAD B
CB 3 6.9 1.7 12524 CF 12784 CF 34x94 x5 16 340 ~ ~ V # CF F 30x85 x5 12 m STA. 23+86 RIGHT SIDE ROAD B TO BEGIN PERM MATTING STA. 25+58 ROAD 8
CB 4 5.0 2.5 9075 10200 C ~ m , , , CB 5 0.4 0.3 72fi CF 800 CF 10x20 x5 10~ _ 338 STA. 25+35 LEFT SIDE ROAD B TO :NT. PARKWAY RD. STA. 30+0'9 STA. 31+88 LEFT SIDE ROAD B TO NT. ROAD D STA. 32+63
CB 6 9.4 24 17051 CF 17280 CF 45'x96'x5 22 338 # 185.0 ' VC o STA. 11+54 LEFT SIDE ROAD C TO END OF CUL-DE-SAC STA. 10+00 ROAD D
d r n M 336 STA. 16+36 RIGHT SIDE ROAD C TO 'NT. ROAD G STA. 23+49 STA. 12+46 LEFT SIDE ROAD C TO BEGIN PERM MATTING STA. 1&-+89 ROAD C
IN AFTER EACH RAINFALL OCCURANCE 336 + N INSPECT BASS N + ro STA. 11+54 RIGHT SIDE ROAD C TO END CONST. STA. 33+50 ROAD 8
BASINS ARE TO BE CLEANED AS NEEDED ' BOARD ~ w M 334 STA. 23+49 LEFT SIDE ROAD D TO END CONST. STA. 33+50 ROA;7 B
DEPTH INCLUDES 1 FREE NTO AN EROSION CONTROL DEVICE 334 + , v > ~ w ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED I n
Q ~ w m m I_ ~ ~ I i 332 PERMANENT DITCH PROTECTION SCHEDULE EVKA MAT - _
332 ~ -f - - I - ~ y - ~ i o ~ ~ I ~ ~ --i STA. 43+E9 RIGHT SIDE PARKWAY RD. TO IMF'. IN PIPE F STA. 50 ~ 60 PAR'+C1"TAY RD.
I ! d' M ; A.D. 6.70 I STA. 17+07 RIGHT SIDE ROAD B TO IN t, IN PIPE A STA. 30+60 PAF°KWAY RD. 1 -1330 TA. 25+58 RIGHT SIDE ROAD B TO INV. IN PIPE F STA. 50+60 PAR~(WAY RD. K = 7.76 ~ S
HART 330 a r ~ ~ STORM SEWER - PIPE C N w DISSIPATOR DESIGN ,wM I ~ v STA. 16+89 LEFT SIDE ROAD C TO IN?. ROAD G STA•23+49 ROAD C
PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE ~ p w w 328
SIZE AREA CFS FEET ~ IN OUT LENGTH WIDTH D50 LINING 328 EXISTING Ac FT FT THICKNESS ~ w G o o vi
326
PIPE A 48"RCP 40.6 66.2 72 1.5 332.5 331.4 32.0 12.0 13" 24" CLASS 1 ~w I 326 W/F.E.S. I ~ A r~ rn ~ - - a ---I---._...-
PIPE B 18"RCP 1.77 4.1 60 1.0 339.3 338.7 9.0 4.5 6~ 24° CLASS B - - a o ~ i ---324 m cv ' O~ M N i Z it ~ n
PIPE C 18"RCP 2.05 5.0 60 0.67 335.6 335.4 9.0 4.5 6 24 CLASS B I _ 12,0 6.0 6" 24 CLASS B 324 ' m ~ I F
PIPED 24"RCP 4.09 9.32 60 0.67 321.2 320.$ I W/F.E.S. c;~ 3 w~ ~ ~ N ~N M
PIPE E 18"RCP 3.5 8.2 60 0.67 325.2 324.8 9.0 4.5 6 24" CLASS B 322 - " 38.0 20.0 6" 24" CLASS B ¢ ~ C( ~ ~ ~ x . 322 ~ C( > m ~m W wry w
(2)PIPE F 60 CSP 140.0 201.2 74 3.41 305.6 302.9 W/HEADWALL ~ _ ¢ I ° a ~ ~ ?ro ~ a 9, _ ~ i0 320 > w
320. ! ~ I ( I ~ ~ I z } I ~ ~ II ~ w V J W W
I aW ~ ca o cu I > ~ u j w ~ J ! ----1318
31 S I--~ - - i + ° cu ~ i ¢ I I °N I ZJ p F- I _
1sr ~ I d REA C I 4 FACTOR LENGTH LEVEL SPREADER i I ~ n a n w ~ 316
CUSTOM BASIN DRAINAGE A FLUSH 316 ~ w 3 W
CB #5 0.4 AC. 0.45 1 0.18 CFS 13 #3 5 ZW ~ J 314
CB 9.4 AC. 0.45 1 4.23 CFS 13 #4 55' Z zw 314 ~ I ~ ~ I i 1
r - i i i ~ i ~ ~ 312
I ; I i _ ~ t<~_~_ -r------- °--f- 312 j i i i i
1, ~ ~ j i I i
I ! ~ 310 X310
I - - TOP OF HEADWALL
308 308
i 306 V = ®INV. IN L 3os
I
I 304 ' ` 304 i
I I I I
I 302 IN . I = 3 1.00 302 IN . UT = 99.50 {2 PIPE
P W/HEAD LL
i 300 I
300 I I
~I I i I I 298 ~,,~~~r>>um„~,,,, .
298 I
I I 296 ~ ,4~ - , i ~ ~ ~ •.9
296 ~ y I DATUhI ELE ' ~ ~
295 00 _ =
oo N~ c,r Mo ~M ~
r~ tV~ Np Npj N0~ NIA NcD N~ NN N M of ~i ~j ao ~ ri ~ ri ° ri c Ci^, ~ Nj N~ N Oi ~ 1` ~ ~ O~ O ~ N n~~.,~c ~r
rim N1M MNMj MM MM MM MM MM ~ ~ .,ti '~~,q .5S
~ nN~n
44+00 45+00 46+00 47+00 48+00 +00 49+00 50+00 51+00 52+OC
t~ ~ SHEET 4
STEWART-PROCTOR RO,~DWAY PLANS FOR
wA~ R PARK W FO E V1E PROFIT WAY RD. ENGINEERING and SURVEYING ARK 319 CHAPANOKE ROAD SUITE 106
RALEIGH, NC 27603 RITAGE PHASE 2 THE HE
m a,a »o_~n~~ SAY Q10 770-1RR1
E 1) LT DATE 12-15-03 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA SCALE 1"=50' DRAWN BY DWG. N0 WAKE COUNTY OWNER: W~NSLOW PROPERTIES NO.
SCALE- 1 50' (HORIZONTAL)
1 " = 5' (VERTICAL) NOTE. PRELIMINARY PLANS. DO NOT JS. DO NOT USE FOR CONSTRUCTION. REVISIONS: 04-08-05 ZONED R-30 P.I.N. 0679-13-1616

r., ` r , ~ ~ NSF I' ; Ollvo ~ i NSF r -f ~ John & Appe' eo- ~ .'T ` .?"h \ ~ ' I .1 h /F' 1~ I , " w ~y, r ~ 1 1 jQhar iHelton~~ i~ , f ~ ,
Raleigh ~r e~ ~ Ooris ce dils 61ive I I , y A ° ° sqa i I. s ' ~ ~ HATCH AREA DENOTES 100 YEAR FEMA FLOOD
~~~-M Boo 812 \ Paga 1468 ' r. , I B c ~ ~ W g N0 i S R• 1389 ,ta4- -5729 1 , r i 86,1.0-8 '44Q5 , 8 r PIN 66\9.04-82,.6404 ~ y . j- t ~ ~ t ,.I ~ ~ , , ' , r Ogg, _ k~ IA A ~ {
1 G ~ v ~ I~ ;~e"e l ~t Rehm ~ ,1 NSF ~,~1 `a1 ~ i
~4~ L ~ ' 1 Sto eo'6C`~arole Hcne Ut.t• I ~ N _ A i BR '~V 1V •11 F r Boo 723fb::,Pa ~ O1 ;I ~4k ~ --,`al,i I CAMP v. A - ~ ~8A ~ fir:. ~ P: PIN. - 5,7 ` 2~i• ; , ~ (~•;i. ~ f" . ~ ~ ~ ~ ~,..~aak~ ~ '•.Pa 17 3 1 Susan f'qx ~ ~ ~ t:, ~ ~ H _ i_; a , y ~ , ~yp~ ' - ~ .~1 1 -r ~-rtflN 0~ 4 S9b;- ORgk 532. Pa 4 7 ~ ~ I
Q fi n - ~:w ~ , :r S ti ~ J `,a ~ _ q, : ~ f..F' ~ ~ ~ ~ ~ , w ~ x NMI O6P1b,01F -@4-1643 - ldack,.k Ann~oddgfa ~ u
(/1 N28 2 l~y_ ,~-r ~ _r ri _A J y ..rh f ~ u .~,3r`•f,, LAKE ROAD ~ ' WEST ~ i e~ I. I ~ a : m ~ ~ Nit' 0' , r-i ~ ~ r- • + t: t , ~ r ; o6r Tt g °~-a.. _ , , i y A„ ~ .4 1 ...C ~ f A f-v ~ ~ , „ ~.A: ~ t~._,. , ,,.~r'~."'--F-=._ - 92 85FOi~' ; r'- N~ r _ k
~ S.R, 1387 ' 1'- ~ ~jAA ~ ~ ~f ~ i , ~c_~ ~ ~ ~ .1@ 2,76' ~4, ~ 'k ~ i , .J ~ h r t" ~ e... i ~ O ~ ~ .9 , 6 y q•. i r~, 0.4. ~ 49 •e . 29 Ppga 9' 1 4.,,. `
~J - - h r , ~ , A ~ ' ~ r`~ .1 ` L ~ PIN 06,89.02-85-04¢5 i N/F ,o 1 ' ~ ~ L 1 ! Harold d< Nancy Ogan
• J ~ ' ' ~ ~ .~_I ~ ~ ~ 4 i t n1~ ~ ~ 1 y{• ~ lA •.l II _ .-1, I. I r. SITE ~ ....."...o ` r I ' x 9 374 . ~ °'4....~ ~ ` ~ I ~ i Book 6559 Po ~ - e r ..a ~ i i ~ P1N 0669.02-85-1719
' • , t ~H ` .-1i 1, _ ; , , ~ ~ - ~ =~RUPhOf'OREEVf IB PROpER~' uIVE NEUSE RIVER RIPARIAN BUI ~'••o ~ ~ i ~J aJ . ~ r Z ~ . - - t 1
~ ~ PMIy ~,8j1p Fp Ip Za ? 1V ; , I - ~ ~ _ . ~ , ~ A_ ~ ~ OREE~ FI LQCAT~D i CH SIDE l I ~o9e I ~ A , ; _ z I ~ , , ~ ~ ~ MEASURE 50 EA IVER RIPARIAN BUFFER ; 50' EACH SIDE Of 1"~ I `1~ '1 ~ , _ ,
~ r 4~.,~T: , I ' ; ~ ~ ~ , y I `~'-s ~ . i ~ ~ _ y , i CREEK QM TOP OF BANI i j , . ~ 3og ~ ~ ~ I I„ r I r~° I ~ I-~ 1 , I 1 it ~ Vt ' QM TOP OF BANK ~ ~~'~_J _a 7.~ (r~ 6.f , , , , ~ ' , , 1 i f
, - , _ h A ~ 1 _ O ~ ii ! ~ 1 . D ~ ~ ~ r yr _I .X ' 2 ~ ~ f I i ~ ,F1,0 D qy I~ •.461®'48 i .d '
G h0 ~ , E' ~ ~ ~ - i~ I ill r~ - C~ ' I I ' I i I ~ Y i ~ ~ ••w ~ t.
VICINITY MAP no scale) , ' ; ! , ! ' k , . ~ - , rI.1,..,: ~ i r . r ~ ~ ' i r
~ ~ ~ ~~1 - _ i _ , ~r : ~ r I ; ; , ~ ~ ~ t, j ; ~ ; ~ ~ v ~ ( ~ , n I ....1 u i i r
a _ _ ~ . 1 REFERENCES ~ . ~ ~ ~ • ' - - I r a
N TH CLOSE INC. ~ ~~'i', ~ . ,r Ivy`. `.I , , ; , 1, SURVEY BY KEN E ~ ' ~ ti ~ ~~~~i .I ..L,,x.-.,~, - ~ ~ , ,
TIT _ a ~ , EN ~o I , " LED L & H INCORPORATED -TOWN OF ~ ~ ~ ~ _ ? , ~ - , ~a , GARY MIDDLE CREEK TREATMENT PLANT SITE - 1 ~ ~;,ar{ i a, ,1$p r _~;~N. ° j t t ~ y,~ ~ i; _ ~t ;.1 i ri, ads
~,`~s it ~ ~ ; ~ I ~ , 1,j" r' : V YORS ~ r ~,~,,o ~ r i. ~ l~_.J .1 .r _ ,o , ~ . _ ;Y-i a~ P ~ tAN ITH SURE l TR 2 ~ r~/,, , ~ i ? l r ' y, , ~ 'fir - } ~ , w ~ ~ N ~ ~ - ~ .
2. SURVEY BY SMITH & SM ~ ~ ~ ~ i I' ~AS~~~ 1 r. , , N I ~ ~ " J J,~ J -S I .,.i ~ ~ ~ ENTITLED WEYERHAEUSER REAL ESTATE CO. o~ N 1,r I FEMA FLOOD AREA FEELD LOCATED AND MAPPED ~ _ , _ r i Q~ ~ ~t`ti a._. _ ~ ~ V. _ - Ali .
@ old /F r r ~ r , ~ ~1 ~ Y ~ I ,i , ~ , Oq T D JULY 27, 1979 UNRECORDED) o~ @ r ~ ~ I ~ ; i DA E ~ M . ~ , , i ~ ' ~ ~ . . , I , ' , ~ ATIONS p ~ ~ ~ X,11 , ~ _.I , . - -.I -I . t ' i ~ FOR FEwIA DETAIL STUDIED FLOOD ELEV r ~ , ~~y ' ~ ~ ti - _M.1 { ,p ti , - ~ e~ . - ~ rt ~ r : ~ ~ ~ ~ . R r , ~ -r- .
N ~ ~ rW/ , r k-1 ~ ~ ~ ~`~r OOK 3909 PAGE 757, X79, dD• °woy, ,,.,j, ,r,,; ~1 ~ . ~ r _ - 3• DEED B ~ W. `r , R t,~ . ,t. i K , i , , . a . . . , 9d - 01 1 ~ ~ i ~ _ i { ; _ ~ ~ ~ ~ _
- ~ 1' ~ _ 3492 PAGE 851, ~~~r ern! ~ ; ~.i ~ r; r~ ~ ~ ~ f~. r~ 4, DEED BOOK . its . ' _ ! ~ - , ~ ~ , . I , ~ ' , 1, I ~ _ . ~ ~ ~ , ~ / -r
91, r AGE 2 5. DEED BOOK 2930 P ~ ~ ~ i , - ~ A , ~ OPEN SPA 1 1 ~ - ~ ~ ; . , ~t - a ~ -
Rs ~ - - , ~ r. _ ~ ~ - ~ ~ ~ ~ , ~1 ~ SHOWN WITH ADJOINE ~.r_ ; , ' ~ ~ ~ A ,f, . Au oEEDS AND PATS NATURAL HAZARD ARE ~ ` _n _ ~ ~ >I s ~ CONSERVATION OF ; ~ 1 ~ r' it ~ ~ , , ~ ACR a ~ ~ 7 ; ~ ~ ~1~, .PIP _ _ ~ 'N {.,r ~ ' i •l. ~ ~ 1. , - - ~ ; , ~ ,
~ " 48.46 ~ , . ~ 7. MAPS SUPPLIED BY WAKE COUNTY G.LS. ~.V ~ ES \ ~ ` , , - ~ ~ ~ ~ ~ ~f : , R~ f Y~ {I r_~ ai.~' > ,e ~ , ~ ~ - e _ r I ;.i i i . r ~ ~ X ~ ~ ~ i _ . ~ ~
~iQ - r, i~ a ' r ~ I 8, ~ ~ ~ r . a , .r ~ r i - ~ ` , t ~ l r, ~ z , ~ ~ ~
~ ~ 5 ~r Y - I _ ~ 1 ~ a ~ ~ , ~ . , ~a1.~ ~ ~ ~ tiln ~i ~ ~3.pT~ R/iy) ~
I ~ ~~~~,T v ~ ' q . y,. - , I ~ G , --I~ ~ , I ~ , , ~ ~ r o~ y. i ~ , , , ~ ~ ~ i ~ , • ,
._~J - ~I h 1 . _ ' 1' ~ ' .t - i it . t ~ 894 of ~ 21 ~ ~ ~ i , i' ~ i f ~ ~ h~
Y ~ ~ l ~J t 47,. "~~V i I r ~ J J r ri, i~ fir `B , 43~ 16,248 of ,451 a ' N/F ~ B ~ _ . _a _ O- Dqvid Danehower 1 0: . `8 S > r~ ~ ~ ~ ~ ~ ~ 4~ _ ~ Baok of Mope 1966 Page 2289
" ~ , , ~ r ~ 1 ~ ,;2 J ~ - _ ~ ~ ~ a 1 0 P~~pp~~ggTR1A f7 1 + S j ,24,584. f 2,j1 ~ r , - r~ ' , PIN 0669.02-95-1642 - #.Y .
. ' ~ t ~ I I ~ I I . ~ . Y ~ . rry -""21,890 i 1 _a ~ , f ~i ~ , I /~.I ~ PV1,IT
n' ~ M a , 47 9,20 of ~ 1 1 ~ ; 5,~ r_' a ~+•r•-,-. ~ I ~50 R/W / i9 ~ ~ ~I
_J _I~ ~ , l -k ~ ~ 1 ~ ~r 6, F ~ ~ ~ I ' , - ~ , 51 25 10,2 a „ ~ !..I ~ L' I ~ ~ III I r ,
, ;ti ~ ~ ~ i ! ~ ~ ' ' ~ ~ , ~ y. ' - ~ ~ ~ ~ r 7 ; _ _ / 1 ~ R 9,351 of .f ! s'~ ~ 1 _ _ i, , - ~ C h. _ . I 27, 5.4f _ 48 ~ _ . , ~ ~ ~ ~ -c ~ C I~--35' 6'
y ' I ~ ~'f L ~v ~ f f 1 1 ~ ((f i 6' R ~ ~a 1< ~ \ i I r ~,F ~ ~ v I K - ~ ` 128 18 ; ! ~ r_. a _ .2B e f ~ 1 +
I r ~ .~y. V ~ ? 1 4 r r' ~'7 4. .1~' i ~ et I l .~i~, 14 2 ~ .r„ v uw~a aF ~noN ~uaa cam. J ~ - ~ ~ III I rr. 1,4,2 at ~ , ~
0 ~ r -.i ~ ~ ltIFFERS f1~'Lp ,-ri ,fix : „ ` ti X9;4 _ ~ ALL 111RIM F I n' ~ .EM.A• 100 Z` ' . , . 45 ~ 9.6 of _ ~ ~ _ ~ ~ ~ ~ . , ' ~ ~ . ~ , . 2~~ , ~ ` I I ~ . - ' ~ 17 I _ ~ 8" ABC I I t. ~ 13,914 of 27 ' 9, a ~r-. m ~ _
I ~ V ~ ~ i ~ HAiAtiD A~ ~7~ 1~ , ai, ~ YtQ`~i t ~ 1 . ' . ~ ; , . I f 53 ; ~ ~ ~ , , - ~ , ~ ~ i ~ 1 1/2" 5 9.5 SUPERPAVE ASPHALT ,B of 1 ~ L?1 _ ' ~ ~ - SECTION A A
11 1 , ~ , ~ i N • mo N ~ 719 s ~ Q6~ n II B /f I Nr;4'J ~43"W I ~ ~ ~ ~ , ~ ~ _ 1. 2~9 ,~f ~ D~ & , ~ i ~ y~ ~ NrUSE-RIVER RIPARIAN BUFFER , . . ~ 1 t . ~ . . 111 , 2~9 ; f 4 ~ 16 _ _ , ~.v =F: ~ v ~ ,
A1N 8 Aun r a-~ - ~ ~ ~ MEASURED 50' EACH SIDE OF i - 1 Os~ P drJp I ~ , -c,; i 1 t t, i t O x,4'[6: ~ r!. 3 > ~ ~ c N 1 ~ FROM TOP OF BANK;, + ~ ~ ~5 ~ 1 14,138 d 4 8 ~ 9, - j,,t ~ v ' l~ 54 ~ ~ 9.6 d ~ , ~ ~ r, ,
? 1 03, ° 2~~ I ~ \ ~ CREEK 7~., , ; . - r ~ 54 g I 7@ 1 ~ ~ ~ ~ ~l ~ ~ ~ ; ~ 4 7 r~ N,,, , ~ , ~ , ~t!- 2.~6 of t2,f6 of ` ~ ~ ~ SYMMETRICAL CUL-DE-SAC I 43 e, ~ ~ ~ NO CURB AND GUTTER
f ~ , k y 1 ~ , \ \ Y \ ~ ~ ~q~ Y[P+ ~ ~ , ,p , • `I ~k' ~ J_. . - WITH 3, 4 ~ h _ i ~ ~ of + ~ - - II NTS
. - t - - _ O
• i ' ~ ~ - ~ o , ~r w I I .:5 k ACTIVE r~ ~ ~ i ,.1 ~ ~ , 1 cog ° .NSA ~ - ~ F rN16 72 w. N' \ \ ~ 1~ _T;- I`, ~ .-,,..,i - OVAL AREA ~ , `I` ti I ~ 11 ~ ~r ~ 4 s ~ - , I o , 1 ,7~3 4f i ~ ~ 30 ~ ~12, of 9.8 d ~ ~I - _.a ~
~ 5 ti~ 2~~.56~-. ra~~.A i 1~ _1 ; ~ ~ '<I ECREA 1 r ~ 7 ' ~ ~ ~ ~ I , , ~ ~ ~ ~ t ~ 3.0 ACRE r ~ , , ~ : 4 ~_v~ 196 ° 13 f { ~
~ ~ ~ '1e,.~ 1 .8 of I ~ ~ , ~ . ~ - ~ - - - ~ SPREADER _ , - , 1,x,8 af' 31 9,6 of { - ~
,r f r. i h:. ~ i -1 , -SPA ( w a r r, CE . , _ f 1~ r 1 ,..r--~ T9 ..i ~Q ~ r ~ ~ ~ ~ ~ NATURA ~ A A < - yx. 57 t f { 11f181~ef 9 e ` ,.i ~ Y \ ~ ~ VAR. 6' 8' 5' 57 l ' - ~ AVEM NT R
RR , RE k ~ ~ ..J _ ~ r ,f ._I ._d ~ - ~--r+ _ A DE~ ~ .J J _ - _ i 9 ~r24B of - , 4 - ~ ~ -i , 15~ ~Bf f5 I 15, ~'ef ~I O I 3~ ~ ~~1 ' = ! ~ r ~ WIDTH E DTH E
1 uT i a ~ P- '1. f ~ C v.,r-I I r..} ,ri ~ `I,.i ~ i_ - _ ~ r. ~ ~ - ~'a' •ti..~' ~ i J'' ' , t ~ . i ~ ~r ~ i 1 - r 10 32~ei 1 ~ I x
- , _ , ,s ~ r _ - - k ~ f _ 9,8 of ~ _ ~ ~ '.l OR +1b~
.1 ~ , .~t ~:,1 - f e _ ~ 1, p,N _ 59, J - - - _ ~ r ~ 8X ~ ~ m 10 ti• 58:'~~ i 3 ~ 98 f ~ : _ ~ -8.33%
,l J -r~mi o yr - - t; 8 s 68 4 - ~ - - 1 O: , - - - - ~ 7 RO r ~ 1` i r • I ~ ~ I ! ~ _ _ ' gay ~ j . ~ ~ , . ~ -18x ~ ~ % 39 I 9,6 of -
LEGEND A ~ 7 , ~ - - ~ _ BB - 14• 1;919"ef a ~ry 1,460 0 ~ , - f 1 t , : ' ` ~ ~ _ ~ - 1;348: ~ t~;~' ~ ~ i 1,460 15,053'ef s ~ ~ - ' - 1'/F'T ~ 2S.... 9 i ~ ~ ;
¦ RIP RAP ENERGY DISSIPATOR ~ ~ r : _ 92 ~ _ 3s ~ r I i of ~ SHOULDER SECTION
CUSTOM BASIN \ ' ' - ~ .:x. Q .r • e~ ~rI . , 1 1 t4, et f3 ! 30' PERIMETER
ARY MATTING ~ ~ ~ JJ ~ ~ ` - I ~ ~ -SQ ~ r• 1E11POR I,`. j r ` , , i ~ . , t , I Xl ~ i i ~ aJ - - - _ _ _ _ ~4 ~ ~-ENKA MAT ~ Lx , . 8 I l ~ BUILDING SETBACK DRIVEWAY TURNOUT GRADES 9 600 of
~ ~..-,i'ix; i I - ~ - - 0,~5~; 21,16 s1 8 ~ 3A _ ~ ~ ' ;:x ~ ® STORM SEVER PIPE ~ ~i ~ ~ ~ I ~ - - - ~ 0 - - - - _ ...1 ' I 3x I~ i i ~ ~ y ~ 17 i ! 15,71h, of " 4 ' a
- - - ~ - - ~ - 65 ` ! 15,717 12,014~`d ' TEMPORARY DIVERSION DITCH , ~ r ,I - - - ~ ~ - `i2.366 a 66 6 . ~ J - ~ . ' - \ 13 5.448 ~ 8 \ P`d ~ 9 of I
T~ ,4 GRAVEL CONSTRUC110N ENTRANCE ~ 1 ~ ~ r- _ ~ ~ i _ 6 4 38 ~ ~ 6
J 7 ` r.-: ~u FENCE 1 g ~ ~ _ , , ~ 15.7ia.f 14;1 - ~ ~ ~ - ~ O \ t 3 9, ~ 16~ 14; 10 of 10, of ~ ~
R FUIURE TOWN. - - ~ - ~ - - }}}--LEVEL SPREADE p - _ HITS OF DISTURBANCE , OF GARY LIFT E - - - I.96 ~ ~ _ _ 95 i A 5 ~ 8, C 8. 6' 1 `
- : ~ : ~ ~ ' ' STATrON ' $U DING ~ - - , „ ~ ~ ~ _ ~ ~.T-- O 1,412 a 4~9 of ` ~ 11' 11'
w ~ ~ _ : , I - ~ - It F i ~ _ a - - r_t L. ~ ~ 4 . ~ N/F ~~I4. va n• , TRACT '1" +'?~`rt' ff"" 2P~,.
. ~ , r<~ - SITE DATA PHASE 1 -1 ; . ,~a - I , ,r . ~ - ' i-.- 1 1 ...1 ~ ~„~r.. r~ ~ t q - - ~ I I I ~ i , ~ I _ G ~ - ~ ,,:c' \ 4 i AKE COUNTY BOARD OF EDUCATION 8" ABC
~ ~ .J 8 - 0. LOTS ~ : , ~ - i 2~ I- B.I. 1989, PG. 912 CUT 1 fl f ' ' ~ ~ ~ ~ ~ 2" SF9,5A SUPERPAVE ASPHALT FILL A A ~
13,031 SF ~NEU$E RIVER RIPARIAN BurFER-• _ , I-, ! - 11-3 ' r-~ ; , - ,_y - r - VERAGE LOT SIZE ~ ; 9'1! A MEASURED 5U EACH SIDE OF i~-' u. .a
8.38 Ac. K ~ - , ; _ _ I . ~ - - ~ -r--r ~ ~ rI`~_ " I-' A _ , - --a--r - REA OF STREET CREEK FROM ToP of 8AN , , - g0 _ - 13, 92 ' ~ I-~ ~ 2 ~ TROL AND MANAGEM,~"NT RESIDENTIAL STREETS , 29 , . STORMWATER CON ~ ~~1 - ~ 13.50 ` 23,\
_ _ , - . , - .,~y_ ,r.. ~x 7 296 L.F. . 89 - T OF STREET ~ _ - , . - N . LINEAR FEE ~4 _ . 64 : r _a - 1 ~ CULATIONS TYPICAL CROSS SECTION x.~ . ~ , , IMPERVIOUS CAL 1 . _ _ ~ 1';e,oo~~ f NTS
32. Ac, _ I _ ~ IZE ' - REQUIRED TRACT S - - - - 67 : :30 r - 1 T: - .26 Ac. , ~ , _ ~a r ~y 3 .t ~ ~ - ACREAGE IN CLUSTER X .3 = 121.06 X .3 = 36.32 r ` TOTAL
- RED OPEN SPACE _ ~ _ 1.-' , J ~ ~ r- REQ ~ , n ~ . _ . UI ~ - _ - - - _ 1~.~ a ~~3 I ~ ~I _.r { ~ I~ rr~ \ \ ~ - 36.32 Ac. X 43560 SF~Ac. = 1,582,012 SF
- _ , _ _ , ~ ~ ...r ...e ~ ~ r.. ~ - LINEAR FEET OF STREET X 20 FEET PVM = 12,615 X 20 - 252,300 SF
TOTAL - - r~ r SITE DATA $ _ ~ _ I _ ~ ~ . ~ _ ~ ~ ~~r - 1,582,012 - 252,300 = 1,329,712 SF ' ~ ~f~ \
- _ _ I - ~ Y . , ~ I ~ - , ~ - . ~ ~ r ~ f - rj' ' ' ~ ~-T r>~..~ - A = 40 000 SF - 1 ;~~9,712 SF - 1,289,712 SF , ; , , ~ RECREATIONAL ARE ,
121.06 Ac. - ~ _ , r1 ~ ~ _I _ IW,~r -TOTAL ACREAGE ~eA . ~ ~ ~ 69 lr~7 y~ ,,-T, r ~ , V1 r' . r"" ~ - TS 1 289 712 2Ei2 = 4,920 SF DIVIDED BY 262 LO ) ~ - ~ ~ ~
_ r - - - TAL NUMBER OF LOTS 262 I ~ 17 5 r i `~~`~,t r~; I~~PERVIOUS ALLOWED FOR EACH LOT ~ ~ r.l L.
48.46 Ac. ~ y~ OPEN SPACE . ; , . ~ _ I I.~ 20 , - AREA IN r ~ ~ , ~ ? ~ ~ , - 70 ~ ~ - , - - ' - IS THE MAXIMUM IMPERVIOUS SURFA'~E AREA ALLOWED ON ANY LOT i I I .I 15%
40.0% ~ ~ ~ - - PEN SPACE e ~ -T 11 _ _ a . I ! ~ ~ ~ ,r ~ ~ ~ - PERCENT IN 0 ~ ~ $ ~ ~ I _ ~.i ~ .a 3.0 ACRES - ~ _ r , ~ _ - CREATIONAL AREA NSF ~ ~J ~ - I_~~ . ~_,i . WATER MANAGEMENT. ~;w,~;~ ~ ~ a WITH OUT STORM
_T ~ ~ _ ~ 1$ :I_ 6 OOO AC. TOWN OF GARY - - . • _ , ' - ,LOT SIZE ALLOWED ~ ' - ~ ~-I-~ ~ + ~ ' MIN _ : I ' ' r~:~ ~ ~ 30% ALLOWED WITH DEVICES THAT SHOW PRE-POST RUNOFF RATES EQUAL, , ~
o.e. 37ss-i62 ~ - ~ OPT - - ~ ~~1 - r J 1 i ! - ~ - MIN LOT SIZES 6,000 SF ~ = ~ ~ - " HOWN 11 ~ - r - • I t I.,. , i
r. - AVERAGE LOT SIZE 9,096 SF ~ I_ , ~ 72 ~ 58 ~ 4 - I ~ ~ 1 - _ - . _ _ , I ! ~ ` ` i
4.89 Ac. - - STREETS - _f~- ~ I_. , ~ I ~ AREA IN . I rt- ~ , 12 972 LF _ _ - - ~ NOTE: 1 - r- ~ ~ ~ _ RDANCE WITH TOWN OF CARY
- EAR FEET ~ ~ ~ ,.r: 1 IN STREE / ~ f ~ i LIN ~ D. ~ _ 57 ~ .4 , 1~4 . T _ ;-i'''- ~ Lm c p j.: _ , , _ _ ~ ~ f fi I ' , ~ _ ,_r - ,.a ~r r ~ J ~ ALL PUBLIC STORM SEWER SHALL BE IN AC„ ti ~ ~ ~ STALLED IN DEDICA,7:D STREET RIGHT OF WAY OR - : SECTION 8.02 TO BE IN
_ - ~ 4 ! , , 1 ,...I ..r : ~ , - _ 3 I ' ~r ~ ' , 30'~'PE~RIMETER IMUM WIDTHS OF STORM SEWER EASEMENTS ~ , DEDICATED EASEMENTS, MIN
_ , f _ - ~ ~1 _ J 1 r f... _ ti,_._. T~ _j L..~ -d i _J' - 1 ~ j', ~ a~~_ . ~ ~ ~ ~BI~ILDING'~T$ACK SHALL BE 20 FEET FOR PIPES UP TO AND INCLUDING 48 INCHES IN DIAMETER ' rr' f~' DIAMETER.
~ r ~ ~ r ~ I , ,x - -y , - i i , 21 i , . Y; .56 s : , ,F_._J • 4r. ; ~ ~ .i r.a ~ I" AND 30 FEET FOR PIPES GREATER THAN 413 INCHES IN
_ . _ ~ ~ ~ ~ . 1~ 1 F~ I. ~ . NOTES. ~ ' _i_~' - ~ ~ - , ~ i ~ I., ~ rr J ~ A , r: . 1
- , J ENT LAND ~ ~ ..J`O ~ ,_r , ' USE IS WOODED. ~ ~ ' - PRES _ I , _ _ j (
SUBDIVISION SHALL HAVE A MIN. 50' R/W. , , ' . p ~ I, J ~ ~ (THIN THE ~ - r,.. 1 I ' . Jam. - ALL STREETS W ~ _ r i ~ ~ Y~' - .J~r ~ . r-~ TRACT '2'
- .O.W RADIUS OF 50 AND AN - ! ' , ' , _ r - - ALL CUL DE SACS WILL HAVE ,1,2 ~ . ~ i " ~ - - . _ _ _ E.O.P. RADIUS OF 35 , _ Il _.1 WAKE C ,r , 1 TY BOARD OF EDUCATION ,L l
5 - ~ - RADIUS ALONG THE RA•W, ~ - 54 - _ A2 TREET INTX. SHALL HAVE ~3 - ALL S _s ~ -a ° 1 ~ ~ , ~ B.M. ~~B9;,PG, B12 ,J "
THE E.O.P. ALONG ' S ` INT - r° `r I - X. SHALL HAVE A 30 RAD U - ~ • . , , ALL STREET , _I .,r r ' 1~8 • - D TO NORTH CAROLINA - - - 4~ ~ ' TRUCTE _ AND CONS - r ~ ! 1 _ , _ - ~ ' r~ TS WILL BE PUBLIC STREE ...I r - ~ - ~ ~ ~ i ~ i . . ALL ~ f I'~ , _ _ - ~ r i~. I ~ . I ; I .1~'..C . .
l _ _ . ARTMENT OF TRANSPORTATION STANDARDS - I . ~ ~ ~ 53 ' DEP - ~ . , I , 14 ~ i~~.' . ~ ,
OF GARY. ~ ~ ~ ~ r, ~ , - - I. 9. , I f I , - WATER SYSTEM WILL CONSIST OF TOWN a' ; - ~ ' ~ 81 , , Y - SEWER SYSTEM WILL CONSIST OF TOWN OF CAR . ' ~ I ~ ~ ' ~ CUSTOM @A~IN DRAINAGE AR€A C I LUSH ~ FACTOR L€NGTH LiVEL ~Fi~LAUL(i
) ~6 , I ~ r-~I AKE CQI IPJTY ERQ`~IQN QNTRO~ MEASURES WILL 6~ GQMPL ED ~ ~4 , ' W ~ , , ; fig ~ ~ - _ _ , , ; _ ~ , ~ ,_I , ; . ~ ~ ~ GRAPHIC ~A~~ I...~_ i"%~'` „~f ~ _ _ CB 2 3,1 AC. 0.45 1 1,40 CFS 13 ~1 19'
WITH t~ - ~ ..f ~ I- .I'~, ~ , li`;" DURING CONSTRUCTION ' ~ . ~ ~ ~ 52 ; I ~ , , wJ ; _ ~ . - S WILL BE COMPLIED WITH I ~ ,1~. ~ , ~ . ._~!`J , ' , ~ 1-~ 200 0 100 2aD 40o aoD CB 3 6.9 AC. 0,50 1 3.45 CFS 13 #2 45' ~j~' ,=a`''' i-a - ~ CB 5 0,4 AC. 0.45 1 0,18 CFS 13 3 5
ALL ~ . - - _a - , - FEDERAL FLOOD HAZARD REGULATION I- " ` ' -.r.rC _1 , _ I - - r DURING CONSTRUCT r , j 4~ t „ ! -_T ~ ~ 9.4 AC. 0,45 1 4.23 CFS 13 4 55' _ ! ..I ...1 _ CA
HALL BE SUBMITTED ~ -f Sp' : ~ I , L GOVERN ~ ; . ; - _ I , , . _ ~ _ : i- i MENT APPROVALS S ~ - - ~ _ , AND LOCA - ALL STATE _ _ _ ~ ' ~ ' ~ ~ ~ ~ ; _1 _ ..i J , ; ~ ' a ~ I
FINAL PLAT APPROVAL ~ r ~ I ; , ION OFFICE BEFORE - , . ' , , , ~ ~ f ~t 7 - ~ ~ i'= 4 ~ ~.1 I TO THE SUBDIVIS ~ , ~ j ~ ~ ~ 1 - AKE COUNTY TOPOGRAPHY MAPS AND ~ ..I, , ~ r- ; ~ ~ ~ , I , . ; ! T - . _ ,,-_r 1 , , _ ..a . TOPO TAKEN FROM W AKEOFFS. - 48 - J ' _ _ - 134 , . r ~ i . ~ .~i~ . ~ ' i''~ (I1V FEET) ~ _ ~-_i ..a ~ . i .i
: ~ ~ ~ ; T BE USE EXTENSIVELY FOR DESIGN OR QUANTITY ' SHOULD NO ~ _ ~ 1G5 r ~ ~ - - , ~ I , - r_. I ~ ~ ~ ~ 1 inch = 200 ft. ~
_ - CONTOUR INTERVAL 15 5 _ - - k , 12~ ' - - A L BE PROVIDED FOR ALL AREAS _ - - _ - -
- EASEMENTS SH L ~ r I-_ ~ ~ DRAINAGE . _ _ OTS AND SHALL BE SHOWN ON THE - - ING 4 ACRES OR 4 L ~ ~ ~ ~ , DRAIN ~ r W SHEET 2
TION DRAWINGS AND ON THE FINAL PLAT, AFTER - . _ _ ~.J ' i' . _ _ % EROSION CONTROL PLAN FOR
SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED ~ - ~ - AX MAP ACT _ - ~..L ~ I , -31 I UAL BOUNDARY ~ ~ - _ E COUNTY T { ! ~ ~ - -BOUNDARY INFORMATION TAKEN WAK r - ~ STEWART PR
Y THIS OFFICE. ~ SURVE ; ; ~ r. - . ,t: P 1';2` % -~'p Q `I 1 YIN PROGRESS B - ~ ~ i ~ 1p, ~ NGINEERING and SURVEYING I ~ ~ E
- ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE ~ ; 1 , - - - - _ ~ a, ` , _ , ~ ; / , ~0 ~R. I I'. r , _ _ _ _ rug uFQirer,F PN~SE' 2 1 ~ I I'~ ~ ~ _
IN ACCORDANCE WITH WAKE COUNTRY SEDIMENT P ~J 319 CHAPANOKE ROAD SUI It l Ub I&- If I r.I v ff..-- • " ' 0
ALL ANU trcuawN u,nirtuL O. ORDINANCE. 0 2 -3 - , O / STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED TO HANDLE RALEIGH, NC 27603 (A CLUSTER SUBDIVISION) TEL. [phone] FAX [phone]
Y THE 25 YEAR STORM. JOB CAROLINA
- ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. - ALL STORM DRAINAGE PIPES SHALL HAVE AN ENERGY DISSIPATOR DATE: 05-25-04 SURVEYED BY MIDDLE CREEK TOWNSHIP NORTH
AT THE OUTLET. - DEVELOPER; DEVELOPER; SCALE; 1 =200 DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
- A FLOOD STUDY WILL BE PERFORMED TO ELIMINATE FLOOD HAZARD SOILS. .i' WINSLOW PROPERTIES DWG. NO.
- NO LOTS WILL HAVE DIRECT ACCESS TO "PARKWAY ROAD*. WINSLOW TO A HOME OWNERS ASSOCIATION. 740 LOCI- TED 7 \ -ALL OPEN SPACE TO BE DEDICATED 10 SIDEWALK EASM \ 740 LOCH HIGHLANDS DRIVE ZONED R-20 P.I.N. 0679.01-35-0035
RALEIGH, RALEIGH, NC 27606 - 362-4122 REVISIONS:

--•.-~~r- i , • . ~ ~ ? ~ •
i 1 • _ ~ ~ 1
I 1 _ , ~ ~i ` i ~ ~ ~ i I 1 t' ~ i ~ ~ ~ ~ t t _ ;
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- , ~ 1 ~`8 . ~ , ' ~ 2 9 ~0 1'31 1'3 1~3~ . ~ i { 138 , ~ - `
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EMA FLOOD AREA FIELD LOCATED AND MAPPED . F ~ ~ ~ _ . . , oo#a~- { , ~ r i ~ `t r ~l l ' ? ~X ~ ~ i a{ U ( 1 i~~ v... ~ ~ ~ i / I.
-0 ! - 1 - c~ ELE TIONS ~ ~ ~ y` 1
TUDIED FLOOD VA ~ . , ~ ~ • - , , FOR FEMA DETA ' . ~ ~ ~ ~ ~ v,~~. ~ ~ >39~sf ~ ~ L / l r~y~... w ~I ri ~i''. r . ~ , , ~ , ; ~ , , ~ I~ n ; ~ r ; _ ~ ~ ~
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- 1,66 . 158 , ~ ,J1 , ~ ~ , ~ ~ ~ y _ , _ x f-~ ~ ~ a ~ r~ 5, t ? ~ h i i
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6U , ; : , , ~ ; . 1, 69 ; , , , t ~ ( y. , t `~i ~ r. ~.J , r ~ ~ ~ _ ~ I ~ ~ ;
~ ~ ~~~0 1-72 ~ 174 ~ ~ . - ~ : ' S g 171 ~ 73 ~ ~ ~ ~ ~ ~ ~ , 3 ~ ~ i h~ ~ ; , ~ ~ PIPS ~ ~ ~ , .7 , z : ~ ~E ~ . , ? ~ i ~ ~ c ~r.~ ,2~ ~f ~ a" P Q ~I //~~)6 : cs ~ ~
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. ~ , , f 5 ~ ; ~ ~ } ~ - ~ ~ s~f. ~ , 09 ?sf,
~ , 1 ~ , ~ ~ ~ 1 ~f; t. k 1 I I ~ 35 451 ~~f ' ~ a ;
' , - ! , Pp i ! ~ ~ , r^; - , : 51 ~ , _....,375 ~ ~ ~ 21 2,894 sf ~ 1 ~ , ,
_ $7 N 5 ~ 54' y . - &1 E ,1~, ,
~.~,Qp, ,1OQ s ~ 1 _ , ~1~1~ . ~ 0 ~ ~ 1:81 16 246 f s ~ , ~ ~ .
~ , ~ , 11 - . sf I 48 ~ 2. _
,190 sf . , , p, 10` PED N ~ S~, 1~ ' ' h s ~ _ , 2 8 - 24 5 sf 84
NT ~ ~ ~ ~ 9 ~ EASEME ~ , x;,12 ~ > ~ ~ , ~ '~3 ; ~ 4,5 110 > ( ~ } ~ y , ~ , , . . Jm~ . - , ~ ~ _ i y
. P ~ F ~ 6; ~ ~f , ~ , X58,. , ~ ~ ~ 1, 1 . 6 _ . ~ ~ ~ ~ ~ ~ ~ t ~ ~ . ~ ~ 21,690 sf ~
. ~ ~ .~sf: - 1 ~ r ~ , , ~ , - 24 ~ ~ ~ o, ~ , , 0 1 ~ , r _ ~ , ~ 1 ~ ; ROPO ~
. s P 0 , - ~ ~ $ 0~~~. f. ~~2~91 f 47 ~t ~ ~ , 1 , ~ I 9 200 sf 47 ~ ~ ~ ~ ~ ;
0' P. ~ ~ , , ~ s r- 1 . ~ ~ ' Q~ ~ ~ 1
1 D ~ , , - - O s , ~ ~ ~ ' ~i~ ~ ~sf " - 11 558 sf P ~ ~ ~ v ~ 5~ r r 0 115 _ 19 58 sf 1 r ~ I ,
51 V r 1',~ 6. ~ ~A ~ ~ P ~ - - . 25 I I~ ~ ~ P~ ~ ~ a 10 2 sf ~ 1 r , L.F. ~F STREAM' . 14g 1
- ~ 2 05 _ , ~ , ~ ~ 14 ~ f , ~ ~ ~ 1 O ~ -A ~ 9 1 sf ~ ~ 1 35 INTERIOR BUFFER AREA ~ 700 SF + _ _ _ N
T lP , ~ ~ Y 0 1 t . , ~ ~ v ~ - ~ 5 f, sf 1 , ~ ~ ~~.11 . ~,f s ~ _ _
r , r ~ , r w; , ~ _ , ~ _ , } , ~ - ~ . 0 f~.. ~ 12 611 sf. 1 I EXTERIOR BUFFER AREA 1500 SF 1 I ~ ~ ~ ~ : ~ , ~ 1 I ' ' ~ 1 611 sf. _ _ 18 ~ ~ . 1 ~
,,1 ~ ~ ~ s 4 - WETLAND IMPACT AREA 592 SF, ~ ~ ~ , @ 1
K. ; ~ ~-,?r ~6, f z-~, 6,2,0 f~ ~ GQ' - 1~ , , 7 369 sf, ; ~ ~ ; , 14,2 sf t \ pia \ , ~ ~ i ~ I 9 60 sf ~ ~ i
V i \ ~ ~ ~ 'y~ , ~ ~ _ j _ p ~ I I ~ ? > ' ~ ~ ~ I t ~ ~ ~ 1 . ~ S . - .
~ T ' ~ 0 16 ~ ~ - 5 •,~6~' ~ - Q.. 17 1 W
~ ; s ~ . ~;~77 s . 11,14 fi~~ 199 13,914 sf 1.~} _ . . 0 ~ ~ 53 ' ~ ~ i"(. 1 ~ ~_I~rl } I '7 i 2 / _ ge6 s r~r¦rrrur 1 ~ ~ T r.! 1 ~ ~ ~ A j; ~ ~ f
r t' ~ t i- - - ~ 7~ ? ~ ~ ? P Q9,60 sf ~ i ~
, ~ r ,..~p ti , : ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - 2,9 sf 0 ~ - - ; 6Y 198 s • / x I t1* . Y I I ~ v a !
~ + 101 ~ y 44 ~ 16 I . I . _ _ . ~ I I 1 I . ~ ~ ~ ~ ~
~ ~ 7 10,68,~,'~ - .~~I ~ 6 - 1413' s- ~ - 8 sf ~ . o Q 1 I?I ~ v ~ a ~ 1 I 9 6 0 ~f ~
- _ , . Q ~ 1 o
~j ~ 0 1 ~ ~i '..1 ~?n~ ti.. ~ ~ _ ~.i ~._t y d' ~k5-1 ~r~~ 2~~ ~Q.~ I. r ) ~ $ ~ ~ T, s p + 9,6 sf 1 • ~ ~ p'~ - - i ~ ~ _ ~ _ ~ ~ - ~ ~A._ - r_-._ ~ ~ , i i Q"~
, 1 . 1 Q ~ : ~
h c , ~ ~ 11 sf ~ 1 ~ ~ , ~ r ~0 29~ ~ I
~ _ 64 ~ ~ 132 .'~O t- , ~ 3~0 - ~ - 6~,~ 7.79 `sf U . 1 `a 9.60 sf
~ 1g 4 I ~ - i rte, ~ r 1 fi t a ~
_ ~ ~$6~ s 7015 sf ~ 14 I . ' • \ i
~ Q j ~ - ~ 0 42 ! ~Q,449~ ~ ~ ~ ~ , ~ ~Q; ~ ~ ~ 1 4 , ` 30 _ ~ , ~ ; 9, ~ 0_Q---a ~ ~ ~ ~ ; 1 , _
T r, r> 1- ~ 2 W I ti4~ ~ > j , X12 sf 9, 9 60 sf .r ~ ~ I ~ I ~ 1 ~ II '
,~~,~9~~~ 7~ ~ 4. sf. ~ ' ~ E ~ CR .0 A 3 a ~ 1 I A I 1' l' : ~ ~ I 1 ~ , ~ ~ ~ ~
. ~ ~ 191 I , ~ , _ ~ G ' ~ 13 '
R ~ ~ R(~p 1 , 81 sf.~ 12,679 sf I ~ ' 31 ~ 9 6 sf,' ~ ~ ~ , / ; s..,, ' ~I _b ,
, - 9,6 ~ ~ 3 9 6 sf ~ 1 ~ ~ I u
, 7 - ; ~ - - . ~ r - ,
, , , t ~ ~ t ~ ~ 1! 75 - 57
,r. r v ; y , y_~,_~ . ~ , , ~ , v , - ,r ~ ~ , ~ ~ I - - , r, , , 3
11, ~ fo ,~i~ ~ 7 15 45 sf v ~ : ~ '9~9 r-t ~ :-3t ~ ,'fi't. ; ~ ~ - ~ ' ~ I l ; _ : ~ ; < . ~ - Q r s fit, ~ 40 T - , ~ ~ , _ g, 6 . 164' ~f I i I + t, ~ i/. ~
s Q ~ r / i ! , ~ ~ -t ~ r ~ i - 1Q, , 4. , . _ ; ~ 96 ~sf ~ I ? _ ~ i + ~ I < I 1 1 I I. _ ~ 1 1
69 • , . ~ . ~ ~ ~ ~ ~ 4 ~ ~ ~ , 0,532 sf ~ ~ ~ 2 1 ~ Q I + , I ~ 1 ~ I 1
~ ~ 1 ~ . ; , g8 _ , 3,~ I ; ,
• 9,60 ~ sf ~ ~ ~ ~
. . ` r -~~5. S~ ~ 94 . ~ f p 1~ i ~ ~ ~0, ~ 5 ~ - r1 ~ ( r ' ' ` ` i i , ~
62 ~ ~ 60 I • 10 •
. I 1 , , , 61 ~ 58 z4 z ~ :87 ~ _ I , v~ - 2 ~ ~ 3q. m ' : ~ 3 ~ 4 96 0 f
~ , t ~ k:~i£ - V Y ~ 1~.-ry1 40
, ~ r_, ! { , ,7~ s o, 1 , _ 1 ti - ~ , ~ 17,919 sf 1 ~ 15,460 s , - , . a' 15,053,'sf ~ 9 6 sf , ' , ` ~ ~ • 1 1
1 , ;~2,~58~ Sf ; ; ; ~ ~ ~ , li' ~ 1 ~ 1 1 ~ ~ . ~ 1 . 9 ~ \
~ i ! P, ,~4~, 35 I ~ t , , 1 3 ~ p 39, ~f , STORMWATER CONTROL AND MANAGEMENT
, ~ ~2 / !,I , ,~J ` , . ~ i L a e~
~ i- i ~Q ~'l - 91 t - ~~~;-7 8,' s - / 9,60 sf u, 9 60 sf ~ ~ ALCUL4TIONS ' o - ~ ~ . ;
~ ' , ~ 1 ~ . , 6 ~ ~ - 14, 3 ~ ~ a ' - TOTAL ACREAGE IN CLUSTER X .3 = 121.06 X .3 = 36.32
30 PERIMETER 36.32 Ac. X 43.,u0 SF/Ac. = 1,582,012 SF 6 -
~ ~ PUBLC R W ~ , ~ 1 l I ~ 1{3 'S'3''s 1 1 1,~' , 1 I ~ LINEAR FEET OF STREET X 20 FEET PVMT - 12,615 X 20 - 252,300 SF .
~ 2 , 6 sf , ~ 1 ~ ~ g ~ 1.. ~ 1 - ~ ~ 9,600 sf ~ BUDDING SETBACK ,600 sf 4 ' - 1,582,012 - 252,300 = 1,329,712 SF j ~ ~ •r•rr•rr.„
I .t • , , ~ ~ a ; ~ , i , ~ . ~ ~ I 1 - - RECREATIONAL AREA = 40,000 SF - 1,329,712 SF = 1,289,712 SF
D ow Q _1 , . -,1 t~ 12,011, sf s + 7 24 s - (DIVIDED BY 262 LOTS) 1,289,712/ 262 = 4,920 SF
i ~ ~ 12,366 s 67 ~ ~ ~ 9 44 sf',. ; IMPERVIOUS ALLOWED FOR EACH LOT F sf, _
_i , ~ s I _ ~ 15,446 sf 15% IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT
. ~ , . , , 261 ' ~ _ i , , ~ 36 ; WITH OUT STORMWATER MANAGEMENT.
~ ; _ I k f % ! . ,A? ?,,f i ~ " 1 1 i 231 I '6 ~ 30% ALLOWED WITH DEVICES THAT SHOW PRE-POST RUNOFF RATES EQUAL..`' 31 g f
_ _ ~ , . - s 0 s - • _ X14, 1 f r ` , I I I
_ _ / 10,9 sf \ ~i sf ' I , N F
- , 1 G
~ / , tS~ ` WAKE C ti, OUNTY BOARD OF EDUCATION 5 .
C , , , 1 412 s f .f ' B ~ .M. 1989, PG. 912
' P C! Q ~ - 1, 4~9 sf { cttaP~tc sc I ~
4 i ~ . m m I 1
, . 1 i ~ ~ , ~ B ~ _i - ~ - ~ ~ v ~ ~ ~ 1 ~ ~ (ply)
r_ \ ~ \ ~ i ~ G ~ ~ ~ , , 'J t leoe • mo n
, - ~ . I 7 ~ ~ ~ HEADWA - 4 .
I I I I , ! 1 ~ EROSION CONTROL PLAN FOR 16,,128 ~f _ STEWART PROCTOR, PLLC
~ ! ~.J;~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ q ENGINEERING and SURVEYING
1 - _ ~1 ~ _ _
2 HEADWALL 319 CHAPANOKE ROAD SUITE 106 THE HERI TAGS PHASE 2
I , ' -r- _ 25 -.90 ( i RALEIGH, NC 27603
2 s 89 _ \ 13,50 s TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION I
I I DATE: SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
;64 24 i '38,00, `38,003" sf
-32 SCALE: 1"=100' DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES DWG. NO.
(Z3) C I t I
REVISIONS: N ZO ED R-20 P.I N. 0679.01-35-0035

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~ ~ , t , AFIELD LOCATED AND MAPPED ~ , , ; ~ ~ . ~r } M1 R 4 ~ q i r..." y ~ I .
FEMA FLOOD ARE ~ ,Q ~ ~ Q i ,2 r ~ , , ~ , , ~ . ; ~.1 P.1 I_ h, / I ? - I` ~
t L TUDIED FL40D ELEVATIONS ~ ~ ~ ~ ' FOR FEMA DET I S . ~ i ~ ~ ~ r_ I A~~ . ~ , i j ' ~ Al ~ r, i . ~ ~
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, T . . r lF ~ ~ , - , , y. , - ti ~ ~ 16,246 sf ._a ~ ~ ~ 1'
p 1. t , _ I 1 ~ r r- ~ _ - , / ~ , ~a r i -c w f ~ 1 _ ~ ~ , ~ , , ~ _ 190 sf~~ ~ ~ q', f ~ ~ ? ~ ~ i- L_ ~ - ~ , ~ ~ , ~ ~
1 r t 5~ ~ ~ s r. ; 10 P - _ 4 ~ ~ , , 2 - 24 584 sf ,
,r a EASEMENT ~ r r 1 3~. ~ ~ ; .t 1 { r ~ _ 1 , r , ~ 1 ~ _ I i~... , ~l i ~ f
~ ~ 4 . , r , \ ) \ _ , ~ i * 4 l / . ~ rrpQ ~ \ Y r"~ i ~ 1~j - ~ft-= ~ 21 690 sf ~ ~
I > r 1,; ~ r , ~ r ~ i~ ~ a R 4 24
nn ry , , 9,200 sf 1 ~.y , 47 ..-1 ~ ~ ~ a ~ ~ ; i
O , ~ ~ ~ ~ r_v ~ 1 I ~ ~ I , ~9
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P ~ ~ , , , 25 10,2 sf ~ ~ ~ , L,F, ~F STREAM 14g ~ o ~ ~
i - - ,'l~" ~ -i t ,14 i -I / y l 1. `...I ~ ~ J~' 1.., -~4 ` 0 ~l , i ~ ~ 7 ~ ~ ~ ~ ~ i 1 , ~ 1 ~ ~ ~ 9 351 sf INTERIOR BUFFER AREA ~~700 SF + I ~ ~
j i- 1 ~ . i 4 , ~ ~ ~ X01 ~ ~f ~ 46 ~ I _ I ~ ~ + ~ EX TERI~R BUFFER A~' A 1500 SF ~ I : , . R~_ ; ~ ; _ . , ~ I
/ + , ~ ~y ~ _ . , , 0© , ~ , ' > ~ ~ ~ . ~ ~ r , , 1 12,611 sf ~ /V _ ~ 611 sf _ _ _ 18 { ~ ~ ~ ~ ~ WETLAND- IMPACT AREA ~ 592 Sf , , ~ ~
4 ~ ~ - ~ ry, _ ~ , - ~ ~r7 , , I-. , , f l 26. _ f .4, - ~
, ~ ~ ~ _ 0 0 K. ~ - - ~ i-~ 6,~2 f ~ Q'~ ~ . ~ , ~ ; r~, 1~4 2 sf . ~ r-~. , 1 > .Irk , t I... . ~ r ~ 1 ' I • ~ ~ ; 09,60 sf `,1 I ~ ~ I~-.~
, ~ 6 76 , ~ , ~ ~ ~ ~ , , , ~ I ' ~ ~ - , 45 { ~I ~ ? ~ ! .
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~ r ~ ~ ~ ~ . ; v, . . , , , 1' , / ~ , / r- L r r ~ ~ ~ { _ _ i~, Q9,60 sf ' 1
r.. r Y ~ - 2 9 sf - , ~ . p,0 , , ; , ~ r; / ~ i ! .F ~ . _ 1 ? I ~ ! ~ , , \ r _ .
01 , ; , ; ~ ~ , - 6~ r-~ ~ ~ 44~ 1 ~ ~ _ - ~ ~ s , 8419, t _ . + _ I , I 1 I I ~ ~6
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i i , , - ~ r _ 1 55 ~ o i a J 9,60 sf ~ ( ~ ~ ~
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. ~ . ~0 ~ , 9 4. . ~ , . _ ~ ~ ~4 ~ ~ ~ ~ r , ~ ; r , ; ~r... , ; ~ ~ 12, s f 9, ' 640.-... _ ~ , 1 I 9,60 sf . 1 ~ ~ ; ~ ;
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~ A ,r 1 81 sfy, 12,679 sf ~ ~ 1,
, y ~ t ~ . ...1 b. , . ~ 9, 6 ~'f ' ~ ~ ~d ~ I M ~ ~ ;
~ - ~ } .1 ~ t f - , , - ~ ~ - ~ l i , _ 1 r ~ - . - 7- a ~ ; ~ i ~
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U. ~ - j 7 1 ? I ~ r . t 1 , t 1 i ~ i ~ i
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~ , , ~ : ~ ' ~ , ,-i ~ , ~ ~ ~ , / 1 I , I 1 I I. - ~
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fl ~ - , 3.~ 1
~ ~ r 1 ~ ~ _ . _ , 7 ~s ~ , P I ~ ~ 1 ~ ti 1 ~ ~ ~ 9 60 sf . .
1 , ~ ~ ~ ~ 1 I ~ , Y 6~ r 9
I r ,
1 ~ ti r 61 ~ ~ I : ~ 2R2 f ~ _ I ._i k, ~ ~ , i li I ~
3 r ~ , 8 ~ Z , ~ , ~ 34 9 600 f , ( Q 1 ~ lii
v v 1 ~ r,, . - I 1 - - ~ g 6 > r - 472 , s 15, 460 s r 9,6 sf ~ : • ? O ~
~ 1 w 1 ~ ~ ~ - - _ _ _ . _ D`' S ~ ~ ~ ~ - ~ J'- 1 ~i ; 1 1~2;~~5;$t f , • ~ ~ I / ,
, 9.5 ' ` ~ '4. ; ~ ; 35 9 38 g, sf STORMWATER CONTROL AND MANAGEMENT ; ~ I~ 1
W ~ ; IMPERI/lOUS CALCU,~ATIONS , • , ~ •
v `k { , , . ; r-~,- ~ ) 6;;7,8; ~ • ~ ~ sf ~ r 9,60 sf ~ ~ II ,
.,i I 1 I ~ r ~ t nro ts_ ~ _z , ' ~ ' 1 ~ ~ ~ , ~ 14% . , a ~ ~ ; TOTAL ACREAGE IV CLUSTER X .3 121,06 X .3 36.32 , 1 ~
~ ~ ' 8 . ; _ _ ' ; ERIMETER 36.32 Ac. X 4,`560 SF~Ac. = 1,582,012 SF 6 30 P -
LINEAR FEET OF ..TREET X 20 FEET PVMT - 12,615 X 20 252,300 SF
~ ~ ,1 Q ~~5~' ~ 21,16 sf ; ~ s I •?I ~ ~ 9600~sf 68 ~ 37 ; 7. t ~ ~ ~ { ' , i BUIEDING SETBACK x,600; sf 'a ' ' - 1,582,012 - 252,300 = 1,329,712 SF
i . ~ ~ -,F ADER ~ , 6 ~ a 1 ~ . ' - RECREATIONAL AF'EA - 40,000 SF - 1,329,712 SF - 1,289,712 SF
Q 12 011 sf ~ ~ 4 - DIVIDED BY 262 LOTS 1 289 712 262 = 4 920 SF 4 s ( ) / , 9,
i~~~~ 1 6 ~ ,rr ~ ~ ! IMPERVIOUS ALLOWED FOR EACH LOT 4 sf'', , - 15% IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY T
~ „ ~ 9,44 sf''. I ; _ 15 446 sf 1 ~ LO
:..fi ~ , ~ ~ i - r. , . i i ' 261 - ~ WITH OUT STORMWATER MANAGEMENT.
' 30% ALLOWED WITH DEVICES THAT SHOW PRE-POST RUNOFF RATES E UAL. Q 31 g f
~ I I ~ _4?~~ " - ~V ?~N? 1 ~ 231 1 J - __.r. , - . - _ 15,71 f s f~ , i w I Irk ^ ~ 6 - - i ~
_ 1 s , sf ' 1 NF
I I i I I ,
i j ~ ~ 1 ~ WAKE COUNTY BOA ~ RD OF EDUCATION f
(1 ~ I i I - , ~ / ~ 141 s r,, s ~ ~ B,M. 1989, PG. 912 1
I ~ ~ ? ~ 1 i ! - 1, 49 sf l c~a~x~e ~ca~
i ~ ~ r ~ B 1 . m 1 i
, ~ ~ ~ i ~ ~ ~ ~ _ G ~ I I , . i ~ \ I (dmr)
i ~ , I ~ t ~ ~ ~ i. 1 i ~ 1 i ~ um • wo m i
I ~ i ~ ~ ~ . HEADWA ;r 4
_ . - , ' ` EROSION CONTROL PLAN FOR 16,128 ~f _ STEWART PROCTOR, PLC
f w / ~ - I ' ENGINEERING and SURVEYING
Q~ ~ ~1
T\ ~ ~ ' 319 CHAPANOKE ROAD SUITE 106 THE HERI TAGS PHASE 2
HEADWALL 2 25 RALEIGH NC 27603 I
- t T~ ' 23, 29 sf TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION) I
89' 1- -7 OPOSED' 4 2 ' DATE: SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
~ - `I
t _J I 321 :-18,005 sf > SCALE: 1 -100 DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
i DWG. NO. n
' REVISIONS: ZONED R-20 P.I.N. 0679.01-35-0035

r
S.R. 1389 ~ ~ ~ " ~ Raleigh )3r e ~ D,orie Olive ~ i ~ N fF i t \ ~11 ~ N`,F ~ ~ ~ 1 1 ~ ~r h ~ ~ I A v ~ ~
- " , , --~-T-'r--r-'- e orT iNe , -r " G~ ;b4-9 -5729 1+ ~ Bon a'!12 ' Pa 1466 i. ~ I'`John d~-Agne` ~.Y ~e - ~ •,1 ~ (#Iphara ~ Helton ~ \ I 1 A~ A ~
e... ~ R a" t PIN 6 04~- I ~ B ANC • ~ a~, 6 zsao~ ` y r ' ~ IN~De6s.o+~-6 ~ MP ~ ~ ~ ~ . ~aatFS. a e 664 I , W + «e ~ , ~ ~ ~ ,
~0 ' CP \ ~ r. ,r , ~ , ,1g 5ti y lf•~, ~ y , ~ Ste, en ~k'~arolq Hone "t ~ ~ - 6 ' i<< ~I HATCH AREA DENOTES 100 Y AR r~. ~ .~4 `a ! ~ ~ ~ ~ E FEMA FLOOD
~ ~ ~ .Boo 735.->,B 01 I k~' ( 1 1J~'I WEST LAKE ROAD ~ N~e'~"~ T~'I .:1',~ °v, n PIN 7 ~ , ~ f,~ n_(~~ ( ~ ~ , I' ~ ~ ~ ~ ~ ,f ~Stweq I ~ . A ~ ~
\ r ~W ~ 4 ~ t ILL' cS i a p[ ~4 I _11, q l S.R. 1387 ~ f „ , r . - . ~ _l~ , _ f y„~ i , ~ L , ~ , !n ~--t: 800 X39,' ."Pa9P f7~73 _ r ~;Suaon Fqx. ~ X ~_f~~, Y,~,._1~,~r_~~,~~,1 " r~ A ~~s ~ ~~,~:.~D~@~SPQ :-l~ Hti4k.:~327~ Pupe-4~.7 T +~..--~i Y.
~ r 1 ~ ~ ~ .J I r'~, I h ' hI ~i ~ <<, ~ - l ~ ~ _I sl 9, , •.k1 f 'C ' Vl 1 , 1 I ' ,,..~,N"F. tii ~ r ~ _,V`I"`~,,,.1••ti,.~ ' i.ti ' A ~ `.y ..t MIj~~:46~0,0+Y-$4r19 `~.::k ' ~/F ~ , _ , r- ~ti ,a , ~
r ~ ~ O r1' ~ r- d . I , -.1 ~~J ai ,~I i r`' ~ J .f 9 76' ~ r , ~ + ,i ~ ~ I ~ , . ` ? J ~i ~ I i.--- ldork do inn dad ~ ~ ` , ~ ~ ~ _ ~I "i~ ~ r ~ ~i `ti ~ V ' °'y~ 1' ~ G~~ ~~~'B01 F094. 0-~ ~'.f. ,t _ -
s- ~ ~ . , SITE .!.._I _ y,-~, h., I-ii I,.,.(~~SI ~ fi ~ i z t _ .r _ ,
t0 ~ ~ ~ ~ i( ~ \ ; ` t ~ i i • ~ ; ' -Vf .f J V I ' , ~ 1~. i :f .~L. ~ ~ ~ I ~L~!~ +1_L•~° II ~ R ~'4'~ _ , . _ ~ D ~p41f Q' 4l0 lF +~.R ~ ~ J lol I ~ 1 r ~-ti+ ti~- , J i , b , .r J ~ .....w ~ ~ i 0! ~ - . ~ ! A ~ ` _
.Z1 N r i x C 1I,., ,{I r,~ i I•r1r `•i I ~ ~ Z ~ t - - ~ ,~i r PI\ ~S~ - ~ Y ~i Of~69.02-B$-04t~5 ! Harold NSF •4. 'ti. ~ ~ ~ p, ~ , ~ ~ ~ ! do NoncY Ogon
~ Ve i I ~ r I 1 ~ ~ ~ ' t. v ~ ;,R~ , of `cREE~ ISyRR i - ~ ~yf~ ~~~p , ~ I"` I C ~ r f " ~ j y I ~ X r~ , ~ \ I a I ,f ,~J R + LINE ~ ; O , 3.389 ~ ~ rl _ f-~ r~ ~ ~ I_, ~ . ~ ~ ~ ~ E ~ fi EE~I( FIH~p L+~CAT~D " ~ NEUSE RIVER RIPAR ~ ~ '.~•~}•')"~a1"~..' ~ t~ ` i Book 6558 Poge 374 :USE RIVER RIPARIAN BUFFER ~ ~ ~ ~ ~ 4 ; - , ~ , ~ ~ ~ ~ r ~ ! PIN oss9.o2-65-1~1s
~ ~ ~ t MEAS D ~ " ~ f~ ` -r'',,_' ~ I ;~I _ , .,1 ,I , ; _~j ~ ~ ~ URE 50' EACI G '1 1''~.~ ~ 1 ~.a,~~., ;.1~1 .1~ X ,..a~ .._I .i I~ ~ j EEK QM TOP _ iA--' - f ~ ~a.,~l' , ~ ` EASURE 50' EACH SIDE OF ~ , iEEK ~ ~ , ~ cn l~ .,j,,~ , , s _ . ~ QM TOP OF BANK ~ .l . r' 1 ~ r-., ~ ,
d I . ~r - ~ ; ~ .J a , --,i .1 ~ ~ CR ~ VICINITY MAP no scale - ~ ~ ! ~f ~ ~ r i r ~ j ,r ~7~ 1 ~ ~ va ~ hh . i , -
; _ . y ~ ~ A ~ \ ~ 4, ~ ' ~ j ~ ~ I' I~ .a ~ , , rJ J ~ , 1 - I
t-' ,fir , rl ,-a , ,_.i I i ! R--' R FERENCES ! , ; ~ , ~ _ - 1 , I ~ ~ r - a , , E p~..., t- - ~v _ r ~I+
T1 ~ % !,1 ~ ' ' ; I I i ,.J , . ~ , a '1 A 1 r i { ~ , L SURVEY BY KENNETH CLOSE INC. ~ ''krt..;` j "r _ 1" _1~ ; , I__t , ~ ,1 y I, .I _j t ~ ; ~ a
"WW a ENTITLED H - ~ r. / ; ~ ~ r ~f1F_' ~~v-_ ~ ~ .J I _ a I_., L & INCORPORATED TOWN OF ~ ~ / ~ ~ ` . ~ ,9P~ , , ~ " ~ . ~ .,I ( ~ I J-~-.l ~ ~ b J J J ,_T ~ J I 1 J ~ ~i . ~ v ~ i _ r , , ~ ,a'-~ ~ _1 rv.,
CAR , ~r ~ . 'r - a r Y MIDDLE CREEK TREATMENT PLANT SITE ~ ~ ~ ' r ~ ' ~ , ~ - - a ~ ~ - r'_ _ ~ i~ . r,,. . ~ ~ _f " i .a~ ~ ~ ~ f ~ _I ~ ~ r- ~ i , i-.~ ~ _ i I _ w~~ ~ ~ ~ ~ ~ _.f .J _
_ ' ~ ~ + r 2. SURVEY BY SMITH & SMITH ~ ;~"i i~,i~ ' ~ ~ ~ ~ I ~ SURVEYORS r,,/,~rr~ ~ ~ ! ~4- - ~ ' Y ~ ~ , 1, y~ ~ i ,i , , I I ~ , f - r
ENt~n w ~ ; ~ r, ~~,I ~ ~ .I ~ ~ r-~~ ED EYERHAEUS - x , I ` ~ { ~ . ER REAL ESTATE CO. o ~,,r~t/, ~ ~ ! ~ T ~ ~ ~ ~ , ~ s~ ~ , DATED JULY 27 1979 U °r,oty H/f' 4! ~ ~''i l ~ ~ ~ I ~ ~ ~_.j 1 ~ . , , i~``.~ - ~ (NREOORDED) ea 4 i , p,,~~i ~ ~ _.i ~ -_T, f~~ ` ._1 _ ro' PE, TRIAN ~ - r ~ _ ~ , r ~ ^i y. ~ , ~ ~ ~ 1 ~ - ,
PtN~ e2e~M0~y x~ l G' ~ I _Y ~ _ ~ i `,r ~ r, ; ~ A EAS , ~ ' ! a I ~ Nab ~ ~'i - ( I - t, , ~ ; a : ~ ~ , ~ FEMA FLOOD AREA FELD LOCATED AND MAPPED 1 p~~ ~ t 3. DEED BOOK 3909, PAGE 757, ~ p l r~r , T_ _ _ ~ N
Of fir; I ~ ~ ' ~ R ~ I , r ~e ~ FOR FEMA DETAIL STUDIED FLOOD ELEVATIONS ~ ,4 4. DEED BOOK 3492, PAGE 851, , _ , ~ - r _ - w , -t, I ~ r- ~ ~ ~ i." ~ ~ _a i l 1...- ~ r 4
t' ~ ~ ~ ~ r' ~ 5. DEED BOOK 2930 PAGE 291, r I ~ 1' ~ ~ ~ x," ~ f~ .n,- y / . ~ ~ f ~ r.7 v . < , _ a ~ ~ - ~ , ,
r 1. 1 ~ ; ~ 6. ALL DEEDS ANTI PI ATS SHOWN WITH ADJOINERS. . f ~ ' 1 rCl ' ' ~ ~~-1 ~~I~~j,-'fir ~ i ~ 2 ~ r. - 41 r ~ ~ ,..i , . _ ~ - _
i + ~ OPEN SPACE i,., , , t~f MAra SUrruttJ t, ~ wAnt UuUN1Y U.LJ. ' _ - I d ~ . _ , 6 ~ A U r. CUN StHV 11 N U -1~._; 1 _I~ . F NAIUftA L HAZAFtU AFttA a i ' . . ~ r a , d _ _ ~ . _ 4 , ~ , ~ f
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1 J~ I 0
~ ~ ~ l a. I `,I .J T J T .r'. I~ _I i r., 21 ,ea4 er ~ ; ~ ~ ~ l ' ~ ~ ~ ~ I ~ i' ~ ,
`i f i i 1 i •i ~ ~ I , ~ ~ ~Y ~ r ~ `n° 1 ~ v I 0' TR1A 1 ~ ~"1~ r~ ~ 1 _l~ _J ~ V \ r r~. " f > 9 " 16,246 et ~ ~ ' ~ 4B ~ ,451 ~e ~ , ~ ~ b ; ! " ~r ~ ~ N/F s~ / ,i _ .a O ` M ~ ~ i ' , ~ ~ , ~ ~ r~" 3 i °q David Danehower
A ~ - i t _ ~ ~ ~ 4 r ~ u 54,584.~f 2 \ , r - ~ i Book of M ~ 1_ ~ apa 1986 Pa a 2269 ~ ~ , Y~At '21,890 ~ ~ ~ I d _ PIN 0689.02-95-1642 9 ,
~ ~ ~ , p ~ -I yr~Jy-, y~ r J _i . r,. _24~ , ~ i i-~ r ~ ~ ~ " ti ~ ~ _.I ,L ~ J a- ~ ~ I '
I \ ~ } Y~( . l ~ \ , ~ ~ PVM r" 47 9,2 of \ ~ ~ i' ~ , 1 11 _ _ ~ ~ ti, ~1,,._a a _ ' 1
l _'~.J ~ j . , ~ , s, e i9 , ~ , ,~1.~ . ~ v, ~ _r~. ~ i , 1r. , ~ r^ _r i , ~ i 25 10.2 e " a I i 27. 05 -~f ~ 9.351 f ~ ~ ~ ~ "l ~ ~ , , ,p ~ r_,
I 3. _ , ~r~ ~ ~ \ \i ~ r; ti \ I ~ 1 i ~ wi3 OF fMj,Q W~A110N I{~ANQ C~(, ~ C,' ail- ~ ~i u,~ 1 ?y~ S ! i ~ , 1 1 ' - , 46 I f I I
' ~f ~ \ V eIJFfEAS FALL MIAINI F.EILA. 1 ~ - ~ r` ~ ` r I ' 1 B _f ~ _ _ I 1 12,8 a ~ _ _ ~ „ " ` ~ r,_' ~ ~ ' 1 _ta . ~ ~ L RW ' . 52 ~ , ~ i ~ r _I I C II I ~ + ~ 9. f 1 ~ a~ 'i, r T 35' '
~ r ' _1 ~ ~ ~ FLOOD MAiAIq AAEA 00 .~$,a ,eft-, mo ~ a ~10fq 11M _ 1, 1t4~2 , I Bo N/F I ~ 11 ~2 . ~ ' , , . V ~4,2 cif ~ ~ ~ 9.8 N ~ ~ Y ~ ~
p k N'143 ~ \ A, ,~T7 ` - ' . , , 1 ry a qu~a~~ r I . ~ hI ~ • ~ \ \ ~ 1 ~ r~ ~ t. ~ t NEUS RIVER RIPARIAN BUFFER ~ ' ~ 9.0 , ~ ~ ~ ; ~ 53 r~, ~ ~ ~ \ EASUR ~ 7 p~, ~ i . 17 r si I ei ~ ~ h , ~ f 13,a 4 ~ ~ 1 53 ~ ~ 9, a , w - ~ 1„ i... ,rn 2,~ -a ~ , . ,r........ ~ ~ ~ .1 .Cb ~ 7. ~ I:
~I ~ 3' P e o Arr I ti - I I 4~ ~ ~ ED 50 EACH SIDE OF I t 1~ t ~ ~ ~ ~ I to I i~ 1~'+,i ~ ~ CREEK FROM TOP OF BANK;, ! '4,'~ ' + P. „ .e of ~ ~ ; ~ , a ~ III I ~ r B ABC ' 9 pf ~ I , L : ~ ; ~ ~ ,
_ , p J ~ 1 ~I ~ i~. t~ ~ r " 18 , ! , ~',,I _ _.I 1 1/2" 5-9.5 SUPERPAVE ASPHALT ~ • ti 1~ 1 i i , ~ .W.~.....,~ E ~ ~ 14. of ~ ~ 4 8 p ~ ~ i` ~ ~ SECTION A-A
_ , a~ I ,ti~ 1V ~ ~.r~ ~ I~ r- 1~ ~ 1 r ~ ~ ;.'r.~4 ~~:,1 ii ~ ~ I \ ! 5 9.6 of , > 1f. J ~aA, , i r ti ~ , , ~ y 2. of o ~ y y ! ` ~ ~ I ~ a
.r e h 1 ;'c ~ ~ rt' ;:1, , ~Q , t . ; ' , 13, 4 3f' ! ~a.,.r~. ~ ~ ? ~ SYMMETRICAL CUL-DE-SAC
~ e< f ~ ~ ~ ~l ` m ~ , ya ,yeti' ; ,hl F I NtsbTz~'w Nr p ~ ~ ; , _ . r-' ~ N ~ ~ _ , I 204.55.. p , ~ r , ~ a ~ ~ .r~ ACTIVE' ~ , ~ , ,.r .@ r~ ~ a5~ ~ II I ~ ~ 59 I ~ of ; i ~ , ~ , . I ~ _ _I, ; WITH NO CURB AND GUTTER
~ ~ .W_.,- ECREATIONAL AREA ' ~ ~C 7 fi r. , ~ ~ , 14 , _ - ;,.1 ~ : NTS
- I a ~ , , r ~ 3.0 ACRE ~1 . _ IMI 1 12, of 9,0 of a ~ , ~ ~ , p , 96 I 1 \ I~ I ' i "vl III I
~ -1 SPREADER . , - ; , ~ 96 - - I+~-~. : ~ ~r s. ' r r ~ -.f 1 ,8 of b I ~ , f ~ r. ~ ~ ; , ~ ~ - ~ ~ ~ lU ~ I i , ~ I . 13 1 ,8 of 4j J1 % 9 8 D' , of ~ ~ , r,~. ;
S~ w ~RE~i. , a ~ , r q - r - . ' ~ ' f.. v . = v _ , ~ ~ , ~ p ~ ~ ~ " ~ ~ <<' 11181 of
' % Y i f ~ r , ~ r ~ , ~ -J r;~, a,v~'r-I ~ ~ 1 X40 3f ; ,7'~ ' 1ij,• 57 , 1~ ~I f I + ~ i~ ~ t, 57 't I ~ ~ , I I
_ , - _ _ .1 j . , ~.I ~ ~ 1'V ~ t t- 1d ~ , ~t I ~ ~ ~ _ _ ~Akry- ,,pl , ~ r ~ _ . '1 15 let ~ I ~ 3 1 ~ ~ ~ ~ ~ ~ ~ ( ~ 9,8 of ~ - ~ - VAR. g' B• 5. , I ~
# 9 ~ _ P r`+ I ~ , ~ - ~ - 10~ 324f _ i~ " ~ PAVEMENT HOULDER
y ~ j~ «^,~a , - rl,' - - f r _ . , LEGEND ~ ~ - r~ - ~ - J a7 ~ 59 . - _ ~ - ..0 ~'•Ar. ~ 3~ ~ ~'6 1 w n - ! WIDTH DTH ~ , ~ ~ 9.8 rf 1 ~ ~ 9• ~ ~ '1 ; . ~ ~ ti5 S9 '1 - 1/4'/FT k
_ - - , _ TQ y J _ ¦ RIP RAP ENERGY DISSIPATOR ~ r , ,~I _ I a - r- ~ , _.I _ / ~ f 81 ~ r ~ 58 ~ J f i ~ I .I > i 58 ~ ~ 7 O 10 ' sE 3 ; - ~ ~ _ OR ~i'',- i r _ 6x
r. . CUSTOIA BASIN , " ~ ~ ~ ~ r : fi916-ef e 1 ry~~ '°Y 1 0 . , ;h / ~ i 39 34 9. t ~ '1-" -2.08X +8% +t a~ 0/ 1 96 , X60 , ~ 5. d ~ p i ~ 1 ~ ~ -B.33X -18X
TEIIPOAARY MATIIHG ~ ' ~ ~ 1 - ~ 0- , .J - S " r ~ - 63 ft_ ~ - - 92 R,C~ ~ _ I OR
ESA MAT J,. r~ V ~ ~ - - - 1 p~ f r~ 8~ ~ ® .~i V ,,.i f ~ - ~ _ ~ ~ • p, K - 1 ~?S ! X
STORM SEVER PIPE \ A ~ V "1 ~J x~ J -1 r - ~ 'CA 1"} M~.....~--~M y r _ 4 TEMPORARY DIVERSION DITCH ~ r~ I - ~ ~ "7 - ;X ~ ' ' ~ .2116 ~ l 1~, of ' ~ B ~D ~ l ~ 6 D 30' PERIMETER - SHOULDER SECTION r
' ~ . ~ - `r=.-' GRAVEL CONSTRUCTION ENTRANCE "fir ~ ~ ~ i ' ~ • 'S`<: ~f . 6 ' I ' BUILDING SETBACK 6 3 J 9,6001 et I ~ I
' - - - - - - 12,014 of ~ 15~ -SILT FENCE / _ ~ - ~ ` - _ \ ~i2,386 s 68 8 ~ * 15 717, of „ I 7 ' t,oi4ef , 4 e ~ ~ DRIVEWAY TURNOUT GRADES r
_i ~ ~ ~ , _ 5.448 e {}}-LEVEL SPREADER ~ ~ ~~O J~ . - ~ \ B ~ ' 9,4 of ` 1 8 ~
-•-LIMITS OF DISTURBANCE - -f ' ~ M ` ~ ~ ~ - I, FUTURE TOWN ,9 - . r- - _ ~ - ~ ~ - _ ~j , 15,710. of 36 ~ g 3 15,710. 14;¢10 rf ~ A 9, ~ f ~
~ ..r- 1 OF GARY UFT `30 PERIME - \ _tt , . r :b STATION ~ ~ ~'1 .t ' i I ; i - r - - - \ BU DING SSE ~ ' ~ ~ ; , ~ ~ j ' I ~ ~'95 ~ ~ _ _ _ ; 1Q ei ~ ~ ~ r
w - f - ~ - , ~ ~ g4 ~ I , , . . _ Il'E DATA -PHASE 1 . 5 ~ ~ 9 41 ~ ~ 2 e
' 4~9 of ` 8~ PA ' ~ A ~ 4 ~ N C 6~ B~
a - x'41 , i _.i ~ ~ i r7~..,(~ ~ .I ~ ~ ~ t'ra- N AF ~ ~ + ~_T f . '~r.. - ; ~ ~ ~ \ \ NO, LOTS ' 71 r - ,w ~ I- , . _ - , I ~ iIO ! -AVERAGE LOT SIZE S ~ ~ ~ _ _ - ~ I' , ' , /F' 11' i' \ ~ TRACT '1" . ~ rt,
" 13,031 $F NEU RIVER RIPAR - _ ~ ~J , ! ~ ~8 ~ IAN BUFFER. , ....I r 1 ~ , ~ ( - 1/4 ' 4 ~ \'~~'AKE COUNTY BOARD OF EDUCATION . pa R~ Pq ~ R 2;1 ~ 1 B f~' ` B.M. 1989, PG. 912
- AREA OF STREET 8.38 Ac. M URED o' N I ~ - " ~ 1.1-3 ~ . ' 4 EAC $ DE OF _ r ~ r r- ~ J J I t ~ ~ - P F r r CREEK FROM TO ! ; . _ f~ ~ , ~ 91 _ I ` ~ I' ~ ~ i l ~ , LINEAR FEET OF STREET 7,296 L.F. a ~K ` .j-. ; - , , _ - r-_ _ . - ~ ~"i _ ~ ~ ~
~ ~ . -~-7 i~ ' 2.6 Ac. , _ , Q TRACT SIZE 3 I ~ .r i ~ ' 2 , B" ABC CUT ~ ~ 2" SF9.5A SUPERPAVE ASPHALT ~ \ 23;29 e 3 FILL
, ~ , 6 ~ . _ _ , ' REQUIRED OPEN SPACE 3.26 Ac. _ . --2, ~ ; STORMWATER CONTROL AND MANA GEMENT RESIDENTIAL STREETS
~ r _ y~ ~ r ' , r ~ - _ ~ _ ~ - ~ - 1 A ' ~ ` f ' , IMPERI/IOUS CALCUL4TIONS ; ± ; ~ TYPICAL CROSS SECTION
Q y~ r . a _ ~i - , I Via. NTS I, ~ ` ~ - TOTAL ACREAGE IN CLUSTER X .3 = 121.06 X .3 = 36.32
L ~ --I J i ~ , ' f 1..1 J, ~ I I~ (~~I SITE DAT ~ ` ~ ~ _ I C -T .a '1 it r ~ 1 r _ .f _I~ ` ~ - 1, ;'~:r~ ~ a,, ; ,r^ I 36,32 Ac. X 43560 SF~Ac. = 1,582,012 SF
- TOTAL ACR - , _ . ~ ~ ~ - ~ r I . rv I "r
EAGE 1 i _ ' ~ ~ - ~ _I ~ ; ~ , ~ ~ ~ ~ _ - ~ r - r _ _ ~ , , i , w ~ , ` - LINEAR FEET OF STREET X 20 F - ~ ~ EET PVMT - 12,615 X 20 252,300 SF - ~ I ~I~ ` _
TOTAL NUMBER OF LOTS 262 / ~ ~b'~8- r ~ V ~ . 1. ~ ~ ~ ~ -69 ~ , 1 - Ast ~ - r' ~ r _r r r~~ 1,582,012 - 252,300 = 1,329,712 SF
-AREA IN OPEN SPACE 48.46 Ac. ! - r =17 ~1 a,.{, \ , , !-6' I ~:3 , ~ I , ~ r - - , pv ~ I~ - _ PERCENT IN OPEN SPACE 40,0 ~ I I- I _ ~ , _ r ~ ,~-7 r r . ~ , ~ RECREATIONAL AREA - 40,000 SF - 1,329,712 SF - 1,289,712 SF f~~ ~ ~ r - DIVIDED BY 262 LOTS -
_ , , ~ - _ i ..I ~ 20 ' ~ RECR A _ ~ E TIONAL AREA - , _ , , . ; / . r ; w. I 3.0 ACRES _ f 11 70 _ ~ , , - ~ , ( ) 1,289,712 262 - 4 920 SF A ~ , w. ~ ;
, - MIN. LOT SI ~ ~ ~ ' - ZE ALLOWED 6,000 Ac. "~F ~ ~ ;,-=1~" ~ ~ ~ l ' , r _I _ r~~ ~ I 19 - TOWN OF GARY ! _ - ..I~ IMPERVIOUS ALLOWED FOR EACH LOT -r ' ~ ~ ~ ~ + ~ I - 15% IS THE MAXIMUM IMPERVI T~ . _ ~ r OUS SURFACE AREA ALLOWED ON ANY LOT
T I_. , -MIN LOT SIZE SHOWN 6 000 SF o.a. 3765-, ; ~ ~ , ' ~ ~ ~ ~ 1 , ~ ~ ez ~ ~ ~ , - , ~ 1$ _ ~ , ~ - WITH OUT STORMWATER MANAGEM
SIZE ~ ~ - AVERAGE LOT ~ ~ - ~ - - 9 096 SF ~ 1 - - r_! , - , _r ~ - - - _ - , I ~ k ~ r `,~i ~ a _.-I _ I AR A ~ ) - E IN STREETS 14.89 Ac. ~ ~ ' . ' 721 r ENT. ~ ; ; ~ r~x, 30~ ALLOWED WITH DEVICES THAT S~~OW PR - E POST RUNOFF RATES EQUAL.
f' • Jc.~ i. j ~ - f ' ' ~ 1 ~ - ~ - ~ r~ 1 ! >J LINEAR FEET IN STREETS 12,972 LF ~ ~ - , ! ~ ~ ,q;-
?r 1 i t. _ 4 , "r ~ _ ,
_r~ . - , ~ , 5,~ _ - ~ _ ~ I~~, l _ , ! _ , 17 ry ~ r ~ r _ , ~ ~ ' ~ NOTE,
_ ; _ , _ _ 1 ~ ~ r J f~ i _ r , 1 .._I .a-" .i~ 1"~', , ALL PUBLIC STORM SEWER SHALL BE IN ~ I a, ACCORDANCE WITH TOWN OF CARY ~ S i
m i 7 i ~..w ~ ~ ~ 30' 'PE IMETER SECTION 8.02 TO BE INSTALLED IN DEGICATED STREET RIGHT OF WAY OR r'~, J , ~ ~I~ILDIN `~ELEACK DEDICATED EASEMENTS, MINIMUM WIDTHS OF STORM SEWER EASEMENTS
NOTES 2~ ~ . , ~ / , ~ r , - - • ~.~y ~ I ~ r _ r - _ r ~ ~ i ~ r ~ ~ SHALL B ~ 1 ~ r.l ~ E 20 FEET FOR PIPES UP TO AND INCLUDING 48 INCHES IN DIAMETER
i n f ~ ~ , , - PRESENT LAND US ~ ~ , , ~ L . I, ~ ~ E IS WOODED. ~ 43 ~ 1~$ ' r , AND 30 FEET FOR PIPES GREATER THAN 48 INCHES IN DIAMETER. „ 5~ _
- ALL STREETS WITHIN THE SUBDIVISION SHALL HAVE A MIN. 50' R W. ` V ~ ~ ! ~ ~ ~ - ~ ~ ~ - -ALL CUL-DE-SACS WILL HAVE A R.O.W. RADIUS OF 50 AND AN ~ ; ~ ~ : ! . . r-' ~ ~ ; , ~ , _ I ~ , ' ~ , , ~ ~ r~ , ._l ' _ l ~ ~ r_ V ~
- - 1,8 ~ ~.I , r.. E.O.P. RADIUS OF 35 , , ~ I ~ i ~ , ~ - ~ ! , . ~~r - i r.,Y r ~ - u . ~ i4 ~ ~ ~ .
LL H ~ ~ ~ , r . ~ ; ~ ~ ~ , ~ _l _I ALL STREET INTX. SHA ~ ' . • . - a AVE A 25 RADIUS ALONG THE R,O.W. r 44 - y: ,._J ) - ALL STREET INTX. SHALL HAVE A 30' RADIUS ALONG THE E.O.P. I ~ ~ ~ , i ~ _ i"..~ ~ ~ - - ~ - ~ ~ _l~ C ~ ~ N ~ ~ ~ ~ I TRACT `2`
, ~ I - I _ ~ r~ -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ! ~ 8~ ~ _ ~ ~ r; ; ' - ~ I - ~ ~ 8 " ~'1 ~ WAKE COUAILY BOARD OF ' EDUCATION 1 ~ I ~ f , ! B.M. 1'GB9r
DEPARTMENT OF TRANSPORTATION STANDARDS '1 . ~ - ~ 10 ~ ~ .f ~ - = _ 7 -WATER SYSTEM WILL CONSIST OF TOWN Of GARY. ! r` ~ ' ' . } - ;y _ I - 1 ! , 1. L..J , ~I- 912 r i i I_' i ~
-SEWER SYSTEM WILL CONSIST OF TOWN OF GARY. 1 ; ; _ ~,T _ _ , ; I ; . a ~ I _J... r J J
~e~ _ _ ~ ~ - ~ J. 1. _ s ,I; _ - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED ; _I 1" ~ A~ I- ~ r r~`I-J _J r r, , WITH DURING CONSTRUCTION , , - ~ 46 - r a ~ ~ , - r - j ~ ' si
m, -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ~ i - - ~ r ' f ~ ;_a ~-I' $ J - ~2 - ~ r' r ' ~6 ~ , - ;
DURING CONSTRUCTION ~ I ` . ~ r ~ ~ I~ ~ ! ~ 1 r ~ ~ ' ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED r ~ ; I i-' ~--I~ ~ -I " GRAi"llllr SCALE CUSTOM BASIN DRAINAGE AREA C 11~ Q FACTOR LENGTH L V ~ .1~~ ! I- FLUSH EEL SPREADER r. ~..1-~ "
! TO THE SUBDIVISION OFFI ~ - , r f". ~ $ ' , ~ , . ~ ' 4}~~ I ~ - ~ _ _ _ CE BEFORE FINAL PLAT APPROVAL ~ I a - i_J 200 0 100 2oD ~ ~ CB 2 3,1 AC. 0.45 1 1.40 CFS 13 #1 19', , _j ~ CB 3 6.9 AC. 0.50 1 3.45 CFS 13 ~'2 45
- TOPO TAKEN FR ; ~ ~ I ~ ~ _ ~ , _ r y-.~ - _ ,J pp 4M WAKE 4 NT T P RAPHY AP ~ Y ~ GU Y 4OG M SAND F"~ rr r. ~ ~ -'I'II ;I~... ~ I f 7 i r i ~-.I CB 5 0.4 AC. 0.45 1 0.18 CFS 13 ~3 5'
SHOULD Nor 6E USE EXTENSI Y , I I ~ ~ ~ ~ ~ ~ ...r .I J VEL FOR DESIGN oR QUANTITY TAKEOFFS, ~ ~ ~ ~ F~. ~ ,',I ~ ~ r ,,-~-.~f' ~ ~ , I ~ i -CONTOUR INTERVAL IS 5 ~i ~ ~ x CB 9.4 AC. 0.45 1 4,23 CFS 13 ~4 55' i . ~ I I ~i s_.
_ I ~ Gila _ ~ ~ , 1, q a - .J DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS ~ i~ • - " ~ ~ • r - - , ' - ~ ~ . ~ _ , ) 34 ; ,
r 1• • - a- DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ' ! - _ - - ~ _ - - S ~ ~ ~ j Y°•~- t ,x ~ - , I . ~ 1,~. 1 inch = 200 it. :r
UCTION DRAWWGS AND ON THE FINAL PLAT, AFTER SUCH AR A i ~ , ~ , . ; ' ~ ~ I . , ~ .1 E S CA ~ N BE DETERMINED AND HAVE BEEN FIELD VERIFIED / I , ~ ~ 49~ ~ ~ ~ - , s,-_ ~ -•-•-~-r----
i; -BOUNDARY INFORMATION TAKEN WAKE COUNTY TAX MAP, ACTUAL BOUNDARY ~ ~ , ~ SURVEY IN PROGRESS BY THIS OFFICE. ~ - f = ~ I~-~.~~~ ~ ~ i"~ r / , • V e
- ALL TEMPORARY AND PERM ~ ' _ ,t, ~ r -~.,.L._- i , ANENT EROSION CONTROL MEASURES SHALL BE , _ ~ ~ ~ v ~ ' ~ \ SHEET 2
12 r, ~ ORDANCE WITH WAKE COUNTRY SEDIMENT AND EROSION CONTROL ~ . 1 ~ ~ , j-,- ~ , ORDINANCE, ~ F'i ~ ~ ~ -I I ~ / : ~ 1 + ~ ~ EROSION CON ~ I ~ STEWART-PROCTOR PLL TROL PLAN FOR } C
/ - - - - ~ e f. _ AO . Q. ~ i i / 1 ~1r~-~ ru ni.~rr..~.~.. ~ T~ ~r /1 I /1l/ 1 T III~A ~I • . iw~
ALL M CROSS DRAINAGE PIPES SHALL BE DESIGNED TO HANDLE i ~ _ i tivUiNttK NU and SUHVtYING / hrt I?AKK Al WL S / LAKL
THE 25 YEAR STORM. - ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. 319 CHAPANOKE ROAD SUITE 106 THE HERI TAGS PHASE
- ALL STORM DRAINAGE PIPES SHALL HAVE AN ENERGY DI SSIPATOR 2 RALEIGH, NC 27603
AT THE OUTLET. - A FLOOD STUDY WILL LL BE PERFORMED TO ELIMINATE FLOOD HAZARD SOILS, TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION)
- NO LOTS WILL HAVE DIRECT ACCESS TO PARKWAY ROAD". DEVELOPER, DATE: 05-25-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA )EVELOPER;
- ALL OPEN SPACE TO BE DEDICATED TO A HOME OWNERS ASSOCIATION, WINSLOW F WINSLOW PROPERTIES SCALE: 1200' DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
0 SIDEWALK EASM \ 740 LOCH 740 LOCH HIGHLANDS DRIVE ` DWG. NO.
RALEIGH, P RALEIGH, NC 27606 - 362-4122 REVISIONS:
ZONED R-20 P.I.N. 0679.01-35-0035

_ J _
\ \l ~ i ~ ~ W
~ ~ \ " ~ ' r ,1 IH on~~• ~ ~ ~ ~ ~ \ ~ ~ \ \ ,
alilpn r ~~.al ~ _ ~ \ I ~ k Z Po i~QB I B.0 R, 1399 -s o , s \ ~ ~ ~ • ~4 I ` ~ ~ ~ HATCH AREA DENOTES 100 YEAR FEMA FLOOD V ~ ~ f I~ ~ ~ \ ~ y y W
~ I ~ ~ 1 ~ ~ ,
:rte ~ \ t st ~ l,~n. 't" AN ~ 't,• ~ e ~ ' o I A , ~':;;,,,~PMp gR E ~ ~ PI ~ I J t m~ ~ , N ~ ~ ' \ a 1 ' ~I ~ n ~ ~
\ ~ . _ 1
, WEST LAKE ROAD ~ ~ ~ N,~.,~. r-- ~ _ a \ ti• ~-~r~ I
~ 387 F ~ I _a 1..1 I. ~ I .a I, 1~ .I' .I i i , . ,,4
, s \ ~ ~ i o \ _ , ~ .A tih • 1 9~ 94~, 1 N/F •4•• f HaWd k Nancy 0 an
V 1 ~ ~ ~ ,w \ f Book BSSA Pogo 374 1 f ~ ~ PIN 086A.02-B5-i
SITE ~ , q~ ~ ~ ~ - .1.....- 71A ~ ~ ~ w. 4
~ ~ OII ~ ~ I ~ ~ U NEUSE RNER RIPARIAN j 1 L MEASUR 50' EACH SII RNER RIPARIAN BUFFER ~ ~ ~ ~ , \ f IR 50 EACH SIDE OF •w I
- ~ ~ f ! CREEK M TOP OF B M TOP OF BANK 'J _ ~
i ~ V ~ y~ r J ~ < ~f - •rs4
N~ ~ -j - ~ •V
VICINI fY MAP (no ecal) / I _ ~ ~ .J~ - ~.r ¦ .I l 1 ~ " /
~ 1 J r JJ - , , / J" .f ~ j ~ 1 ~
C S t ~ 1J 1... J _.f _
TH CLOSE INC. ~ f j f / 1. SURVEY BY KENNE ~ J-1 r ~ ~ ~ J ~ r.a 1 ,
" NTITLED L & H INCORPORATED TOWN OF ~ E " T ~ .f ..1• . .a .r 1 .r ,J l ._r J r ,
CARP MIDDLE CREEK TREATMENT PLANT SITE ~ ~ " I SMITH SUR 5 ~ Tu~N
2. SURVEY BY SMITH & VEYQR y r ~ "ENTITLED WEYERHAEUSER REAL ESTATE CO. 0 N ~ I~ LOCATED AND MAPPED „1 ~ ~ J I J
s •nad ~ ~ FEwiA FLOOD RELD DATED JULY 27, 1979 (UNRECORDED) pay ~ ~ - ~ ~ FDR FEMA DET L STUDIED FLOOD ELEYAlIONS ~
IH ~a)y47' 3909 PAGE 757. ~~R p y l ~ ~ 3, DEED BOOK ~o~ ~ ~ . j !f ~ ~ j . • i , ,
4, DEED BOOK 3492, PAGE 851. - °r f;!_ ~ ; ` x _ ~ - ~ ~ h. ~ _7~" S .
OOK 2930 PAGE 29L ~ v n' ~ 5. DEED e i , I .1 . OPEN S ACE , 1 r~.JJ J _I .1 - JJ
DS AND PLATS SHOWN IMTH ADJOINERS, ~ r NATURAL HAZARd AREA B. ALL DEE ~ _T~ J CONSERVATION 0 / ~
,MPS SUPPLIED BY WAKE COUNTY Q.LS. ,i.%%WC~ - ~ 48,46 ACRES 7 A .f I r 1 r r.l
R S J~ li x," ~ I ~ ~ ~ I r, _ I
tlyE ~ , T ' ~ , I Ih,~, ~ r I r 1~ R ~
_ ~ ~ I ` i ~ 3 J , / 1 , J~ f . .
,I k ~ 451 f •T ~ R~ ~ 21 ,8A41 r' ~d, ~
~ 1 ~ r f ~ ~ /r' \ ~ ` 18,240 ~t ~ D Don~howM I ~
k 4e - s'. .r _r 1 1 of Mo x 1988' PaA~ 22' A ~ ~ , f ~ - 1 I ~ IN 0869.02-A5-1 2 \ I, I
J~k. J ~ m T J A ~ r . 1 _r r ~ . _ _ ,
~ - J. ? , 24 ..1 .1 I
~ a ~ , ~ ~ ,
51 , 25 10,2 II ~ J J ~ r ~ R/w r ~
fl~ 2i m' ~ 3 k 27, 9.351 d , , r r 1` L 19 ~ ~ r ~ - -
~ ro ~ N07D ~ tti 52 12,8 ~ \ \ I 1 f ^1 r
I °j ~ LYif OIr LOCATION ALONI Ca>~L . I ~ \ ~a ?AU rcw,A, lao ~ , / ~ 17 , - III , ¦
~ I ~ ~ AA6A ltraq na ~ 13,9 If ` 2 i 1 ` .1 ~ - 8 ABC T 53 f I 1 .I -1 ~ 1 1/2 S D.5 SUPERPAVE ASPHAL
1 Dni` I 11 ~ k 1 Bop,~Mx ~N/F j k 4'~ ` NEUS vRNER RIPARIAN BUFFER 9 f ~ ,8 ~ / ~ r L SECDON A-A 9 f i ~ - 'j I I~,
, p~N O6jsBEl ~P~dry I ro ~ MEAS ED b0' EACH SIDE OF ~ I `
~ t, g'~ ° • ?i ~ \ CREEK FROM TOP OF BANKx 5 t ~ ~ - ~ ~ ~ ~ a, ~f 2 ~f - ~ r ~ I SYMMETRICAL CUL-DE-SAC
g ~ ` r ~ \ ~ ~ ~ J l WITH NO CURB AND GUTTER
~ , \ q~ \ w ~ x 5 J' ~ r~
I ~ ~ saa ~ a 1 It ~ t I • A ~ A T1VE LS 1 7 f .wyti~ _f INtB r w, A N~ti ~ 14 O ~ ' ' \ ( 1 r ~A0 ~f ~ " I~
a I .t ~ T ECREA ON , I i f z .5s., okrJa r " . 3.0 ACR ~ s 8 ' 1 ' 13 ~ i
~ t 1 I _ _ ,6 ~f --1 i l J r .r ~ ''b ~ .1~` .l~ ~ • ,8 ~f 4 J1 A,6 ~ ~ 1
, r I I 1110 ~f A ~ ~ \ ~ _fF J ~ VAR. S'
~ ~ kq Ia ~r S7 ~ ~ J J PAVEMENT HOUIJ)ER 1 1} ~ 3 \ T r Q , A,8 N J
CHANNEL DESKiN D-1 ~ f ~ ~ ~ N1DTH DTH 1 2 d , 3 ~ p,0~f HIGHWAY METHOD ••"r' rJ.1 1 4' xti
f ~ I _ J J S- ~G f S1 • A, ~f ' ~ 0.A. 3.1 ACRES f ~ X16
k ~r ~ ~ .1 ti s~' \ ` f _ so 9 10 025 ¦ 7.8 CFS r ~ ~ -2.08X +8%
r-~ Bt ~ 59 r ..r ry ~ 5B ~ USE MANNINGS EQ. ~ -&33X ry , A,e g . 3' -1870 ~ 39 ~ J 9 d A.0' CR
LEGEND h r , 7 fi!1 N ~1 1 f ~ SIDE SLOPE ¦ 3;1 ~ I I 1 1>~ ~ . ~t1 Jct . B.OX ;,1..1- . ' ;`1. 1 ,'`T `~X p CHArMiE+t SLOPE \ ~ ,J ~
A BIP AAP ENERGY DISSWATDR 8J DEPTH ¦ 0.37' V25 ¦ 5.18 FPS 1" . .
OI~TOY BASIN f. f - j r i, d USE ENKA MATTING LINER ~ r~ W SHOULDER SECTION 8 1 ¦ ~ T¦YDS 82. 0.37).08 ¦ 1.8 PSF
•1w- TENPDRAAY PATTING ~ r' 1 ' d e 30' PERIMETER T (ENKA MA 2.0 PSF BUILDING SETBACK LENGTH -100 ~ DRIVEWAY TURNOUT GRADES
III-p11fA l1AT \ C _r 8 ® BTDRII SEMER PIPE ( • A 600 K 8 1 3 ~
1$01 N la' TENPDRARY DIVERSION DITCH rsae " ' ss e 1 • 15 N f ' ;01 N 1 ~ 4 , ~
qua ca+stRUCnoN ENTRANCE / dl to • , 6,HE B 8 STORMWATER CONTROL AND MAN~4GEMENT
- YET ioacF ~ 1 71 M ~ 1 ° 3B IMPERVIOUS CALCUL4TIONS ifa,71 a ~ y4, 10 d• 3 p, f
{~-lF1RL SPREADER ~ FV~iK ~ ~ 10, n - TOTAL ACREAGE IN CLUSTER X :3 = 121.06 X .3 = 36.32 1
._._.-~UIMTS Cf WSTURBANCE ~ 'K ~Y 30 PERIME ~ STAII - 95 _ 5 - 43560 SF Ac. = 1,582,012 SF e e s 412 , 36.32 Ac. X / 11' 1' ~r
ro ~ U DING J J ' w ~ 1 ~ 1` -l _ _ 4 N/1:' - LINEAR FEET OF STREET X 20 FEET PVMT = 12,615 X 20 = 252,300 SF ~~r,.,Q~,
TA -PHASE 1 r .I ' ~ - ~ j r SITE DA 1 I . _r J _ o ` TRACT - 2 300 = 1 329 712 SF r ro~ ^ ti~` • D 1 - 1,562,012 25 , ,
- 1 _1 , - 0. LOTS 71 ~ _r - N ~~P 4 AKE COUNTY BOARD aF EDUCAn - RECREATIONAL AREA = 40,000 SF - 1,329,712 SF = 1,289,712 SF B• Aec ~ 1 f B.M. 1A8A, PG, 912
1 _r ~ - ~ LOT $IZE 13,031 S NEU RIVER RIPARUJJ BUFF .1- -AVERAGE J~ - OO SF 2' SFA.SA SUPERPAVE ASPHALT CUT - (DIVIDED BY 263 LOTS) 1,283,712/ 263 - 4,9 f7ll \ IMPERVIOUS ALLOWED FOR EACH LOT
8.38 Ac. M URED ~0 EACH SIDE OF ``1..,, a tr. _ r ' I - AREA OF STREET CREEK FROM TOP OF BANK .r 1 D ~ ~ - MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT RESIDENTIAL STREETS ~ 15% IS THE
T OF STRE T 7,296 L.F. - LINEAR FEE E a ~ I TYPICAL CROSS SECTION 1 J°291tf ~ WITH OUT STORMWATER MANAGcMENT. NTS
-REQUIRED TRACT SIZE 32.6 Ac. r 1 30~ ALLOWED WITH DEVICES TN,AT SHOW PRE-POST RUNOFF RATES EQUAL.
Ac, - I J t 1. _ ~ . - REQUIRED OPEN SPACE 3.26 = .t 7 r ~.I `r
a ~ 6 _ ..I r` , r ,
_r _ r r _I - r _ _:r. , ~ ._t . ~ I f ~ ~ _j r ! r - r ~ J~ f ~
SITE DATA TOTAL .r 1 . r r _ _ ' f ;y I ~ - I r ~ , j ~ , TEMPORARY MATTING SCHEDULE JUTE
- TOTAL ACREAGE 121,06 Ac. r ''i _ , _ _r ~r I ~ STORM SEWER -PIPE CHART ~ ~J ~ ~ DISSIPATOR
-TOTAL NUMBER OF LOT$ 262 .r -1 ~ PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT I>~ STA. 30+19 RIGHT SIDE PARKWAY RD, TO INV. IN PIPE A STA. 30+60 PARKWAY RD. .1 ~ SIZE AREA CFS FEET % IN OUT LENGTH WIDTH D50 LINING STA. 34+87 RIGHT SIDE PARKWAY R0, TO INT. ROAD B STA. 31+62
-AREA IN OPEN SPACE 48.46 Ac. ~ 1 , ,1, ~ ~ ~_4 IGHT SIDE PARKWAY RD. TO BEGIN PERM MATTING STA. 43+69 PARKWAY RD, I ' A FT FT THICKNESS STA. 42+73 LEFT SIDE PARKWAY RD. TO END CONST. STA. 33+50 ROAD B
_ 4a0x - r- ~ ~ 'r PERCENT IN OPEN SPACE 1 , _ - J ' ' LL ~ PIP A 4B'RCP 40.8 88.2 12 1:5 332.5 331.4 32.0 12.0 13' 24' CUSS i STA. 19+48 RIGHT SIDE ROAD 8 TO BEGIN PERM MATTING STA: 17+07 ROAD B -r- .1 W~F,E.S. STA, 17+88 LEFT SIDE ROAD B TO BEGIN PERM MATTING STA: 13+67 ROAD B
_ 3.0 ACRES ~ - RECREATIONAL AREA - 6 000 Ac. r r 1~ , 1$ t r ~ r PIPE B 18'RCP 1:77 4.1 80 1:0 339.3 338.7 9.0 4.5 8~ 24" CUSS B STA. 23+86 RIGHT SIDE ROAD 8 TO BEGIN PERM MATTING 5TA. 25+58 ROAD B
- MIN. LOT SIZE ALLOWED ~ ~ cARr r / i al. ayes-,e~ ~ J" r J f- PIPE C 1B'RCP 2.05 5.0 BO 0:67 335,8 335.4 A.0 4.5 8" 24' CUSS B 8 24' CUSS B STA. 25+J5 LEFT SIDE ROAD B TO INT. PARKWAY RD. 5TA. 30+09 f, PIPED 24'RCP 4.09 A.32 80 0.87 321.2 320.8 120 8.0 STA: 31+88 LEFT SIDE ROAD B TO INT. ROAD D STA. 32+63
- MIN LOT SIZE SHOWN 6,000 SF r ~ d, _ _ 9 096 SF r ~ [ r AVERAGE LOT SIZE r r r 1 '"I J 1 ~ ~ W/F.E:S, STA, 11+54 LEFT SIDE ROAD C TO END OF CUL-DE-SAC STA. 10+00 ROAD D r • ~ f~, ~ PIPE E 1B'RCP 3.5 B.2 80 0.87 325.2 324,8 9.0 4.5 B' 24' CUSS B
14,89 Ac. ~ - AREA IN STREETS j 1- J 1 _ 80'CSP .0 01.2 80 3.41 305.8 3029 40.0 15.0 13' 24' CUSS 1 STA. 16+36 RIGHT SIDE ROAD C TO INT. ROAD G 5TA. 23+49 (2)WPE~W~ 140 2 STA. 12+48 LEFT SIDE ROAD C TO BEGIN PERM MATTING STA. 16+89 ROAD C ~ TO END CONST: STA. 33+50 ROAD B a,~ STA. 11+54 RIGHT SIDE ROAD C
- TIN STREET 12,972 LF T j ~ LINEAR FEE S r - I% , , -I STA. 23+49 LEFT SIDE ROAD D TO END CONST, STA. 33+50 ROAD B
- r 1 ~ _I_I . J ~
1 f ~ rt y J _ 1 .>-r _I t r - I- - . j 30' IMETER _ I ILDIN '`S€~I$ACK PERMANENT DITCH PROTEC110N SCHEDULE ENKA MAT
~ - CUSTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR STA: 43+69 RIGHT 51DE PARKWAY RD. TO INV. IN PIPE F STA, 50+80 PARKWAY RD. ~ BASIN AREA Ac. Ac. REQUIRED PROVIDED W x L x D LENGTH
I I r _T'~ ' J" J -1 a ~ ~ J _1 1 STA. 17+07 RIGHT SIDE ROAD B TO INV. IN PIPE A STA. 30+80 PARKWAY RD. °1 , ~ CB ~ 4,B 1,2 8894 CF 0020 CF 41 x55 x5 12 STA, 25+58 RIGHT SIDE ROAD B TO INV, IN PIPE F 5TA, 60+80 PAR
NOTES: , ~ .1 ,.f ' i 1• C8 2 3.1 1,7 5627 CF 5824 CF 28 x58 x5 10 STA• 16+69 LEFT SIDE ROAD C TO INT. ROAD G STA.23+49 ROAD 0
-PRESENT LAND USE IS WOODED, J f ~ , - '._j " - 1" r .r' ALL HAVE A MIN. 50 R W. ' f J f ~ I J I C9 6.9 1,7 12524 CF 12784 Cf 34'x94'x5 16 -1. CB 5.0 2.5 9075 CF 10200 CF 30'x85'x5' 12;
- ALL STREETS WITHIN THE SUBDIVISION SH / f ~ , , r ~ ~ RADIUS OF 50 AND AN ~ ~ -ALL CUL-DE-SACS WILL HAVE A R.O.W. ~ 1~i f ~ ~ f ~ _1` I \ N/F 0,3 726 CF 600 CF 10'x20 x5 10 ?yQ ~ t3 -r , TRACT '2' CB 5 0.4 ,
. RADIUS OF 35. ~ 1,~ J E.O.P IUS ALONG THE R,O.W. ~ 1 J WEE CDC BO CB fy8 9.4 2.4 17061 CF 17280 CF 45 x96 x5 22 r aa.Nr ARD DF EDUCAnoN
- ALL STREET INTX. SHALL HAVE A 25 RAD r ~ - J f. ~ r ~ - TREET INTX. SHALL HAVE A 30 RADIUS ALONG THE E.O.P. ' J r ALL S TO RTH CAROLINA ~ ~ _ \ ~°~''~12 AFTER EACH RAINFALL OCCURANCE ~R~ INSPECT BASINS pSANO
-ALL STREETS WILL BE PUBLIC AND CONSTRUCTED NO _ _l . ~ ,-f N ! .f ~ BASINS ARE TO BE CLEANED AS NEEDED ~ , ~ ~ ~ DEPTH INCLUDES 1 FREEBOARD
DEPARTMENT OF TRANSPORTATION STANDARDS ~ r ~ ~ r F CARP, r ~ ~ ' I~ r ~.a - WATER SYSTEM WILL CONSIST OF TOWN 0 ~ { ; _r I. ~ ' ~ J - ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSIOPi CONTROL DENCE cif ~ to
-SEWER SYSTEM WILL CONSIST OF TOWN OF CARP. ~(1A , , I~ l _ I ..l DRAINAGE AREA C I 0 FACTOR LENGTH LEVEL SPREADER r CUSTOM BASIN FLUSH _ GRAPHIC SCALE
MPLIED ~ a, ~ .f 4 1 ~ T J ! ; , ~ . - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE CO p (~88lO y ~ , J - 1 1' ,j~ ry , r , . 1', J _f N J b i .i..;,~ 1 1 ! 1 `r ~ _ ~ 3,1 AC. 0,45 1 1.40 CFS 13 1 19' 1 s l00 ~ ~ ~ CB 2 C. 0.50 1 3.45 CFS 13 2 45'
WITH DURING CONSTRUCTIO Q¢ 1 ONS WILL BE COMPLIED WITH Q ~ I , 1 _1 T' ` , ~ ~ r , ~ ~ - - ALL FEDERAL FLOOD HAZARD REGULAh _ ~ I' _ 1 J ~ 20o D CB 6:9 A CB 5 0,4 AC. 0.45 1 0,18 CFS 13 3 5'
DURING CONSTRUCTION 8~' - r - _ F'f~'. ..f VALS SHALL 8E SUBMITTED ~A ..J• - ~ CB 9,4 AC. 0.45 1 4,23 CFS 13 4 55' J _ ~ .
-ALL STATE AND LOCAL GOVERNMENT I I l ~ s ~ PLAT APPR VA ( J J ,f ~ J J I . " ~~:1' ~ ~ ~ J . I . , „J TO THE SU601VISlQN OFFICE 6EFORE FINAL Q ~ _I ~ I ,
WA NTY TOPOGRAPHY MAPS ANO ~ ~ -J ~ ~ s , (J ..1 .1 i - TOPO TAKEN FROM KE COU iC N I P• 1 1 I . .1 ~ ~ I ~ .r - ; - .f ,.1 w ~ IN FEET )
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. ti 1 _r_ _r F.f j - ~ ~ ~ - ,1 . . I _ .J ~ .I - -f 1 ~ 1 inch ¦ 200 it
-CONTOUR INTERVAL IS 5 j I _ ~ _ Jar - 1 OVIDED FOR ALL AREAS ~ I . ~ . I".~t - - - DRAINAGE EASEMENTS SHALL 6E PR /
S OR 4 AN SHALL BE SHOWN ON THE -1 ~ - DRAINING 4 ACRE LOTS D w C ~ w.:7 • SHEET 2
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER ~ _ ~ ,-d ~ -r_, ~ _I ,i k EROSION CONTROL PLAN FOR W
I AND HAVE BEEN FIELD VERIFIED ~ --r f .1 .l - ~ SUCH AREAS CAN BE DETERM NED 9 ~ f ~ , J -BOUNDARY INFORMATION TAKEN WAKE COUNTY TAX MAP, ACTUAL BOUNDARY f~: ~ ~ ~ a ! 1 ~ a STEWART-PROCTOR PLLC ~ _ . rug peak d T WFSTI Q _
n. ~nura ui nnnnnrrc av tulQ AC[IP[ i ~ ~ ~ i r f f f ~i !T ~ ~I r/ .J \ ~ ~ A •1~/
JUKVCT w4 rmuuRWa of InW wrrmor- re: I ENGINLLNINU ana Z)UKVtTlNL • • • ' -1 .
- ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE t / 0~0 IN ACCORDANCE WITH WAKE COUNTRY SEDIMENT AND EROSION CONTROL w 1 r 319 CHAPANOKE ROAD SUITE 106 THE HERI TA GE PHASE 2
r r' c 0. 4 ORDINANCE, HANDLE RALEIGH, NC 27603 CLUSTER SUBDIVISION A CL )
- ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED TO H / 1 f t0 I THE 25 YEAR STORM. / FAX 919 77'1-1661 TEL. [phone]
J- - ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. a _l J . i f DATE: 05-25-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
ALL STORM DRAINAGE PIPES SHALL HAVE AN ENERGY DISSIPATOR 5 - AT THE OUTLET. f - DEVELOPER', DEVELOPER;
- A FLOOD STUDY WILL BE PERFORMED TO ELIMINATE FLOOD HAZARD SOILS, WINSLOV WINSLOW PROPER WAKE COUNTY OWNER: WINSLOW PROPERTIES TIES SCALE: 1 =200 DRAWN BY DWG. N0.
LOTS WILL HAVE DIRECT ACCESS TO "PARKWAY ROAD*. J , NO - ALL OPEN SPACE TO BE DEDICATED TO A HOME OWNERS ASSOCIATION. 740 LO( 740 LOCH HIGHLANDS DRIVE
10 SIDEWALK EASM RALEIGI ZONED R-20 P.I.N. 0679.01-35-0035 RALEIGH, NC 27606 - 362-4122 REVISIONS: