20041842 Ver 1_Complete File_20041115

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7

June 9, 2005
R. Kirk Leone
5832 Carriage Farm Road
Raleigh, NC 27603
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
DWQ Project # 04-1842
Wake County
Subject Property: Banks Pointe
UT to Mills Branch [03-04-03, 27-43-15-7, C NSW (nutrient sensitive)]
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. Leone:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.17 acres of wetlands, 142 feet of streams and 12,871 square feet (ft) of
protected riparian buffers for the purpose of a road crossing for residential development at the subject
property, as described within your application dated November 12, 2004 and received by the N.C.
Division of Water Quality (DWQ) on November 12, 2005 and all additional information submitted and
received by the DWQ on February 7, 2005, March 31, 2005 and April 15, 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 (USAGE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .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
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
Non` Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
R. Kirk Leone
Page 2 of 4
6/9/05
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 142 feet Sheets 2 and 3 of 3
404 Wetlands 0.17 acres Sheets 2 and 3 of 3
Buffers 12,871 (square ft.) Sheets 2 and 3 of 3
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.
3. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow
at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If
this is not possible, it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
4. 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.
5. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically
issued to the project. This General Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated by conditions in the permit. If your project is
R. Kirk Leone
Page 3 of 4
6/9/05
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 maybe found at http //la2o.enr.state.nc.usIsu/Foriiis Docrunents.hon.
6. 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.
7. 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.
8. 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.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application and as authorized by this Certification, shall
expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland
or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding
unless you ask for a hearing.

R. Kirk Leone
Page 4 of 4
6/9/05
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's
decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If
you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733-1786.
Sincerely,
Alan W. Klimek, P.E.
AW KJdae
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Brandon McLamb-Stewart-Proctor Engineering, 319 Chapanoke Road, Suite 106, Raleigh, NC
27603
Filename: 041842BanksPointe(Wake)40 I +buffer
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Banks Pointe c/o R. Kirk Leone
Project Number 04 1842
Recvd From APP
Region Raleigh
Received Date 11/15/04 Recvd By Region
Project Type proposed residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet i
Type Type Impact Score Index Prim. Supp. Basin Req. Req. =! yF? ++'?- i
Nw14 Stream O Y O N 27-43-15-9 NSW 30,403. F__ 148.00 148.00
FN- BR Buffers O Y O N ??-??- 30,403. 0.22 F_ F_ F
F_ F__OY ON F__F_F__F__F_F_F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
3/14/05 Recommend putting ON HOLD and request more info. While somewhat confusing, it
appears that this PCN includes Phases I and II of Banks Pointe. 1 st Phase already appears late ted
based on Wake County GIS.
Second stream on site shown on soil survey which is not shown on the plans. Did we do a stream
call? Also a tributary coming in near the crossing; may be an issue. Also- no impervious surface
figures provided.
E. Kulz
Ken Shuster
County Wake
County2
cc: Regional Office
Central Office Page Number 1
Facility Name Banks Pointe c/o R. Kirk Leone County Wake
Project Number 04 1842 Regional Contact: E. Kulz
Date:
Comments (continued from page 1):
Other errors in PGN (e.g. not a courtesy copy: Neuse River watershed. wetland listed as 4,000 feet
from nearest stream).
I would like to go out and look at this EWK
3/24/05 According to Brandon M .I amb with Stuart & Proctor- the USES map provided in the PCN
was incorrect= To send revised man, E. Kulz to visit site 4/1/05. EWK
4/1/05 1 visited the site and got the corrected topographic/site vicinity map. No impacts in first phase.
Only feature of concern is the stream being crossed. Based on shape and configuration of site. there
is not a lot of flexibility over the roars crossing location* the impacts appear unavoidable. I have no
other issues or concerns over this one, EWK
cc: Regional Office
Central Office Page Number 2
Triage Check Dist
Date:
Proje&t Name: BahK1 Pot'n ?. ?? ?. K-re l eo?t
DWQ#: 02, ILL
County: -W4,11'
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: err-l ?h. Telephone : (919) 7if- 7u-71
The file attached is being forwarded to our for your evaluation.
Please call if you need as'stance.
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 Mort lvon? (.?„(•hy ?tvtlir,ntnt ;,,%i a(r .
Comments:
Transmittal
STEWART-.PROCTOR .PZZC
ENGINEERING & SrIRVEyNg
319 CHA.PA.NOKE-ROA.D U[R@L0w@p
SUITE 106 RALEIGH MC 27603 APR 1 5 2005
PHONE: [phone] ITY
FA' [phone] t%t7Ur' DSAtlO STTpYATER BRA1dCH
Date: C, = os
Aa,:naon: (fyrlj?i , Or-?eaL-
From: as-???a? Nt??,g
No, of pagcs:
(Including this covcr)
Commcngs):
(NC Lv u c c? PG?I
PO TZ
d'
Sr(3llr??sr??/ Dqk#- 09-1841
l?fc}-n! Ict
RcplY rcqucstcd:1 Ycs - No
STEWART-PR 0 CTO R
ENGINEERING & SURVEYING
° 2r [? D
D
Ahr j 5 2005
DENR - WATER DUALITY
is TLf tMAr;M STOiJ?YATER BRANCH
PCNAPPLICATION FORM
FOR
BANKS POINTE SUBDIVISION
D WQ PROJECT # 04-1842
Brandon McLamb
Stewart-Proctor Engineering
Phone: [phone]
Fax: [phone]
Email: [e-mail]

319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
Michael F. Fisley, Governor
William G. Ras Jr., Secretary
_ ?? • North Carolina Department of Environment and Natural Resources
-
Alan W. Klimek, P.E. Director
U''-1
Division of Water Quality
April 5, 2005
DWQ Project # 04-1842
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
R. Kirk Leone
5832 Carnage Farm Road
Raleigh, NC 27603
Subject Property: Banks Pointe
UT to Panther Branch [03-04-03, 27-43-15-9, C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. Leone:
On March 31, 2005, the Division of Water Quality (DWQ) received your revised application and
additional information requested dated March 22, 2005 to impart 0.17 acres of wetlands, 142 feet of
stream and 12,871 square feet (ft) of protected riparian buffers to construct the proposed Banks Pointe
Subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetland, streams and/or buffers 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 2B .0233(8) 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: _ ?? wcCEr-? 1
SD I L S? 1;V
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on
the site plan. The stream impacts shown on the map appear to be greater than the impacts
listed on the PCN. Please provide revised drawings and PCN to correctly show the stream
im acts at this crossing.. In addition, the issue of a potentially subject stream shown in the
northeast corner of the pro'ec ea has not been resolved. Please submit information
showing at this stream and the associated buffers will not be impacted.
Please indicate all buffer impacts on the site plan. Buffer impacts should be shown by Zone 1
/and Zone 2 impacts.
tC Please indicate the location of the protected buffers as overlays on the site plan. Buffers
should be shown on the maps delineated by zones (Zone 1 and Zone 2).
401 Oversight/Express Permitting Unit
1650 Mal Service Center, Ralegh, 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
o Carolina
Ny`
Ntura!!y
An Equal Opportunity/Affimnative Action Employer- 50% Recycled/10% Post Consumer Paper
Attention: Cyndi Karoly/Debbie Edwards
Re: Banks Pointe DWQ PROJECT # 04-1842, WAKE COUNTY.
Additional Information Requested:
1. Plan Details
a. All stream impacts including all fill slopes, dissipaters, and bank
stabilization are located on the site plan. The stream impacts shown on the
map are the same as the impacts listed on the PCN, 142'. Attached is the
page from the Wake County Soils Survey that shows the crossing with the
boundary drawn on the map. Also included is a letter from Mike Horan
along with a soil survey determining that the subject stream to the
northeast is not subject to Neuse buffer regulations. This should clear up
any confusion regarding the northeast comer of the project.
b. All buffer impacts are located on the site plan and are shown by Zone 1
and Zone 2 impacts.
c. The location of the protected buffers are hatched and labeled on the site
plan. They are labeled as Zone 1 and Zone 2.
2. I believe there was some confusion as to what areas were being impacted. The
wetland impact area has been adjusted to follow the PCN Application. The area
is the same, but the hatching was wrong on previous submissions. A note was
also added on the site plan in regards to this. I hope this clears up any confusion.
3. As mentioned, the previously submitted plans showed a hatched stream impact
area that was not correct. This has been corrected and the stream impact is 142',
which requires no mitigation.
MEW...
r rAKIE
COUNTY
NORTfi CARO1.tNJ,
COUNTY OF WAKE
RALEIGH, NORTH CAROLINA
Wake County Planning
Subdivision Administration
Telephone [phone]
Subdivision Construction Plan Report
To: Stewart-Proctor Fax [phone]
Subject: Banks Pointe 2 (S-20-04)
X Approved with the following conditions or modifications on November 1S,
2004x, By Andrew Meadwell - The following issues must al/ be resolved
prior to record plat approval:
o Make sure that NCDOT has reviewed plans as soon as possible to
prevent any delays or redesigns that they may require.
o Make sure NC DEHNR is in the process of approving'water system.
A Sediment and erosion control approval Is required and impervious
surface requirements will be met per Erosion, Flood and Stormwater
reviewer's standards.
Note: An approved construction plan remains valid for a period of twenty-four
months during which the subdivider may begin to install the roads, utilities and
other improvements in accordance with the approved construction plan and
requirements of other State and local taws. If this is part of a phased
dovelopment, the first phase must be approved within two years of preliminary
plat.approval. A twelve-month extension of the preliminary plat's approval maybe
granted if requested in writing prior to the end of the two-year approval period,
Plan will expire July 12, 2006.
Review of construction plan does not mean that subdivision name or street names
have been reviewed for approval. Please submit applications for these reviews to
the appropriate groups.
Subdivision names- 856-6221
Street names- 856-6210
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(loins sheet 99) - - -
Michael F. Easky. Governor
OF `NArFq William G. Ross Jr.. Secretary
Q North Carolina Department of Environment and Natural Resources
? ?r G
rjj r Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
? Division of Water Quality
December 13, 2004
NBRRO#04-0308
County: Wale
Mike Stewart
Stewart-Proctor, PLLC
319 Chapanoke Road , Suite 106
Raleigh, NC 27603

Attn: Mr. Stewart
}
BASIN:' Ih.:l . t. i t- ..'p,?.
Neuse River X Tar-Pamlico
(15A NCAC 213 .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Detennination X
Incident # Appeal Call
Project Name: Banks Point
Location/Directions: Intersection of Cotton Rond (SR 2796) and SR 2723 (Fanny Brown Road)
Subject Stream: UT to Mills Branch
Date of Determination: 11/05/04

Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
NS 1 Not Subject X ;;
NS 2 Not Subject X

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
,u'NA
14CDEP;R
:I
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748

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Pre-Construction Notification (PCB 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
htip://www.saw.usace.anny.miVwetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miYwet]ands/remour.ht7n, 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
htm://h2o.enr.state.nc.us/newetlands 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 NC WRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Pap 1 of 12
r ?
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. 12893 (March 9, 2000), available at
http://www.saw.usace.anny.mil/wetiands/nwpfinalFedReg.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 httn://h2o.chnr.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.
Pabc 2 of 12
? t
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Allegheny C tta.vba Henderson Mecklenburg Transyhania
151 Patton Avenue Ashe C,'herokce Ircdell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Liru:oln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabamrs Graham Madison Stanley
Raleigh Regulatory Field Office Alamancc Franklin Nash Surry
US Arrhy 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 l lalifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rocking am Wilson
Fax: [phone] Edgccombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bcrtic 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 l lyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Orulow
US Army Corps Of Engineers Bladen l lamett Peader
Post Office Box 1890 Brunswick 1 lokc Richmond
Wilmington, NC 28402-1890 Carteret Montl;omery 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 276994650
Telephone: [phone]
Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of WdL-r Quality
Wetlands Reston tion Program
1619 Mail Service Center
Raleigh, NC 276094619
Telephone: [phone]
Fax: [phone]
4 and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Ficld Office
160 Zillicoa Street
Asheville, NC 23801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
arise Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
1 ?
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chow-an Hertford Pasquoeank
1638 Mail Service Center Bettie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dark Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 IdleMld Road Ashc Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Bwrcon be Henderson Polk
20830 Great Smoky MtrL Expressway Chcrokcc 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
Vd@TADWN0
APR 1 5 2005
BEIR ?WfR Q „,.I Y
Office Use Only: 1` alIJIMSAIMST02lna EREriwxH 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:
Y] Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit 19 Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NAB" tuA 01 nG .0 1J
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
2.
1. Owner/Applicant Information
Name: R- V_Na-1? L90rJG
Mailing Address: 5032 C4,ZV_% & C-0,xw% tzo ,
tZ.at?1G14 NC 2'1(`03
Telephone Nuinber:?cl -7-)q- 1165 5 Fax Number:S gilt) tea- I , e I
E-mail Address:
Agent/Consultant Information (A signed and dated copy of the Agent Authorization
must be attached if the Agent has signatory authority for the owner/ap licant.)
Name: MIQ<-TM tz (Rz.??+v &- T
Company Affiliation: e,4 &%- tss(z viU
Mailing Address: 3 1a euk?AN OI6 Ir-0 s v « t o(,
?Al.?cl(?rt j.1 C_ 27t,03
Telephone Number:?q 10s) -712 - 18 S S Fax Number: Ca t?) -r a - l b
E-mail Address: Q Cge%_t-so-r" • ?.4ET-
letter
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 prof ect: 64,ky-S Pa ``TE
2. T.I.P. Project Number or State Project Number (NCDOT Only): NjA
3. Property Identification Number (Tax PIN): oc, g0, c> -L - 16 G - -7-7-1
4. Location
County: W 0TtcE Nearest Town: i-y a? ?i - v ?c??•?
Subdivision name (include phase/lot number): Ba,+«S e o ,njT c-
Directions to site (include road numbers, landmarks, etc.): ,3-y:T.- r-E-2 Lna S
"W-i 4 ri % -h- <fL 'L-7z-3
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): S I A-I t- -
7. Nearest body of water (stream/river/sound/ocean/lake): "L-I-S G ?_,A ^i C kA
8. River Basin: N vSe
(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: woo?7N7
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
I AUA U t P o po s 'l) r, OF F<//)FJ7-tA , yyPr t)l
FQQIPMA'tJT TO /nJ u(jt:' QULL nn7E? Dn/11 l /, PA S)
IAO-5 i 2ALK unit
11. Explain the purpose of the proposed work: TO F/L L a A S /A J A e f5A Of=
P npncfn P-oAin
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.
J fair
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.
No j?F A,JT161PAT'F1)
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 Vlll 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: t:;6sr ??NriaL. R-oaro,4"
('?tZ V ??n1 f 2 ??„ /aL.J/?aV f2E9 EMeL J, (P65
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 Wctlandsss
1 ?II.,L R17 O A &r/f- n FOR-?S?G? wtTU9N?

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, graatng, tiu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
ss 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.fema.gov.
sss 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:
Total area of wetland impact proposed:
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?
leasespecify)
L AYE /Ft Lt- k42 lr -To m%vo c ¢.uE S Yr zS_J"i 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, 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 arc available through the USGS at 1-800-358-9616, or online at
wKw.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., %?I w topozone.com.
www.mapguest.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 NumbCr

indicate on ma
Type Of >?M*
Y1? Area of
?=

acres
Name of Waterbody
(if applicable) Type of Waterb y

OA
c, pond, estuary, bound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredgiag,
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 T2AUELT96 R 41Z t e2n-SEe-T AOn e'p<c.,Jb
P2DSEc.T t,?AS R >>I ? Tp flJ?IFtT Td OTHE,P t??ADI?JIS/0?,
Tn N1?,otr1?7r IMPAer c oat, ?r vat 56'T A-f A 9D°
AL) 6kE.
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/stnngide.htmi.
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/wm/indcx.htm. If use of
the NCWRP is proposed, please cheek 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
DEG 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 (NEPAISEPA)?
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
ff 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 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify N Eus )?
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 Impact
(square feet
Multiplier Requirrd
Miti on
l 8370 F 3
2 X50 J SF l.s
Total 7
• Zone I extends out 30 fax papcndiarlar from near bank of channel; Zone 2 extends an
additional 20 fed 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 stotmwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
EXI S110 c PROPF T / 1 s 1-10e) or?1 POOP nSE LOTS '1 t
ITF_ Cn FeEA A/ L?AI< Lo STnefluATM PF/ULA940USXII. 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.
- ------- S FP T i c_..
XIII. Violations (required by DWQ)
Is this site in violation of D©Q Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes [:1 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).
09- o? oS
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
IT
,or
x
cr.
?ij

I
r. V O (CM) I 1 OUISH) l FACTOR LUENU
0.70 0.21 1 IJ Y
0.70 017 1 13 41
0.70 0A3 1 13 ¦'
J= 0.27 1 13 4'
I
13 c r I
YIN. FWISFIED FLOOR A' srw 12.e1?to c-4
ELEV - 287.0
8 _ ?oono•
5
loo'
j

LEVEL
SPREADER
PLAN MEW FOR Ll 4 E1 1 00 YEAR
ELEV - 288.18
14+00 13400
PROFILE VIEW FOR L-4
s
.
rv r
I??I
r![ M - "1 wa¦ w¦
wa Au an lar ¦ w
+a r k u .+ ww w u a
+a. ¦r 4.a s? >« « u a
W5 rM ¦-¦[wwmmOr wO OV
1s
MW. FINISHED FLOOR
ELEY . 288.18
N400
DEVELOPER
R. KIRK LEONE
2903RAIDCHCAMPOQ.G
N I ROAD27606
,

s
a
1
2
f0N CONMoL N07ES.
VORK AND MATERIALS SHALL CONFORM To
E-COUNTY STANDARDS AW)
NOTES:
PRESENT LAND USE IS WO(
-STREETS WILL HAVE A 50'
ALL RADII AT STREET INTEF
ALL STREETS WILL BE PUBL
DEPARTMENT OF TRANSPOR'
WATER SYS;TEM WILL CONSI?
SEWER SYSTEM WILL CONSIS
All WAVC*

DWQ Project No. ice' - I F>-4 Z
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 64rV v_-? Fb r-J TE
Contact Person: 6qA-VOIQ YAtL4mp, Phone Number. (IN Level Spreader ID:. #.+
Level Spreader Length 11 ft
Drainage Area 0-12 ac.
Impervious Area D. ?f z ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 17.72 cfs
Max. Discharge to Level Spreader D 7 Z cfs
Filter Strip/Buffer Vegetation 6PA5 S
Pre-treatment or Bypass Method H o? S
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 SMPs 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
fL,r1 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.
f3%_M Pre-Form Scour Holes are on flat slopes only
R%-VN 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 ff 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. 0-1 - l q -4 Z
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : SAHV4 wI-Tc-
Contact Person: Kr_A JV1Co^1 f" rzk F: Phone Number. (qti ) ?7 R - l QSS
Level Spreader ID:. f f ic,
DWQ Project No. 04 -1 SA 7-
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name : 84H y-S ro?-i T+u
Contact Person: 6V or? r"1= l,-,??h f3 Phone Number, (13 IT 1 7713- t 81,5'
Level Spreader ID:. #S
Level Spreader Length 13 ft
Drainage Area 0-53 ac.
Impervious Area 0. ,5 3 ac.
Maximum Filter Strip/Buffer Slope 3
grass
Max. Discharge from a 10 Year Storm fl- 4?- cfs
Max. Discharge to Level Spreader D. a Z cfs
Filter StripBuffer Vegetation fz 4.5 F
(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 Koh
IL 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
B Lr+ 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.
f5Lm Pre-Form Scour Holes are on flat slopes only
m uh 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 - 184 Z
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : &1141v k-S Fo r -) Te
Contact Person: 152RN oc-i M Rt4,-rr3 Phone Number. (Olm ) 77R - /9ss
Level Spreader ID:. Tr?
Level Spreader Length l Z ft.
Drainage Area O•'? q as
Impervious Area n . Aq ac.
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm ?. 85 cfs
Max. Discharge to Level Spreader n . AS cfs
Filter Strip/Buffer Vegetation f--R4Ss_
Pre-treatment or Bypass Method /' tc,.r e,
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. Ifa
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 detail, 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
Aaallcants Initials
f3 L,% 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.
(3 LM Pre-Form Scour Holes are on flat slopes only
(3r.-i 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.
SENDING CONFIRMATION
DATE NOV-15-2004 MON 10:12
NA1E DWQ-WETLANDS
TEL [phone]
PHO14E 97791661
PAGES : 1/1
START TIME : NOV-15 10:11
ELAPSED TIME : 00'41"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSM=ED...
aL.?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
LVael F. Gs,cy, oose'nor R'llan G. Ross. P., 6ovewy
A nn W. K imerF? C.E.. Clmotor
November 12, 2004
CERI11HED AlAII.
John Tcel
Stewart-Proctor EOgutuering
319 Chapanoke Rood
Ralelgh,NCZ 603
Dear Mr. Tod:
On l l/111}1, the Division of Wa:ec Quality mrrved your applieauon on behalf of R. Kirk lcone
for 3401 Certification in Wake Coanry, North Carolina. Please note that bcginn;n? 7anu:uy 1,
1999. the N.C. General Assembly passed Icgislxion requiring payment of a foe foc all 401
applications. Your application is home returned since no payment was ceixival with the,
packafe. The 'cc for applications is $2W for pru)ats im;u_ting less than an acne of wUland and
less than 150 Luca- feet of streams. For projects impacting one m mile aces of wetland in 150
or more feel of streams, the fee is $475. In order for DWQ to hegin review and plncess your
request, you mart send a check in the appropriate amount made payable to the N.C. Division of
Watcr Q Iity, attached to your application.
If you have any questions regarding this Ic to pease do Lot hesitate to call nu at (919).733-
1766
Sincerely.
?'v,4
Cyndi luroly V
Yncloard: 401 Appllutlon packet rrrrived 11/11'04
CC: Central Filra
l -,.yen; i:M' Onc
'r?a'bl ieNa :rre. c+MKl `b? ?vc:v Z%'9.
LSI ? tM.ltr.•.•? J,.'•.D. Mr.?,.. ib? GT E i[Ji N o rtliC'am I i na
Ibx rtT•])`:rli?,:119131AA"+1?''tra:'.•'?'^- c - - ??'?jltrru!!?
?QF W ATFj?Q Michael F. Easley, Governor
\Q t'i William G. Ross Jr., Secretary
fq Y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 5, 2005
DWQ Project # 04-1842
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
R. Kirk Leone
5832 Carriage Farm Road
Raleigh, NC 27603
Subject Property: Banks Pointe
UT to Panther Branch [03-04-03, 27-43-15-9, C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. Leone:
On March 31, 2005, the Division of Water Quality (DWQ) received your revised application and
additional information requested dated March 22, 2005 to impact 0.17 acres of wetlands, 142 feet of
stream and 12,871 square feet (ft) of protected riparian buffers to construct the proposed Banks Pointe
Subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetland, streams and/or buffers 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 2B .0233(8) 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. The stream impacts shown on the map appear to be greater than the impacts
listed on the PCN. Please provide revised drawings and PCN to correctly show the stream
impacts at this crossing. In addition, the issue of a potentially subject stream shown in the
northeast corner of the project area has not been resolved. Please submit information
showing that this stream and the associated buffers will not be impacted.
b. Please indicate all buffer impacts on the site plan. Buffer impacts should be shown by Zone 1
and Zone 2 impacts.
c. Please indicate the location of the protected buffers as overlays on the site plan. Buffers
should be shown on the maps delineated by zones (Zone 1 and Zone 2).
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o,enr.state,nc.us/ncwetlands
None liCarolina
Natimally
An Equal Opportunit /Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
R. Kirk Leone
Page 2 of 2
April 5, 2005
2. Avoidance and/or Minimization
The stream impacts shown on the map appear to be more than necessary. Please provide
justification that the impacts to this stream have been minimized to the greatest extent practicable.
3. Mitigation
The stream impacts on the map appear to be greater than 150 linear feet. If this is correct, please
provide information on how these impacts will be properly mitigated.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Erie 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. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Permitting Unit
C13K/bs
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Teel, Stewart Proctor, 319 Chapanoke Road, Suite 106, Raleigh, NC 27603
Filename: 04-1842 Banks Pointe(Wake) On Hold 3
'rausmittal
STEWART-.PROCTOR PLLC
ENGINEERING & S UR YEYING
319 CHAPANOKE ROAD
SCM 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Dale:
Attention:
From:
No. Of pages:
(Including this cover)
Comment(s):
114?t p
tc °ErrR - 4 ?,;; .-
'7Lv?DSA?"D STpn,t;;?,3Tr.jE?,cr"pH
?3 ? 3[•-- oS
_ A> t7V.?gt? C-Z?W?1i=r?S ? Gy?D? c?tt?c.?

o a
MAR 3 1 2005
DEt?+S F. D SIC-i r' MER 6 J;CH
R
?i T?GIfG l? 7 conrG-j c9F ?2??rS iy JS
r-crtr- F3 A-.J tc-S or -v r-C-
w Q 04 f 8-gZ
'loJ
114
Reply requested: _ Yes No
STEWART-PR 0 CTO R
ENGINEERING & SURVEYING
PCN APPLICA TION FORM
FOR
BANKS POINTF S UBDI VISION
DWQ PROJECT # 04-1842
Brandon McLamb
Stewart-Proctor Engineering
Phone: [phone]
Fax: [phone]
Email: BLMEICbellsouth.net
sC'%T'q%®
205
MNV, "
r?'yio J Fa.
319 CHAPANOKE RD., SUITE 106, RALEIGH, NC 27603 PHONE [phone] FAX [phone]
Attention: Cyndi Karoly/Debbie Edwards
Re: Banks Pointe DWQ PROJECT # 04-1842, WAKE COUNTY.
Additional Information Requested:
1. The quad sheet that you received did not reflect the true location of our site. This
is the reason there were issues with another riparian buffer. A new quad sheet
with the site location clearly labeled has been included with this submission. This
should clear up any concerns that you had earlier.
2. A total built out impervious percentage for the project with the detailed
breakdown of all roads, sidewalks, building footprints, driveways and any
proposed concentrated areas of impervious like amenities is shown on attached
plans.
3. Level spreader worksheets for the 4 proposed level spreaders are shown on the
site plan. These are the only drainage easements that require diffuse flow within
the Neuse River Basin.
4. Construction Plan Approval for the "future subdivision" has been issued and a
copy of the approval letter is attached with the permit application.
THAN KS/
61ZAr41D0pl M= LAMS
PMET
??"
WAKE
COUNTY
M0R.TJJ CL&W1.1NA
COUNTY OF WAKE
RALEIGH, NORTH CAROLINA
• Wake County Planning
Subdivision Administration
Telephone [phone]
Subdivision Construction Plan Report
To: Stewart-Proctor Fax [phone]
Subject: Banks Pointe 2 (S-20-04)
X Approved with the following conditions or modifications on November 1S,
2004. By Andrew Meadwell -- The following issues must all be resolved
prior to record plat approval:
Q Make sure that NCDOT has reviewed plans as soon as possible to
prevent any delays or redesigns that they may require.
A Make sure NC DEHNR is in the process of approving•water system.
g Sediment and erosion control approval is required and impervious
surface requirements will be met per 1^rosion, Flood and Stormwater
reviewer's standards.
Note: An approved construction plan remains valid for a period of twenty-four
months during which the subdivider may begin to install the roads, utilities and
other improvements in accordance with the approved construction plan and
requirements of other State and local laws. If this is part of a phased
development, the first phase must be approved within two years of preliminary
plat.approval. A twelve-month extension of the preliminary plat's approval maybe
granted if requested in writing prior to the end of the two-year approval period.
Plan will expire July 12, 2006.
Review of construction plan does not mean that subdivision name or street names
have been reviewed for approval. Please submit applications for these reviews to
the appropriate groups.
Subdivision names- 856-6229
Street names- 856-6210
400
, I e s/s ? C" 350 ? ? /? - - \f? Q J 5l
er I =-s O? I ?
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rf } ° -
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Y ?
`, J8? e ( ° ern J ? ,?•? II
.?i O• •?? O °c n°.'l? •11
II'f 1 1 Bch e
?' ?• 2723 •?
79
• / Tr i r O `? __
Trail r • ?[ p ? \?< -
Cv
Q. ? a ens ???? " ! ;?
'Cem
?d-
,°
FUOUAY SPRINGS 5 Ml. i707 42'30° 1708 (ANGIER) 710 711
FA YETTEVILLE 46 MI. 5255 /l SW
SCALE 1:24000
1 2 0 1 MILE
IAN 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
ON
1 S 0 1 KILOMETER
7•ILS L CONTOUR INTERVAL 10 FEET
I 24 MILS NATIONAL GEODETIC VERTICAL DATUM OF 1929
AA40
QF
Q
W ATFR
p?
?i.rr rt
Pre-Construction Notification (PCB 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.army,mil/wetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at hn://www.saw.usace.atrny,miI/wet]ands/re our 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
httn://h 2o.enr.state.nc.us/newetlands 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. 12893 (March 9, 2000), available at
http://www.saw.usace.army.miVwetlands/nwofinalFedReg.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, 40l/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 httn://h2o.chnr.state.nc.us/ncwetlands/fees.htmi. 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 Caldtiell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catativba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lurcoln 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] Edgocombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Darc 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 Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
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 276994650 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 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]W
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mall Service Center Berde Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Westem Piedmont Region Coordinator Alleghany Caldwell Watauga
3$55IdlewildRoad 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
171--
tit?;l uU
DEF'R - i`d,1i _ ! QUALITY Form Version May 2002
Office Use Only: 1'rcTLA'0S/,';OSI .i',MTEREVVI!CH
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: NA-V toH w t we -tt lJ
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: R KNa.K- t-6o'JE
Mailing Address: 5032 Caarna6E s%0,xM 79,
?AL?1 r l F N C V10 03
t
Telephone Number:( cl 1 B 5 5 Fax Number:S 9 i4) '71`t - I(,
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/ap licant.)
Name: cCr,-wA.r PcxacTO%it CRe.a.-9cr-) -4t-4r- ,;?
Company Affiliation: er? &%-, ts--2 %^'&
Mailing Address: t 1? `( Apr7ArV o?6 f'-c> S V ITt t °c,
kALaLr,%J JaC_ 1'-lU03
Telephone Number:(, I g) ?14 - i a 5V Fax Number. Q46 ? -7-t - i G 1• l
E-mail Address: g? r p 6ts??s c *+Er -
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: RQtAY?S 90 % J tE
2. T.I.P. Project Number or State Project Number (NCDOT Only): N14
3. Property Identification Number (Tax PIN): Df. qQ? az - SG - -7"771
4. Location
County: w otKC- Nearest Town: 151 of A-) - v,,4tzt.) i}
Subdivision name (include phase/lot number): Bo,"vS Q o ,?jT E
Directions to site (include road numbers, landmarks, etc.): r.,--j xwvoS
vkw., 4 a k -N- <2 -r.17 7_3
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): S I • -1 tc.
7. Nearest body of water (stream/river/sound/ocemYlake): a`A%--uS G V-'N rJ C kA
8. River Basin: N6v5
(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: w000C'?
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
1 Aul) s P DPO 'l) r,, Or FuAjwr,a, :ryPE or
FrZyiPri,r-)r r0 1,JtLuQE guLt np2ee 1, OAn> >/ pA 1
/A?J.O i 2Ae-K4nt
11. Explain the purpose of the proposed work: TO f //LL OASIJ AQEA Q F
P 2Po <E D P-O A A
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.
tfouF
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.
Po ii E Aa-riG tPArF1)
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: tt_6Sr r>y,mi<tL- rzo grow"
L'.tZPSSrJ ?? 2 0,4 a Aa'ut%'Vt2e!> S;Me . PiDES -
1 ?f Z / F . S'TR'e4rn IM 4Ti4-r=
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'
l F11.,?.. 0.17 ? A Er`/? o 'OP?S?*r? ti?ct.?9N?

• List each impact separately and identify temporary impacts. impacts include, out arc not iunncu to: mccuacnuu cicaui6,pa.m&
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://Nvww,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:
Total area of wetland impact proposed:
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?
leasespecify)
L APE ILL \422- LK Mt t: trc6 S -p"S , 4 14L

• List each impact separately and identify temporary impacts. impacts uiciude, out are not umncu w: cuwau tu?u Uz. OCIuLCu
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, ditch ing/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.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., w"vy.topozone.com.
www.ma2guest.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
Sitt Numbtr

indicate on map)
TYIk of Impact* Area of
?Put

acres
Name of Walerbody
(if applicable) Type of Waterbody

(lAA pond+ estuary, sound,
bay, ocean etc.

' List each impact separately and identify temporary impacts. lmpcrcts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, M.
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 12AVFKSE0 Ae4RoSS eQ016CT AQA ?QosSnJ6
PeQTEcT UAt R owerp ro ?o?u Lr T? orNEP s,nDw?Sio%
Tf) M1,Jtrtl zF IMPAe-T ceoS5 tJ6 vAs _SET AT A `jQ'
A .) G kf .
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.
Pagc 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/strmgide.htmi.
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
(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/M/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
DL 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 21
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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify N Eu s E_
)?
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 Impact
uare feet
Multiplier Required
Miti
3-1o F gation
3
a ?SoJ S l.s
Total
• Zone I extends out 30 feet papendiailar from near bank of channel; Zone 2 enends an
additional 20 fed 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.
XII.
Stormwater (required by DWQ)
4t-STIAJ t, P90PEPT / t 4 JnQQrA - PQoPoSED LOTS 71 t3 -
S [Tlf- 1 Cn )FQEA All WAKE eo. STo[rWAT / PF r uLATio S
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.
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.
_ SF_p_ ie--
XIII. 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 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).
-)2,4,,A - tt)-7- - o5-05'
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
KA
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PLAN VIEW FOR:LS-4
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- 288.18
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MIN. FHSHED FLOOR
DEV - 28&18
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2903 CAMPBELL ROAD
RALEIGH, N.C. 27806
7
i
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DWQ Project No. i' - 115-4 Z E rk
vu
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET A P R 12005
DENR-t.5:i GUTALITY
1. PROJECT INFORMATION (please complete the following Information):
Project Name : $Ar4t5 Flo ('J TL
Contact Person: 69,AN00-J MtiW-?g Phone Number. (9W 1 77`t- IcA S
Level Spreader ID:. -W.+
Level Spreader Length ) I ft
Drainage Area o• 4 2 ac.
Impervious Area D• ?Z ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm t7.72 cfs
Max. Discharge to Level Spreader D. 7Z Cf3
Filter SWplBuffer Vegetation 6tutSS
(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)
Pro-treatment or Bypass Method H crJ 6
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
SL,M 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.
t3t,p, Pre-Form Scour Holes are on flat slopes only
R%-VFN 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. D4 -I 8Q 7
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 134,494 rao?? rE
Contact Person: 1`59__ rflo.J rylst LAC _% r3 Phone Number. (cf1? ) 774- t,R ;,S
Level Spreader ID:. #S
Level Spreader Length 13 ft.
Drainage Area O.5 3 ac.
Impervious Area o. ac.
Ma:amum Filter Strip/Buffer Slope 3 %
grass
(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)'
Max. Discharge from a 10 Year Storm Z cfs
Max. Discharge to Level Spreader 0. R cis
Filter Strip/Buffer Vegetation
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Re r4 C-
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
BV- Level spreader Is at least 13 ft per cfs for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
f5L-1 Pre-Form Scour Holes are on flat slopes only
12, L,r1 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. 0.4 - 19 4 Z.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : F P HV4 Pt'i-Tc-
Contact Person: 9AA+J 9o 1,3 Phone Number. (qtJ 1 779 - I Oo 55'
Level Spreader ID:. Ff ((,7
Level Spreader Length '?(v It
Drainage Area f • ac.
Impervious Area f • 2 ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm 2.70 cfs
Max. Discharge to Level Spreader 2.749 cis
Filter Strip/Buffer Vegetation (es)-SS
(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 J,I °'J
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 oullet 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.
Avolicants Initials
13 c.M Level spreader Is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
5LW% Pre-Form Scour Holes are on flat slopes only
15 uh 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. a4 - 1942-
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : &LHy V-S Po P _J re
Contact Person: .15,A,4 00^J r-1 t4-_ t3 Phone Number. (oft 4 ) 77 R - r 9ss
Level Spreader ID:. V`7
Level Spreader Length 1 Z ft.
Drainage Area D• 4 q ac.
Impervious Area t.4 ac.
Maximum Filter Strip/Buffer Slope 43 °?
grass
Max. Discharge from a 10 Year Storm OAS Cfs
Max. Discharge to Level Spreader n . qS Cfs
Filter Strip/Buffer Vegetation e--R4Ss
(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 t;
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.
Aoolicants Initials
6 Ln. 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.
(3r-M Pre-Form Scour Holes are on flat slopes only
(3 r.M 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 N 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. 1L7
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET APR 12005
1. PROJECT INFORMATION (please complete the following information):. u l ?'. QWLiTY
Project Name : BANt? faor?TL ?'SCT iC,,"',:7,`,TER HYil,CH
Contact Person: Stz?oo-j fAeL4M R Phone Number. j `) W 1 -7 7 `l - t c ? S
Level Spreader ID:. -w.+
Level Spreader Length I / ft
Drainage Area 0-42 ac.
Impervious Area 0. wit ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Filter Strip/Buffer Vegetation GgA5,(perpendicular to flow)
Max. Discharge from a 10 Year Storm D. 72 cfs
Max. Discharge to Level Spreader D. 7 Z cis
(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 t4 t, J s
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
epollcants Initials
Ezt,m 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.
t3LM Pro-Form Scour Holes are on flat slopes only
ri%-rn 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. U') -1 SA 7-
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 84,-4 V-S p?o r-i TIE::
Contact Person: (3 floes ryt= tst?? r3 Phone Number. RR ) '771t-11R-7,5'
Level Spreader ID:. -;P5
Level Spreader Length 13 It.
Drainage Area 0-53 ac.
Impervious Area 0-153 ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm Z cfs
Max. Discharge to Level Spreader D. Q cfs
Filter Strip/Buffer Vegetation C1z +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 Ker4G
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 boon 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
15 L-M Level spreader Is at least 13 ft per cfs for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
(5? Pre-Form Scour Holes are on flat slopes only
S, L311 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. Z).q - 19 4 Z
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 8,P H V4 Poi -TS
Contact Person: _9F_A-JD0-4 mt4t4 .h F. Phone Number. (9tl 1 7? 9 - I a55'
Level Spreader ID:. fT(p
Level Spreader Length 3(o ft
Drainage Area f • ac.
Impervious Area f • 2 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 2.7o CfS
Max. Discharge to Level Spreader 2.7o cis
Filter Strip/Buffer Vegetation G-94)-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 NO''J 4E:
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
3 c.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.
f3LW% Pre-Form Scour Holes are on flat slopes only
gir.M 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.
t
DWQ Project No. a4 - 184 2-
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name: 94,-4 kS Por-j M
Contact Person: 15RA^4 r?oN M et4-+f3 Phone Number. 1914 1 77 a - i 9ss
Level Spreader ID:. :q?
Level Spreader Length 1 Z ft.
Drainage Area O.'1 9 ac.
Impervious Area n . AQ ac.
Maximum Filter Strip/Buffer Slope 43 %
grass
Max. Discharge from a 10 Year Storm 0.195 cfs
Max. Discharge to Level Spreader ,n _ A,5 cfs
Filter Strip/Buffer Vegetation r-? acK?
Pre-treatment or Bypass Method
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 wwksheet 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 projecL
Aoolicants Initials
6Lr. 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.
6 r.w, Pre-Form Scour Holes are on flat slopes only
0 r wr 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. 0'- ?15-4 2- APR 1 2005
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET V-' i "C U,^-.L ITY
1':C7U`? DS,::D STCii..:iti ATtR ER !NCH
1. PROJECT INFORMATION (please complete the following Information):
Project Name : BANVS Po (-4T1°.
Contact Person: 69_6,-001Q (Att4MR Phone Number. (`)??) X71- icacS
Level Spreader ID:.
Level Spreader Length ) f ft (perpendicular to flow)
Drainage Area 0.42 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0. wiz ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 4 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0-7z cfs
Max. Discharge to Level Spreader D. 7 Z cfs
Filter StripBuffer Vegetation GRASS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N o?
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
RL,w? Level spreader is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
3-k-M Pre-Form Scour Holes are on flat slopes only
RI-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. U') -1 ? 4 2
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 1?4r494 r?r? rE
Contact Person: (? szsw?o?r ryUk, L.Or rh f3 Phone Number. (g 14 ) '77 It- t R c,5'
Level Spreader ID:. -?r5
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
13 ft. (perpendicular to flow)
0. q ?> ac. (on-site and off-site drainage to the level spreader)
o. S 3 ac. (on-site and off-site drainage to the level spreader)
3 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
Z cis
D . 4 Cis
C R+SS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
hle ??
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
13 L-M 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.
r5? Pre-Form Scour Holes are on flat slopes only
t;vn 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. D-4 - 19 4 2.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 6P H V s P,,?I.Jie
Contact Person: Kr_A- rpo1,! PA2:. -a+n F. Phone Number. (.qt t) 'I If - t 65 S
Level Spreader ID:. {f (D
Level Spreader Length 13(.0 tt
Drainage Area f • ?Ib ac.
Impervious Area 1.125 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 2.70 cfs
Max. Discharge to Level Spreader 2.70 cfs
Filter Strip/Buffer Vegetation CGrZ6r55
Pre-treatment or Bypass Method 0,40'J
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 aA 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
3 LM 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.
5t-W'% Pre-Form Scour Holes are on flat slopes only
5rs, 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. 04 - 184 Z.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : Bay-4 W--S P-1-)M
Contact Person: 5RAN 0-4 M et -1(3 Phone Number. (9r 4 ) 77 a - i S y r
Level Spreader ID:. :9?
Level Spreader Length 1 Z ft.
Drainage Area 0• -,• 9 ac.
Impervious Area o , AR ac.
Maximum Filter Strip/Buffer Slope 43 %
grass
Max. Discharge from a 10 Year Storm D. Q5 cfs
Max. Discharge to Level Spreader ' . R'E cf3
Filter Strip/BufferVegetation eo;-&?S5
Pre-treatment or Bypass Method
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
6 Lr. 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.
f3LJH Pre-Form Scour Holes are on flat slopes only
i3 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.
DWQ Project No. i - 14J<}2. ru"11 1==i J
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET APR 1 2005
1. PROJECT INFORMATION (please complete the following information): C;ETt; ;4? 1 ;i) 37
Project Name : BANVQ?; Pe (NTt?
Contact Person: 6v_?Dorj f"tiL4+hP? Phone Number. f `1 1 -7 1R - t( s
Level Spreader ID:. -w.+
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
II. REQUIRED ITEMS CHECKLIST
I 1 ft (perpendicular to flow)
o• 42 ac. (on-site and off-site drainage to the level spreader)
D• -4L ac. (on-site and off-site drainage to the level spreader)
-4 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
0.77, cfs
D. 7 Z cfs
GFA5*S (thick ground cover or grass, canopied forest with leaf litter
groundcover)
N 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.
Aooil%ants Initials
Ei,M Level spreader Is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GS _*% Pro-Form Scour Holes are on flat slopes only
r4%-,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.
DWQ Project No. U4 - I S Q 7
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : $4,4 W-S ro,-i t'E
Contact Person: f5y^--tV- J M= LA*fwy f3 Phone Number. R IT ) 77-1- t 8 e,;S
Level Spreader ID:. #S
Level Spreader Length 13 It.
Drainage Area O• S ac.
Impervious Area o- 5 3 ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm 2 cfs
Max. Discharge to Level Spreader 0. R 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 Kor4e
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
Avollcants Initials
13 L-n Level spreader Is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
r3LPI Pre-Form Scour Holes are on flat slopes only
r;vh 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. N- l 8 4 ?-
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name: 6RHV4 pt? i?-TC-
Contact Person: f;; R.A.J Po --I r"??-a. n S Phone Number. (ati 7? 9 - l 55*
Level Spreader ID:. ff(a
Level Spreader Length 3 (0 ft.
Drainage Area I. ? 1;6 ac.
Impervious Area 1.2 ac.
Maximum Filter SbipBuffer Slope %
grass
Max. Discharge from a 10 Year Storm 2.70 cfs
Max. Discharge to Level Spreader 2.70 cfs
Filter Strip/Buffer Vegetation Gres
Pre-treatment or Bypass Method 3"1°'J 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
13 t m 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.
5u^ Pre-Form Scour Holes are on flat slopes only
aim 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. OQ - !84 Z
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : g.4-vK5 Por -) M
Contact Person: 13RA-4 r-onr M e44-13 Phone Number. (`rt i ) 7-7 R - I ssIV
Level Spreader ID:. V?7
Level Spreader Length I Z ft.
Drainage Area (9.-+9 ac.
Impervious Area ()..49 ac.
Maximum Filter Strip/Buffer Slope 43 %
grass
Max. Discharge from a 10 Year Storm OAS Cf3
Max. Discharge to Level Spreader 62, q,5, cis
Filter Strip/BufferVegetation l?RASS
Pre-treatment or Bypass Method /.t° ,j P,
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 boon 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
6 L r% Level spreader Is at "1 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
f3r.x, Pre-Fonn Scour Holes are on flat slopes only
(3 c ,h 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 datails 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 - It-4 CI ? Imo' j1 ?'/ l D
''u
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET A P R 3 2005
1. PROJECT INFORMATION (please complete the following information): C NP -i 0,,'.L1 T Y
Project Name : fiArwg Po 1 -4Tl? VIETU- S rt.::] S T C. 7cR ;i
Contact Person: 6RA-pc>? (Att4mR Phone Number. L???) -7 71k - to ?5
Level Spreader ID:. #Q-
Level Spreader Length 11 R
Drainage Area 0.42 ac.
Impervious Area D- -4 z ac.
Maximum Filter StAp/Buffer Slope -4 %
grass
Filter Strip/Buffer Vegetation GR45'(perpendicular to flow)
Max. Discharge from a 10 Year Storm U. TZ cfs
Max. Discharge to Level Spreader Q, 7 Z Cf3
(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 H oyOS
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 boon 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.
Apollcants Initials
SL-M 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.
Sx.*A Pre-Form Scour Holes are on flat slopes only
rsl-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. QJ - t $ 4 7
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 8441L-5 Po?'y T'E
Contact Person: aa-rv?flo? ryl-'r. ls}?h 0 Phone Number. (414 1 771t- t I R,;,5'
Level Spreader ID:. #S
Level Spreader Length 13 ft.
Drainage Area 0-53 ac.
Impervious Area c>.,5 3 ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm 2 cis
Max. Discharge to Level Spreader D. R Cfs
Filter Strip/Buffer Vegetation C R +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 Rerle
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
15 l r+ 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.
5w Pre-Form Scour Holes are on flat slopes only
r; uh 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. Uq - 19 4 Z.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : FAHV4 pc,-i'1E
Contact Person: Kr_A•JVo..I F. Phone Number. X1.4 1 77 9 - l S S
Level Spreader ID:. f%7
Level Spreader Length 3co ft.
Drainage Area f • ac.
Impervious Area 1 2 ac.
Maximum Filter Strip/Buffer Slope 'S %
grass
Max. Discharge from a 10 Year Storm 2.7o cfs
Max. Discharge to Level Spreader 2.749 cfs
Filter StripBuffer Vegetation G2frSS
Pre-treatment or Bypass Method 340"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 boon 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
3 r_M 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.
5L?M Pre-Form Scour Holes are on flat slopes only
gu•, 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. a4 194'-7
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : B4.-4 ?- S Po r -r TE
Contact Person: SAN r,-.v nn atm.--+r3 Phone Number. (9i i ) -77 a - I Aslv
Level Spreader ID:. Tr7
Level Spreader Length l Z ft.
Drainage Area O.4 q ac.
Impervious Area A9 ac.
Maximum Filter Strip/Buffer Slope 43 %
grass
Max. Discharge from a 10 Year Storm a. td5 cts
Max. Discharge to Level Spreader n. SAS cfs
Filter SWp/Buffer Vegetation l?R'?55
(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 /.l0J J E
IL 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 stornwater 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
6LP% 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.
(3uN Pre-Form Scour Holes are on flat slopes only
0 ? 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- Ill-4 Z `r
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET APR
1. PROJECT INFORMATION (please complete the following Information):
Project Name : SArwC; Fbr,rTt?
Contact Person: sg-A o00 j f eL4M R Phone Number. (`) W 1 ?1IX - Iq? C s
Level Spreader ID:. -w-4-
Level Spreader Length If ft
Drainage Area 0.4 Z ac.
Impervious Area 0. ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 0.72 cfs
Max. Discharge to Level Spreader D, 7Z cfs
Filter Strip/Buffer Vegetation GgA5,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 H crJ
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
st,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.
3x-M Pro-Form Scour Holes are on flat slopes only
RA_ r? 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. ?H - I $ d 7
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : $4-41-5
??? rr?
Contact Person: 6 =A_11>o_J rte= tAC?\ f3 Phone Number. R IT ) 71 q- t t3 i;S
Level Spreader ID:. -;:r5
Level Spreader Length 13 ft
Drainage Area D• ';S ac.
Impervious Area o- S 3 ac.
Maximum Filter StripBuffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm 2. cfs
Max. Discharge to Level Spreader 0. 4 cfs
f
Filter Strip/Buffer Vegetation CR1+5
(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
groundoover)
Pre-treatment or Bypass Method rierlc
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. It a
requirement has not boon 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
5 rr+ 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.
r3L-1 Pre-Form Scour Holes are on flat slopes only
Burl 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. dq - 19 4 L
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : &AHV4 Pw-J X-
Contact Person: 9F_A J Po-4 f- (A-en F. Phone Number. (9ti 1 77 9 - l 8 S S
Level Spreader ID:. fT(D
Level Spreader Length 3(o it
Drainage Area I • ac.
Impervious Area I.2 ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm 2.70 cfs
Max. Discharge to Level Spreader 2.70 cfs
Filter Strip/Buffer Vegetation GlzsrSS
(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 J,40'JE
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
13(_-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.
flu w% Pre-Form Scour Holes are on flat slopes only
5u•, 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 - IS4 *-7
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : B4,-4 V _g Po I -J M
Contact Person: _15P-A N Ch? M rzc4-+r3 Phone Number. (914 1 77 R - i sss
Level Spreader ID:. Tr
Level Spreader Length 1 2 R
Drainage Area (9.-+9 ac.
Impervious Area n. .417 ac.
Maximum Filter Strip/Buffer Slope 43 %
grass
Max. Discharge from a 10 Year Storm 0.19S cfs
Max. Discharge to Level Spreader 'n. 41? cfs
Filter Strip/Buffer Vegetation l?R44SS
(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 1,10."1 F,
it.. 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 stonnwater 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
6rrk 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
(3 r_,•, 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.
s
DWQ Project No. ice' - VD-4 Z
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : I3ANt45 Pe [-J t
Contact Person: sa't. DO-) fAtt4mR Phone Number. (`1W) 771- t9, S
Level Spreader ID:. #.+
Level Spreader Length I 1 ft.
Drainage Area 0.42 ac.
Impervious Area 0 • -4 ac.
Maximum Filter StripBuffer Slope 3 %
grass
Max. Discharge from a 10 Year $loan a- 72 Cfs
Max. Discharge to Level Spreader Q. 72 Cf3
Filter Strip/Buffer Vegetation GM57
(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 en) 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
5L,M Level spreader Is at least 13 ft per cf8 for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Gxt - Pre-Form Scour Holes are on flat slopes only
R,_ r? 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.
0
DWQ Project No. U') - l S 4 7
DMSION OF WATER QUALfTY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name: $4r4y-S eoi-i rE
Contact Person: (3 ¢ a??o?r ryttls,.?A f3 Phone Number. (q IT ) 77 2- t B SS
Level Spreader ID:. #S
Level Spreader Length 13 ft.
Drainage Area 0-5 3 ac.
Impervious Area 0-153 ac.
Maximum Filter Strip/Buffer Slope 3
grass
(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)'
Max. Discharge from a 10 Year Storm 2 cis
Max. Discharge to Level Spreader D . 4 cfs
Filter Strip/Buffer Vegetation
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method µ0('4 t?
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
B L.m 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.
rim Pre-Form Scour Holes are on flat slopes only
F, L01 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. Dq - 16 `( 2
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : 6P H V 4 Per ? TE
Contact Person: _9 ?_ A-J VC, --) r-\?:,L r+ S Phone Number. (!?t4 ) '1'19 - t? 5"5'
Level Spreader ID:. fT(p
Level Spreader Length R
Drainage Area f • ac.
Impervious Area 1.2 ac.
Maximum Filter StripBuffer Slope 'S %
grass
Max. Discharge from a 10 Year Storm 2.7o Cf3
Max. Discharge to Level Spreader 2.70 cfs
Filter SUip/Buffer Vegetation C-2s-55
(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 1.40- m 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 boon 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
3 ?M 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.
f3t_W^ Pre-Form Scour Holes are on flat slopes only
5L.M 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.
, . 1 .
DWQ Project No. 04 18-4 2-
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following Information):
Project Name : B,v4 V-5 P- r -) Te
Contact Person: 152AN r--^J M etA•r+r3 Phone Number. (91 4 ) 77 R - i SSs
Level Spreader ID:. V?7
Level Spreader Length 1 2 ft.
Drainage Area O.4 q ac.
Impervious Area n . .417 ac.
Maximum Filter Strip/Buffer Slope 53 %
grass
Max. Discharge from a 10 Year Storm a. ?5 cis
Max. Discharge to Level Spreader C2. QvS cfs
Filter Strip/Buffer Vegetation I?RArSS
(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 /.to,.r F,
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
roqulrement 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
6Lr% Level spreader Is at least 13 It. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
(3E_" Pre-Form Scour Holes are on flat slopes only
f3 t,wr 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. A P R t 2005
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET CU,1LI1Y
. ?,`tNIGi!??ii?lt
1. PROJECT INFORMATION (please complete the follownnc
Project Name : We g'rwvoc a- 5 V R h ? r
Contact Person: F2cz N pon) v-4_ A- v%F
Level Spreader ID:. #t:Z
ft
Level Spreader Length 55
Drainage Area 2 .6 ? ac.
Impervious Area 0.7 tv ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm 9.2 cfs
Max. Discharge to Level Spreader 4.7- cfs
Filter Strip/Buffer Vegetation &r-p, S S
I Information):
rClo?J
Phone Number. j9tt 1 77 t - /'697
(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)'
Pre-treatment or Bypass Method moN G
REQUIRED ITEMS CHECKLIST
(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 projecL
Applicants Initials
k t-M Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cts in canopied forest with leaf
litter.
F3 LM Pre-Form Scour Holes are on flat slopes only
;zNo 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 I formation):
Project Name : W C-5TMOO % b u 3 D s v is t. ?
Contact Person: 5R Nov Do--) rA tC.A,,^ t3 Phone Number. Aq ) -7-7 q - f?, t?
Level Spreader ID:. -W3
Level Spreader Length c7 ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.9 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 1.5 cfs
Max. Discharge to Level Spreader (.5 cfs
Filter Strip/Buffer Vegetation ??RRS S
Pre-treatment or Bypass Method t^)?
II. REQUIRED ITEMS CHECKLIST
(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 Informationand will substantially delay final review and approval of the project
Applicants Initials
Ru.m Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest Wth leaf
litter.
%3L W1 Pre-Form Scour Holes are on flat slopes only
11 v v% 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: atrmnoacL- Su 6D%J1Sro-J
Contact Person: f3¢? oo --.i L_ M 'r- ?? 3 Phone Number. (`f 1 77_q - l B[ T
4
Level Spreader ID:. -tL-
Level Spreader Length I IS fL
Drainage Area S.3 to ac.
Impervious Area d7-19 _ ac.
Maximum Filter Strip/Buffer Slope I %
grass
Filter Strip/Buffer Vegetation 4y-F,< (perpendicular to flow)
Max. Discharge from a 10 Year Storm 2) cfs
Max. Discharge to Level Spreader cfs
(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 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 boon 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
13 ern 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.
%5(,M Pre-Form Scour Holes are on flat slopes only
G ,.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 : W EST-\cocz S u a Do t
C S
Contact Person: 39Ari porJ MT -4-.n3 Phone Number. Pei 1 7711 - L!6
Level Spreader ID:. tt5
Level Spreader Length ft (perpendicular to flow)
Drainage Area 2.3 ac. (on-site and off-site drainage to the level spreader)
Impervious Area o • ?0 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
Max. Discharge to Level Spreader
Filter SWpBuffer Vegetation
. cfs
4 . I Cfs
e,f S
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
f.10'J E
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
V6 I'm 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
?? rh 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. NFU??
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET APR 12005
DEt,R - ?% i E_! CLf,-%LIlY
1. PROJECT INFORMATION (please complete the following information):
Project Name: (tilt=?`rNVOO R- SvRh\V LC(o^1
Contact Person: ? N po" .vn.f_L4--%3 Phone Number. ,( Ott 1 77 -t - 1'6r5'
Level Spreader ID:. #Z
Level Spreader Length 5 It. (perpendicular to flow)
Drainage Area z - 6 7 ac. (on-site and off-site drainage to the level spreader)
Impervious Area O.'7 fv 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 q -2 cfs
Max. Discharge to Level Spreader :?. Z cfs
Filter Strip/Buffer Vegetation C>F6, s S
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method I`lo?? G
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
R I-FA 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.
F) LOA Pre-Form Scour Holes are on flat slopes only
R. L401 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 i formation):
Project Name: WC-5r-.00% 506D?; usr•"S
Contact Person: 13PoP v Do^) A-^ >3 Phone Number. Aq
Level Spreader ID:. W3
Level Spreader Length D ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader I - S cis
Filter Strip/Buffer Vegetation (SAS 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 ??sr
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
9t-M 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,L-n Pre-Form Scour Holes are on flat slopes only
R vyl 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: aS5,rrAoo7- Su6D%,J 1S to-!
Contact Person: f3R_af4 po a L_ M L 3 Phone Number. 774 - 119',; S
Level Spreader ID:. -}t 4
Level Spreader Length lit; ft. (perpendicular to flow)
Drainage Area S.3 6 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 719 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 g cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation 4- r- F4-
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N o -j 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
R Lrn 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.
1 ,um Pre-Form Scour Holes are on flat slopes only
r3 1.ftl 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 : W tr gT?ooa S U A b%a %s cow
Contact Person: 39-0"J 00 4 r1'\VL4-en5! Phone Number: P t9 1 7?11 - tQ C S
Level Spreader ID:. >$S
Level Spreader Length ft. (perpendicular to flow)
Drainage Area 2 • ?- ac. (on-site and off-site drainage to the level spreader)
Impervious Area ?. b 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
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
cfs
4 I cfs
Ge?15
PIC) a6
(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
FA'm 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
(??rn 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.
I-F
71
[? :4
Dip
APR 12005
DWQ Project No.
QUALITY
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSkttf7 ???' STOi.•`.;? ;;TLR Er v.CH
I. PROJECT INFORMATION (please complete the follownnc
Project Name : <,u K n i ,
Contact Person: v-4ri Doti vv\ _t.4--% 3
Level Spreader ID:.
#Z
Level Spreader Length S ft.
Drainage Area Z 6 7 ac.
Impervious Area O.? tv ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm -1 •Z cfs
Max. Discharge to Level Spreader 4.2- cfs
Filter Strip/Buffer Vegetation &r-p, s S
Pre-treatment or Bypass Method 1,4.0" C-
REQUIRED ITEMS CHECKLIST
(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 ail 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
R I-FA Level spreader Is at least 13 ft. per cfs for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
Fi LM Pre-Form Scour Holes are on flat slopes only
LNt 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.
I Information):
_ Phone Number. ( Olt) 77 't, - 18 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)'
' 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 I formation):
Project Name: WC-5TMO<>% suiNDty tst•
Contact Person: 13Povv arJ vAEr-c.A-` t3 Phone Number. (q'tq ) -7-79 - tQ<?
Level Spreader ID:. -W3
Level Spreader Length c7 ft.
Drainage Area ac.
Impervious Area 0.9 IR, ac.
Maximum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader 1.5 cfs
Filter Strip/Buffer Vegetation l-r- RS 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 r kD^ 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 informationand will substantially delay final review and approval of the project
Applicants Initials
Rt_M 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.
J3uon Pre-Form Scour Holes are on flat slopes only
Ry"I 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: LaC-mnoa(Z. SuL1>0ISto-/
Contact Person: f3p-a?,) po J L_ M -_ LQ -.. 3 Phone Number. 774 - t 4[ S
Level Spreader ID:. -kt: 4
Level Spreader Length I tS fL
Drainage Area S. 3 6 ac.
Impervious Area 0 7.19 ac.
Maximum Filter StripBuffer Slope I %
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation 4,tP(,- 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^r e-
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 stonnwater 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
f3 LM 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.
M Pre-Form Scour Holes are on flat slopes only
g ,.P1 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 : W EsT•-\oocz. S u a b?J %
Contact Person: 39ArJ 001-4 r"??(-? m 3 Phone Number. f1 ri '171t - t!6 C S
Level Spreader ID:. ids
Level Spreader Length It. (perpendicular to flow)
Drainage Area S-511 ac. (on-site and off-site drainage to the level spreader)
Impervious Area D. 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 cis
Filter Strip/Buffer Vegetation r?e?s y
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 110 ?J 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
F, vh Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
o M 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. i11
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET APR 1 2005
CEN,", R. QUALITY
1. PROJECT INFORMATION (please complete the following information):
Project Name : W E 9TN1\00 R-- S tJ R b I Q t" l o-J
Contact Person: 5=4NooN ?-r-4^v[3 Phone Number fOtt) 77ti- 11695'
Level Spreader ID:. #Z
Level Spreader Length 55 f.
Drainage Area Z . 6 7 ac.
Impervious Area 0.7 tv ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm q •2 cfs
Max. Discharge to Level Spreader 4.7- cfs
Filter Strip/Buffer Vegetation &r-A, 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 f`lo" G
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
R r.M 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.
B L*A Pre-Form Scour Holes are on flat slopes only
a L'.1 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 I formation):
Project Name: WC-STMO<>7- Su6D?v ist%
Contact Person: BR -14 Do--> rnS--c.A-^ t3 Phone Number. fq'tq ?7R - t f? <S
Level Spreader ID:. -W 3
Level Spreader Length 0 ft.
Drainage Area 0_ ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader 1. S cfs
Filter Strip/Buffer Vegetation (;ogctS 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 ND" IC-
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
RL.M 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.
12,L W) Pre-Form Scour Holes are on flat slopes only
11vn 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 information):
Project Name: &Jssrmo13 zL Su6D\u %9164
Contact Person: C3pA,.j oo_.i L_ rti L 3 Phone Number. j RCf) 77q - 19 S S
Level Spreader ID:. -ti: 4
Level Spreader Length I IS ft. (perpendicular to flow)
Drainage Area <.,3 6 ac. (on-site and off-site drainage to the level spreader)
Impervious Area b7-19 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 cis
Filter Strip/Buffer Vegetation rfvs? (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N O-3 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
9 r_M 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.
%3f_?n Pre-Form Scour Holes are on flat slopes only
a,.r % 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 : W ES-rrncoR u a r, v t S ,0-j
Contact Person: 39Arj C>0-j r"??l-?m3 Phone Number. PL977R - L!6 C S
Level Spreader ID:. 2$S
Level Spreader Length ft. (perpendicular to flow)
Drainage Area 2.3 ac. (on-site and off-site drainage to the level spreader)
Impervious Area ID. ?, 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
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
cfs
. I cis
l??1 S
Pao ^J E
(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
V3 V^ 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
?o M 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.
s
DWQ Project No. APR 12005
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
E; , XH
U 01
J
1. PROJECT INFORMATION (please complete the following information):
Project Name : Lk))l= S TA*Nc0 tz- B b l u r c r o-j
Contact Person: F ¢4n? p oN +?'v >i-G4 ^ ?6 Phone Number. ( O tt 1 77.1 - / B S S
Level Spreader ID:. #Z
Level Spreader Length 55 ft
Drainage Area Z . 6 7 ac.
Impervious Area O.7 fo ac.
Maximum Filter Sbip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm 9 •Z cfs
Max. Discharge to Level Spreader 4.2- cfs
Filter Strip/Buffer Vegetation &r-,N S S
Pre-treatment or Bypass Method rAo" C-
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 bon 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
R LrA Level spreader Is at least 13 tt per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Fi Lw1 Pre-Form Scour Holes are on flat slopes only
?z Lit, 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.
JI
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following formation):
Project Name: WC-STMOO% SoBD%V tsw.
Contact Person: 13RAr D--0 r+t=--1 a-` g Phone Number. A q 1 -7,7 R - t fa «
Level Spreader ID:. -W3
Level Spreader Length c7 ft
Drainage Area ac.
Impervious Area 0.9 li? ac.
Maximum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader t . S cfs
Filter Strip/Buffer Vegetation 61-¢LT5
S
Pre-treatment or Bypass Method l?^t
II. REQUIRED ITEMS CHECKLIST
additional Information and will substantially delay final review and approval of the project
(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
Applicants Initials
RLM 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.
1?iL-n Pre-Form Scour Holes are on flat slopes only
i, vn 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.
r
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: asTrmoa7- Su 6DIJIS 104
Contact Person: [3RD oo a L_ M C RK 3 Phone Number. f VT 1 774 - t 4S S
Level Spreader ID:. -}L- 4
Level Spreader Length I IS ft.
Drainage Area S. 3 6 ac.
Impervious Area h 716 ac.
Maximum Filter Strip/Buffer Slope ( %
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation 41?_ P< C"
(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 Wth leaf litter
groundcover)
Pre-treatment or Bypass Method N 0,J 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
f3 LM 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.
131_m Pre-Form Scour Holes are on flat slopes only
Q Lrw1 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 : GJ EsT,-Noc?R 's, 0 a 1> %J l S to-)
Contact person: 39Arj oo•.l r"\TC-4 ?%9 Phone Number. P L9) 7TJ - t? C S
Level Spreader ID:. >$S
Level Spreader Length ft (perpendicular to flow)
Drainage Area 2.3 ac. (on-site and off-site drainage to the level spreader)
Impervious Area o • 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
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
?{ . cfs
4 . I cfs
??f S
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
tjoaE
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
I?,k^ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 It 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.,
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET AP
1 2005
1. PROJECT INFORMATION (please complete the following Information): t,c p ,`',?
n,-`? ;", t?,i7;=;>
Project Name: __tA?ES`T?hOOR- SV RbIV tSlo-i ??TC r_ r
Contact Person: F,=pNpoN +^??-W^?6 Phone Number. (Ott) 77't:- /'gr5* "i
Level Spreader ID:. #Z
Level Spreader Length 55 ft. (perpendicular to flow)
Drainage Area 2 . 6 7 ac. (on-site and off-site drainage to the level spreader)
Impervious Area O.? tv 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 q •2 cis
Max. Discharge to Level Spreader 4.2- cis
Filter Strip/Buffer Vegetation &s cv S S (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method I`t0.- 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 bean 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
R t rA 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.
F3 LM Pre-Form Scour Holes are on flat slopes only
;zT 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.
40,
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following i formation):
Project Name : _W C-STM.oo % S U a D ? v Ls r.
Contact Person: 13P-00v Do^) VAE!-L A-^ 13 Phone Number. (qtq
Level Spreader ID:. W3
Level Spreader Length c7 ft.
Drainage Area 4 ac.
Impervious Area 0, q ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader I . S Cfs
Filter Strip/Buffer Vegetation (" a5 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 J z^ 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 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
RL.M 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.
1,,L"l Pre-Form Scour Holes are on flat slopes only
1; %.-) 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: LIST 007- SuLrmJISto-J
Contact Person: f3Ra•.j oo a L_ m - 3 Phone Number. (`f r1) Z7q - r B[ T
Level Spreader ID:. -tt 4
Level Spreader Length I IS ft.
Drainage Area S.3 6 ac.
Impervious Area r) 7-19 ac.
Maximum Filter Strip/Buffer Slope I %
grass
Max. Discharge from a 10 Year Storm _ 06-S cfs
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 N 04 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 boon 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
R r_M 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.
V3L,M Pre-Form Scour Holes are on flat slopes only
a i_nW% 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 : W ESTe-\C<?,R C. U a t, ko S ,a-)
Contact Person: 3uA-,J pool I"\V-C-? g Phone Number. P L9 1 7-711- t!b C S
Level Spreader ID:. #:5
Level Spreader Length ft. (perpendicular to flow)
Drainage Area 2.3 ac. (on-site and off-site drainage to the level spreader)
Impervious Area y • toac. (on-site and off-site drainage to the level spreader)
Maximum Filter StripBuffer Slope I % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
. I cfs
. I CIS
C?Cnl S _
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
,,,0 a E
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
g? 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
?L M 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. APR 12005
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name: 1, t_1ES'rryk0a;2- <?Up'txuLc_to-l
Contact Person: F ¢4N o oN .V\.fL_L4--% 3 Phone Number. j 4 tt) 77-t - 1 'B S S
Level Spreader ID:. #Z
Level Spreader Length 55 ft
Drainage Area Z -G-7 ac.
Impervious Area O.? fv ac.
Maximum Filter Strip/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm q -2 cis
Max. Discharge to Level Spreader . 2- cfs
Filter Strip/Buffer Vegetation G?? S S
Pre-treatment or Bypass Method MoN G
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 wvrksheet 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
k t-M 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 LM Pre-Form Scour Holes are on flat slopes only
i?J +h 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 formation):
Project Name: W55-rMo<>% £u3fltv tsta-S
Contact Person: _13Rafv D01%) ryl C-? A*^ g Phone Number. (q'tq ) -7-7 q - I P,:5S'
Level Spreader ID:. -W3
Level Spreader Length 0 ft.
Drainage Area ac.
Impervious Area 0. q 4i ac.
Maximum Filter SWp/Buffer Slope 1 %
grass
Max. Discharge from a 10 Year Storm 1.5 cfs
Max. Discharge to Level Spreader I - S cfs
Filter Strip/Buffer Vegetation r'gaS C
(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 NVr? 4e
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
9t1m 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.
J3LW1 Pre-Form Scour Holes are on flat slopes only
17, k^1 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: Li ES MOocz- Su6D1J15t64
Contact Person: F_c L• po ,i L_ M C,RK 3 Phone Number. ('14 ) 77-q - t 4S S
Level Spreader ID:. -w4
Level Spreader Length 111; ft. (perpendicular to flow)
Drainage Area S. 3 6 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 V9 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 1 % (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 cfs
Filter Strip/Buffer Vegetation l a?? (thick ground cover or grass, canopied forest vAth leaf litter
groundcover)
Pre-treatment or Bypass Method N y a 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
9 LM 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.
13t.M Pre-Form Scour Holes are on flat slopes only
?7 1 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 : Ur rcST? ??Q S U 0 p"') t s
Contact Person: 39.poo4 I"V LL,?9 Phone Number: P E9 1 771t - t!b G S
Level Spreader ID:. #:5
Level Spreader Length ft (perpendicular to flow)
Drainage Area 2.3 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 • to ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StripBuffer 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 cfs
Filter Strip/Buffer Vegetation _1c-Ans5
Pre-treatment or Bypass Method Jac 'J E
II. REQUIRED ITEMS CHECKLIST
(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
P,t?+ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
RC M 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.
?QF WA TF9Q Michael F. Easley, Governor
\Q (? William G. Ross Jr., Secretary
Uj North Carolina Department of Environment and Natural Resources
C Alan W. Klimek, P.E. Director
Division of Water Quality
March 22, 2005
DWQ Project # 04-1842
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
R. Kirk Leone
5832 Carriage Farm Road
Raleigh, NC 27603
Subject Property: Banks Pointe
UT to Panther Branch [03-04-03, 27-43-15-9, C NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. Leone:
On February 7, 2005, the Division of Water Quality (DWQ) received your revised application and
additional information requested dated February 5, 2005 to impact 0.17 acres of wetlands, 142 feet of
stream and 12,871 square feet (ft2) of protected riparian buffers to construct the proposed Banks Pointe
Subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetland, streams and/or buffers 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 2B .0233(8) 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. Your project is within the Neuse River Basin, all stream features that show up on the County Soil
Survey or the USGS topographic map are subject to the Neuse Riparian Buffer Rule. There is an
additional stream that shows up within the property boundaries that is subject to the Riparian Buffer
Rule, please show documentation that show the DWQ has conducted a site visit to exempt this
stream feature, otherwise this feature requires a Riparian Buffer.
2. Please provide the total built out impervious percentage for your project with the detailed
breakdown of all roads, sidewalks, building footprints, driveways and any proposed concentrated
areas of impervious like amenities.
3. Please submit level spreader worksheets for the 4 proposed level spreaders on your site plan and all
other drainage easements that require diffuse flow within the Neuse River Basin.
4. The DWQ requires justification to issue a 401 Water Quality Certification to connect to a "future"
subdivision, please provide any documentation that can ensure this future subdivision will be built.
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.
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
NonMCarolina
?atirra!!if
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
R. Kirk Leone
Page 2 of 2
3/22/05
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. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
U ^V
4-4
Cyndi Karoly,
DWQ, Wetlands / 401 Unit
CBK/dae
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Teel-Stewart Proctor, 319 Chapanoke Road, Raleigh, NC 27603
Filename: 041842BanksPoint(Wake) 401+liold2
McIV RANDUM
TO: John Dorney Regional Contact: E. Kulz
Non-Discharge Branch WQ Supervisor: Ken Shuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
dT?1?
Facility Name Banks Pointe c/o R. Kirk Leone County wake
Project Number 04 1842
Recvd From APP
County2
Region Raleigh
Received Date 11/15/04 Recvd By Region
Project Type proposed residential
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream PT -@N F- 27-43-15-9 ? NSW 30,403. 148.00
NBR Buffers FY O N F F ?? 30,403. 0.22
F__F__OY ON F_ F_ F__F_ I-- F__ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
3/14/05 Recommend putting ON HOLD and request more info. While somewhat confusing, it
appears that this PGN includes Phases I and II of Banks Pointe. 1st Phase already appears platted
based on Wake County GIS
Second stream on site shown on soil survey which is not shown on the plans. Did we do a stream
call? Also a tributary coming in near the crossing.; may be an issue. Also, no imp .rvio ?s surface
figures provided
The crossing is proposed to allow access to a future subdivision to the north (Banks Pointe ll;
different from Phase II of Banks Pointe). This property is owned by the same may: will be additional
PGNs and possible cumulative impacts,
cc: Regional Office
Central Office Page Number 1
04.0842 '
Subject: 04-1842
From: Eric Kulz <[e-mail]>
Date: Tue, 08 Mar 2005 12:22:13 -0500
To: [e-mail], [e-mail]
Cyndi/Debbie:
This is a PCN for Banks Pointe near Fuquay. Not sure who is reviewing it; feel free
to forward if someone else is handling this one.
There are a lot of strange things about this PCN. While somewhat confusing, it
appears that this PCN includes Phases I and II of Banks Pointe. 1st Phase already
appears platted based on Wake County GIS. There is also a Banks Pointe II, which is
to be located north of the subdivision proposed in this PCN. This property is owned
by the same party (Leone). It appears there may be be additional PCNs and possible
cumulative impacts.
I have a number of concerns. There is a second stream on site shown on the soil
survey which is not shown on the plans (topo shows crenulations but no stream). Did
we do a stream call? Also a tributary coming in near the crossing in the northeast
corner of the site that may be an issue.
No impervious surface values given.
There are also a number of weird little errors in the PCN e.g. it is indicated on
Page 1 that this is a courtesy copy and that 401 Cert. is not required. Being in the
Neuse, I believe it is. Also, for the wetland impacts, the wetland is listed as
being 4,000 feet from the nearest stream. It is right next to the perennial stream
they are crossing. Also, it looks like it may be located within the 100-year
floodplain.
My comments are on FileMaker.
I would like to go out and look at this site, if that is OK. We should probably put
it on hold and try to get some of these questions straightened out.
Eric
1 of 1 3/11/2005 3:42 PM
Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX- [phone]
Date:
0z- Oil - 05

CM C
GaTU
FEB `? ?D
X0
w 05
Attention: 2" D 1 K4 (? L ?J D %Q RQ
From:
? Aei Do nl 7?S t?q-„, F
No. of pages:
(Including this cover)
Comment(s):
_MS. Cyn,ol 1-/ 4201.`{
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a.?- S't?o?l?1 P6r- P1.CR-s E

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Y IS r? oRoER ,

TF1 KS 1N G?nvck-+cC r- 0,-Z- worm it LooPEZ4'r)a1,

Reply requested: _ Yes _ No
Addressed Comments for BANKS POINTE SUBDIVISION, FUQUAY-VARINA, NC
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 84" 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. There is a 165 acre future development on the other side of the branch.
The crossing is needed to connect the two sites. A site plan of the future
development is attached.
g. The stream impact is 142 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.
FEB 7 20[15
[)ENR - WATER QUALITY
L' r1U:?05 Ni'D ST(}n A ATER 0R XH
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C
Pre-Construction Notification (PCB 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 Certificarion. The USACE Individual Permit application form is available online at
httv://wNvw.saw.usace.army.mil/wetiands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at httt)://www.saw.usacc.anny.mil/wetlands/rezour.hrrn, 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/Wctlands 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 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. 12893 (March 9, 2000), available at
http://Nvww.saw.usace.an-ny.mil/wetlands/nNvT)ftnalFedglg.adf. 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 httT)://h2o.chnr.state.nc.us/ncwetiands/fees.htmi. The fee must be
attached with the application uiiless 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.
Pao= 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexatader Caldwell Haywood McDowell Swain
US Army Corps of Engineers Allegliany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe C,'hcrokee Ircdcll 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] Cabatnu Graltvrt Madison Stanley
Raleigh Regulatory Field Office Alamance Frmklin Nash Sutry
US Army Corps Of Engineers Caswcll Fots?th Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie llalifax Randolph Wilkes
Telephone: [phone] Durhani Joluiston Rockingham Wilson
Fax: [phone] Edgecombe Lce Stokes Yadkin
Washington Regulatory Field Office Beau(.)rt 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 Waytte
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven I Iyde Perquunans 'Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pcnder
Post Office Box 1890 Btuns%6ck l lokc Riclunond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Ffanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 276994650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Writer Quality
Wetlands Restoration Program
1619 Mail Service Center
Ralci8Ji, NC 27699-1619
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Offcc
160 Zillicoa Street
Asheville, NC 28801
Telephoto: [phone]
State Historic Preservation Office
Depau-tment Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mall Service Center Bertic Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Allcghany Caldwell Watauga
3 855 Idlevd Id Road Ashc Mitchell Wilkes
Kemetsvi 1c, NC 27284-9180 Avcry Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Bulicombe Henderson Polk
20830 Great Smoky Mtn. Expressway Clicrokee 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
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, plccise enter "Not AmAicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit M 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: 4JAZi0,/'Ji6F # 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: n
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: ?
11. Applicant Information
1. Owner/Applicant Information
Name: R V1 QK t_COJE
Mailing Address: S8 3 2 C AP je l n (. r FA,z ,.? Q p
2AcE/,N ? u ? z7c?o3
Telephone Number: (919) -119- 16S.)- Fax Number: (a i 9) -719- /44 J
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:_ sT_,rWAAT-P2oLfol_ (JOh0T6EJ
Company Affiliation: E u c 1jrrejoMailing Address: 711 CH A OA PoK F- 20A0
RA E?bH? ?J G 77Go3
Telephone Number: X74- If1 c. Fax Number:
E-mail Address: S n H r As N r. Fc QEc ?s v,) rH .?J F;
I'a3c 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: AtJ KS P o 1 L J r L
2. T.I.P. Project Number or State Project Number (NCDOT Only): tiJ/A
3. Property Identification Number (Tax PIN): o/ i3g. o Z - S(- -7
-7 I
4. Location
County: WAkE. Nearest Town:_'7?'awAjo r 1-%ju Ay-eJOWA
Subdivision name (include phase/lot number): R n,J Ks Pow ; E
Directions to site (include road numbers, landmarks, etc.): r3 CTwEE--? n Ad < ' HL,J Y 401
-- A W o Q 7 -7 7 '1
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): 51.81 A r-.
7. Nearest body of water (stream/river/sound/ocean/lake): rt opt- if eeg<K
8. River Basin: U gu s r-
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.tis/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: won n E n
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
I Aud SF P OPOs') r, Or' F?QE`?r,?? TyPEor
Fri01211FtJr TO I,J Qje Q[/Ct an>z,,e LQ8.01.26 PAJ
(AOZ TeA K11t1t -
11. Explain the purpose of the proposed work: TO FlLt_ A s1. 1 AtZ-A Or-
IV. n<Fp 2c7A?
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.
Wn ji A,.jTie iPArrn
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
L 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
IOb=year ploodplain*•

(es/no Distance to
Nearest Stream

linear feet
Type of Wetland
'•'
Its o-17 o 000
t%oit ES r cO • ? C-ruW t>

- •?• -- ?•• ....,.... , scPaia«•y auu iucuiuy icrmporary impacts. impacts uteruae, but are not Iunited 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 traps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fem3,Iov.
•*• 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: u ooE
Total area of wetland impact proposed: IJ go £
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?
lease specify)
PIPE I 2 ?T o ? -? ?

t L. h .
rst eac impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated tip-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, dlich(ng/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.usps.uov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topoz.one com,
www.manouest.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 Impact- Area of
aet
?
acres
(if Name applicable) ) Wat Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List earn impact separately and identity temporary impacts, impacts include, bug 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., danVembankment, 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:
VH. 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.
6966K TnAVE,et O R GlLoSt p(2019C-T A0A 1Qo5c1J6
P2 T c T uA t R ?U?Q Q To ?o.?uFLr 7c? ortl E dcDiui.51o.),
Torlljtri7F InPALT ceoSsti & uAS SET 4T A q00
Aj4t 6.
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
htti):/ih2o.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
[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 httn://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/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 21
rf 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__ ry Eu s )?
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
Miti
8370 F gation
3
2 `1501 s? 1.5
Total
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 stotmwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
4i 51111 c P90PEPT / IS i 060r I P90PoS?=Q LOTS -3 t3
5 116 Cn 0COLP AY WAKE Lo SToerl wAT ,P F 6 uLA no t
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:
SFPT?L
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 [ (j0
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).
111 Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
11,K ' ,o0 61.7x71
C VALUE a ars 1 sw 7AC7o11 uxi WkEAUER
'
mom LD#G
Itoa :.e¦ - rr[ Darr
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10•
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y I min LEVEL °I . Jaa? ni 6 K 4."A 14 =4 M A n
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LEVEL 1 ?o r .w1 o r1[ 12 oAa wn1 ?Knc..,_
t . r4aaO
r¦a r .to a u o[ w11m a n Ifw d
13 cr ? READER .,
¢ MIN. FINISHED FLOOR o & 12.61JO L-4 N CS f7
3 ELEV - 287.08 a . 7oaaO• • g -
pNpSE ?1\C RIB y? L ti57"
50 pV6 ¦ F FILL LINE CB 4 s 1
X STA 10+00 L-4 Y 2 870 .4 1? .
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331

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331 AA . -4.00
K - ]000
110.00 vt

330

718

321
20-
324

3n

310
311

314

.4

311

310
306
306

304

302

300
216

2"

1 294

212
210
266
282
280
LEVEL
SPREADER
PLAN VIEW FOR L-4 100 TER
BACKWAATER EAS1J'T,
ELEV - 286.18
M STA - 13.42
M VAN .217.17
AA - 11.00
K - 3000
-t' I r I
? r
6TA - 10+74.!
0" - 304.63
AA - 2.25
K - "m
16
MIN. FlNISHED FLOOR
ELEV - 28&18
3
1
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274
10.00 11+00 12+00 13.00 1++00 10.00
PROFILE VIEW FOR L-4

a21 1 r
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050

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I "'m lp
16+00
DEVELOPER
R. KIRK LEONE
2903 CAMPBELL ROAD
RALEIGH, N.C. 27606
AND ADJUSTED WITH TOPO AND PRELIMINARYTM
N SOILS INVESTIGATION BY SOILS SCIENTIST (SEC).
/F
FISH F
INAL CERTIFIED FLOOD SOILS TO BE PROVIDED IF
REQUIRED BY OF COUNTY AFTE
Page 415 REVIEW OF NEW I SUBMITTED COUGHLINFLOODWAKESOIL DEES G ATIO SR
2-
30 96-7962
'ARC
-ER EASM'T
2-$6.18
F-
o?PREADE
I DISSIPATOR
DAn?
1
FILL IN
WETLANDS LOCATED BY LICENSED SOILS SCIENTIST.
)ION CONTROL NOTES:
WORK AND MATERIALS SHALL CONFORM TO
"E COUNTY STANDARDS aNn curl-lri/'AT,nAI-
NOTES:
- PRESENT LAND USE IS W001
STREETS WILL HAVE A 50' F
- ALL RADII AT STREET INTER:
- ALL STREETS WILL BE ..
DEPARTMENT OF TRANSPORT,
- WATER SYSTEM WILL CONSIS-
- SEWER SYSTEM WILL
- All 'AVC'
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Batiks Pointe c/o R. Kirk Leone
Project Number 04 1842
Recvd From APP
Received Date 11/15/04
Recvd By Region
Project Type proposed residential
E. Kulz
Ken Shuster
County Wake
County2
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Region Raleigh
Stream Impacts (ft.)
Feet
Req. ,ifa° „rift:?i)
NSW 30,403. ?- 148.00 148.00 ?-
F
14 Stream P7 @N 127-43-15-9
NBR Buffers O Y O N r-?-?? 30,403. 0.22 F -
??OY
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
Second stream on site shown on soil survey which is not shown on the plans. Did we do a stream
call? Also a tributary coming in near the crossing: may be an issue. Also, no impervious surface
fioures provided.
cc: Regional Office
Central Office Page Number 1
/
Date:
Triage Check Dist
Projett Name:
DWQ#:
County: 17,71r
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
ERRO Mike Horan
From:

? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to dour for your evaluation.
Please call if you need asst}stance.
1
? Stream length impacted `G
? Stream determination
^?? ti "and determination and distance to blue-line surface waters on USFW topo maps
L ' ' zation/avoidance issues
Buffer Rule (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:

http://www. secre tary. state. nc. us/corp orations/Corp. aspx?P itemId=64...
North Carolina
j yr,
( y. .
? Q.
Elaine F. Marshal! D EPART'M E NT of TFIE
\\ Secretary ECRETARY of TATS
PO Box 29622 Raleigh, NC 27626-0622 [phone]
f ;:;r i ir; Date: 3/22/2005
"Corporations Home
"Important Notice Click here to:
"Corporate Forms/Fees View Document Filings I
"Corporations FAQ MPrint apre-populated Annual Report Form I File an Annual
"Tobacco Manufacturers Report I
"Dissolution Reports
"Non-Profit Reports Corporation Names
"Verify Certification ---
"Online Annual Reports Namo Namo Typo
® L;n'',.
Secretary Of State Home NC Leone, LLC Legal
"Register for E-Procurement Limited Liability Compa ny Information
"Dept. of Revenue
01999 Senate Bills SOSID: 0730095
112001 Bill Summaries FIB:
"Annual Reports 1997 Status: Current-Active
"Corporations 1997
"Other Legislation Date Formed: 6/14/2004
-. ,- Citizenship: Domestic
"By Corporate Name
"For New Corporation State of Inc.: NC
"By Registered Agent Duration: Perpetual
" Registered Agent
Start An Order
"New Payment Procedures
Agent Name: Leone, Kirk
"Corporations Division
' Registered Office 5832 Carriage Farm Road
"Secretary of State
s web site Address: Raleigh NC 27603
"Printable Page Registered Mailing 5832 Carriage Farm Road
Address: Raleigh NC 27603
Principal Office No Address
Address:
Principal Mailing No Address
Address:
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to
Webmaster.
1 of 1 3/22/2005 10:38 AM
imap://[e-mail]:143/...
Subject: 04-1842
From: Eric Kulz <[e-mail]>
Date: Tue, 08 Mar 2005 12:22:13 -0500
To: [e-mail], [e-mail]
Cyndi/Debbie:
This is a PCN for Banks Pointe near Fuquay. Not sure who is reviewing it; feel free
to forward if someone else is handling this one.
There are a lot of strange things about this PCN. While somewhat confusing, it
appears that this PCN includes Phases I and II of Banks Pointe. 1st Phase already
appears platted based on Wake County GIS. There is also a Banks Pointe II, which is
to be located north of the subdivision proposed in this PCN. This property is owned
by the same party (Leone). It appears there may be be additional PCNs and possible
cumulative impacts.
I have a number of concerns. There is a second stream on site shown on the soil
survey which is not shown on the plans (topo shows crenulations but no stream). Did
we do a stream call? Also a tributary coming in near the crossing in the northeast
corner of the site that may be an issue.
No impervious surface values given.
There are also a number of weird little errors in the PCN e.g. it is indicated on
Page 1 that this is a courtesy copy and that 401 Cert. is not required. Being in the
Neuse, I believe it is. Also, for the wetland impacts, the wetland is listed as
being 4,000 feet from the nearest stream. It is right next to the perennial stream
they are crossing. Also, it looks like it may be located within the 100-year
floodplain.
My comments are on FileMaker.
I would like to go out and look at this site, if that is OK. We should probably put
it on hold and try to get some of these questions straightened out.
Eric
1 of 1 3/16/2005 3:14 PM
OF W ATFR Michael F. Easley, Governor
?
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r North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
DWQ Project # 04-1842
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
R. Kirk Leone
5832 Carriage Farm Road
Raleigh, NC 27603
Subject Property: Banks Pointe Subdivision, Fuquay-Varina, NC
Panther Branch
REQUEST FOR MORE INFORMATION
Dear Mr. Leone:
On November 15, 2004, the Division of Water Quality (DWQ) received your application to impact 9,600
square feet of buffers and 148 feet of streams to construct the proposed residential construction. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. 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. The project as currently proposed has two (2) connections to Banks Road (SR 2724). The plans
provided with the PCN failed to adequately demonstrate the need for a road crossing on Panther
Branch to construct the proposed 38 lots.
g. This office has some concern over the actual length of stream impact. You are requesting 148
linear feet, but the plans show approximately 150 linear feet. There is also concern with the
extreme angle to the inlet of the culverts and possible stream bank instability. DWQ
respectfully reminds you that rip-rap is also considered stream impact.
h. Please indicate any and all construction impacts, temporary or otherwise, for the proposed road
crossing.
i. Please provide a dated copy of the PCN Application.
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/ncwetlands
Ne Carolin
oa
Ntumlly
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Kirk Leone
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 Nikki Thomson 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 ely,
Cyndi Karoly, Supervisor
401 Oversight Unit
CBK/bs
Enclosures:
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: DWQ# 04-1842 Banks Point (Wake) On Hold
r
CDER
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
John Teel
Stewart-Proctor Engineering
319 Chapanoke Road
Raleigh, NC 27603
Dear Mr. Teel:
On 11/12/04, the Division of Water Quality received your application on behalf of R. Kirk Leone
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,
Cyndi Karoly
Enclosed: 401 Application Packet received 11/12/04
CC: Central Files
Wctlands/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: htt?://h2o.enr.state nc.os/nc«ctLmds:Nh2o nc.us/nc«ctLmds Aatumlly
Office Use Only: 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 Rifles
Section 10 Permit Isolated Wetland Permit from DWQ
© 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: AJAr/y,Ju/OF -t 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: 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 Management Area of
Environmental Concern (see the top of page 2 for further details), check r6lgoy@ II. Applicant Information D
D
1. Owner/Applicant Information NOV 1 2 2004
Name: R _ ki P_K LGaaE llFkR , „
Mailing Address: SA 32 CAQe1ArF FAgM 90 }ZMJDSA%0,jIW an;ar
Telephone Number: (q 19) -7 19 - I $ s i Fax Number: (a i 9) 9- /G I
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.) op
Name: .sl-6uWART-PROGTO a oTC6 D
Company Affiliation. 8- o 61 c c e i p&
Mailing Address: n9 GHAPA PoKE 2o,q p NO V 5 2004
RALF16H G -21603
^ rr ti.iiu???w YrrMl
Telephone Number: x'14- IAs? Fax Number: 779-/&(,/
E-mail Address: Sn N r) As P rF. Ec P_ QFccsaorH .,JF
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: R ArJ kS P o t Li r E
2. T.I.P. Project Number or State Project Number (NCDOT Only):0 /R
3. Property Identification Number (Tax PIN):___O?_dB. o Z - g? - -l l
4. Location
County: WAKE Nearest Town: -;&owiuo r 1-'oouAY-oA2/x)A
Subdivision name (include phase/lot number): A AQ Ks Pots-37f-
Directions to site (include road numbers, landmarks, etc.): 6 ET1J66,J Dp? t ' HL-Jr 401
Au 0 S Q 2-77:1
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): SI. BI A 4.
7. Nearest body of water (stream/river/sound/ocean/lake):/n soot- r ?e?EK
8. River Basin: U wu r_
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.ius/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: Lion o e A
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
- I -Awn S P2nPOs'D r, Or 12r!rtnj?,?)r,,\L :?yPEoi'
FQ012C F,Jr ro i&),-LuQE QucL oo7EF { 6P-A,01,26 PA,J
dab TeA KUnt
11. Explain the purpose of the proposed work: TO F IiL L LA-SW A 2 EA 0f
P 3PncEo 2OAA
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 wctland, 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.
Woj,F A,J:[16iPArF1)
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.
Pago 7 of 12
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Welland 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
••'

List each impact separately and identify 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 reaps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at bllp:/Iwww.fcma.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: rd o,jr
Total area of wetland impact proposed: ljogr .1
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Nutnber
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before impact Perennial or
Intermittent?
leasespecify)
PIPE I 8 v-r TO 'Q 0,201A L

List each 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),
stablliration 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 reaps are available through the USGS at 1.800-358-9616, or online at
www.uses.uov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., %k,Ww,topozone com,
www.manouest.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 tm
Type of > Ct*
? Area of
=t
?
acres
Name of Waterbody
(if applicable) Type of Waterbody

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

L15t earn impact separately and identity tenVorary 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 t AL)FQS Q R G2oSt P2n'CELT AJP CosSIJ6
P QCE4T [At R L?UIQFn Tb , o.JPFr_r TL'> oTNEP ODhJ1.516
J,
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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
httn://h2o.enr.state.ne.us/ncwetlands/strmgide html.
1, Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation 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
[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:/ih2o.enr.state.nc.iis/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/statc) 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 (919)'133-5083 to review current thresholds for environmental documentation.
Yes ? No
ff 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 Suppl Buffer Requirements), or other (please identify iv Cos C_ )?
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
1 Gv F 3
2 3?? sF 1.5
Total
• Zone I extends out 30 feet perpendicular from near bank of charnel; 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.
FXi ST?y [ PROPEot / ? s ,nnn?,/? pQp?nS? p c.pTS 't ? '
S ITF i Ln OfPC BY WAK eo t7p tiwAT ,e PF I. uLAVOU1
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.
SFPTic-
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 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
!7 1 13
4'
I I
15 1 13 4
13
3 MIN. FINISHED FLOORF

.M. ELEV - 285.98
a

- L2 M¢A Gl<
PPE I 7Z CW 740 J 4
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PN STA : 11+00
PM EUV ]1175
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FILL "LINE
PLAN VIEW FOR L-4

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AM - 11.00
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J o Llj N/F FINAL
- ROBERT L. FISH REQUI
- Boo Page 415 REVD
N 0688.02-96-7962
ZONED: R-30
RESIDENTIAL
100 YEAR
B 6 BACKWATER EASM'T
ELEV = 286.04

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IS FLO
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B#5 L.F. DF STREAM 136
INTERIOR BUFFER AREA 6600 SF
EXTERIOR BUFFER AREA 3000 SF
ERN CONTROL NOTES:
ORK AND MATERIALS SHALL COIv
WAK COUNTY STANDARDS AND SPEC
SEDIMENT LADEN RUNOFF SHALL L
ALL SEDIMENT LADEN RUNOFF SHALL
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LEAVING SITE.
SQUIRED PERMITS SHALL BE OB;
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LAKE WHEELER QUADRANGLE
NORTH CAROLINA-WAKE CO.
7.5 MINUTE SERIES (TOPOGRAPHIC)
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1 MILE
-? - -
e
Office Use Only: 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
0 Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: r}T/y,A i/ D F tt-14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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: R - ki 2k LGoaE
Mailing Address: 5r83a r_Aeje1Ar.F FAgm QD .
2A -EI.N ? u ? Z`74o3
Telephone Number: (J 19) -1-19- Ids Fax Number: (ai9)7i9-EGG/
E-mail Address:
aD (F., )RnW 2. Agent/Consultant Information (A signed and dated copy of the Agent Aut i 1D
must be attached if the Agent has signatory authority for the owner/applicant.) NO V 1 5
Name: srEwAkT-PRoe-roQ b0 Ho Tee 1) 2004
Company Affiliation: E o 6torreio& 0E"'f%---VATMQUAUTY
Mailing Address: 119 CHAPAPoKE 20A0
t;cTl??tps/?nSr :„ATEF;G3l,G?
RALEibH iJ G 774.03
Telephone Number: 74- ?? cS Fax Numbcr:_ 779-/4.G/
E-mail Address, JOHL) ASH rE.c Cf.cc.svL)TH ,,.JF ;
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: /3 Ati K_s P o i Li r E
2. T.I.P. Project Number or State Project Number (NCDOT Only): Q /A
3. Property Identification Number (Tax PIN):_ o% ?f?. o Z - sib - 1
4. Location
County: wAtce. Nearest Town: lowK) or- rL) OoAY-UA2WA
Subdivision name (include phase/lot number):_(jgOKS Potil . E
Directions to site (include road numbers, landmarks, etc.): 6 E T,_J6C-J eo x ,p s ' H LJ Y 4 01
Aup S Q 2"l7:1
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): rl. B'1 A r-.
7. Nearest body of water (stream/river/sound/ocean/lake):n ooi-r teFEK
8. River Basin: Ueu_sr-
(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: Lion Q E n
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
1 AL, 11 ? ? P OPO s '0 rn Or Ft/aF,jnAL yyyE dr
FrZ012 1dr-)r ro I&J [.uQE ROLL Qa2t? A0AbWi PAJ
(Aab TQA KuaE
11. Explain the purpose of the proposed work: TO Fie.t_ Si 1 A2 'A O t=
P 6po<fo 2OAA
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.
Igo I) r A,-J-riG iPArFfl
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 ) loodplain"
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland"'
N

_L:
-st wc,l u„paC, sepaiaicay 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 bttp://www.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: U oor
Total area of wetland impact proposed: O oo £
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Naunber
indicate on ma
Type of Impact' Length of
Impact
linear feet
Stream Name" Average Width
of Stream
Before impact Perennial or
Intermittent?
leasespecify)
PIPE 146
v-t o 4
'Q /A L
_

-L <4?U iwpat;i acparncq ana iacnury temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain):
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
•• Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1.800-358-9616, or online at
www.uses.QOv. Several intemct sites also allow direct download and printing of USGS maps (e.g., www.topozone COm,
www.manquest.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
Typc of Impact* Area of
Impact
acres Name of Waterbod
y
(if applicable) Type of Waterbury
(lake, pond, estuary, sound,
bay, ocean, etc.

Llsi each unpact separ:uety 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.
GREEK t AtJFQSF_ A G2oSt e20'SELT Aa11 ZOSSI J6
?e TEcT ??A s R L?W2 Q To o,?NFcT 7? oTNE oaQwOlo,J,
To Miijini 7F IrNPALT c.DSS i t( uAS sFT Al' A 90°
AL)GkE.
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
htti)://h2o.enr.state.ne.us/ncwctlands/strm.p,ide.html.
1: Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation 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.
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 (federaUstatc) 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
rf 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 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Suppl Buffer Requirements), or other (please identify ?v Eus C_ )?
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'
(square ) IrWact
feet

Multiplier

NEtig Require on
1 Gv F 3
2 Sao sF 1.5
Total
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zonc 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 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.
FX? ttl., PROPS 'f / ? S ?nD DF",?(? PQoP? S ? ? LOTS "? t3 "
6 (16- IS 6-09'ei'Q L/ ? eo. _,57nFf1LjATrf F G rmo
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.
SFPTic-
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 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).
;2
?? Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
15 13 ( 1 !1 r
13 IO"S
MIN. FINISHED FLOOR=1 ?q 1
3 w ELEV - 285.98 R stt rt+61.3o L-4 0
' e - t3ao' CB 4 °o°p
a R - 700.D00' "a
_ T - 157.49'
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7
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N rDWp 1
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BACKWA. R EASM-T a
ELEV e 246.04
I n
FILL LINE
PLAN VIEW FOR L-4
P'A STA - 11+00
PM CLEV - 319.75
AA - -4.00
K - 3600
PM STA - 13+42
PM M - 2a7.a7
A.0. - 11.00
K - 3600
Maw %C
yu-
16
MIN. FINISHED Fl
ELEV = 288.(
PIA STA - 16+74.9'
PM E1LV - 304.37
A.1L - 2.25
K -4369
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ROBERT L. FISH
- Boo Page 415
N 0688.02-96-7962
ZONED: R-30
` RESIDENTIAL
100 YEAR
B 6 BACKWATER EASM'T
/ELEV = 286.04
? _!:
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FLOOE
SOIL
SOILS
FINAL
REQUI
REVIEW
TYPI CA
B#5 L.F. DF STREAM 136
INTERIOR BUFFER AREA 6600 SF
EXTERIOR BUFFER AREA 3000 SF
•
•
' EROSI N CONTROL NOTES:
ORK AND MATERIALS SHALL CON
WAK COUNTY STANDARDS AND SPEC
SEDIMENT LADEN RUNOFF SHALL L
ALL S DIMENT LADEN RUNOFF SHALL
DS AN EROSION CONTROL DEV,
LEAVING SITE.
EQ UI RED PERMITS SHALL BE OB
TWr- TAPT ll? r`OAnlAl/`
CB#
IS?FLO
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LAKE WHEELER QUADRANGLE
NORTH CAROLINA-WAKE CO.
MINUTE SERIES (TOPOGRAPHIC)
NW/4 GARNER 15' GUADRANGLE?
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SCALE 1:24000
1 MILE
DWQ# 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 blank stabilization on the site plan.
? Please show all wetland impa is including fill slopes on the site plan.
1-I ,11?ti t ;S (t? o'er"
???}• Pie, a indicate all buffer impact on the site plan. ` ` `}. ? V. ?7?T U. -
? p ease indicate?roposed lot layout as overlays on the Site plan. \\
Please, Indicate the ?ocati of the protected buffers^as overlays op le site plait.
c?? c)C ???u'?k{(11
? Please locate all isolated or non-isolated wetlands, streams ahd 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. V
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. "
Avoidance and/or Minimization Not Provided
y ?_} es no appear to a nec IeMe-eliminatctha-_ .oLpMyLd one -
f?'+ tnformaion- rte-whyiHsnecessar?or-tms-project
lC 1J`Vr le
S`?j" V, \ Ilk' )aC C, J_t" )'I q
? This Office believes that the labeled on the plans as 1 an be moved or reconfigured to avoid the impacts Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
-ocOmpcnss mitigation is required or this project. ease provide a compensatory nu ga of pan
plmrmuy e requirements in 15 A anmus e appro na a €-impacts-proposed-
\ ? t?
? Sir"' ,A" a_ ?, c?.- ?p \-,-, Q
? Please indicate which 44 Permit the USACE would usi?o authorise this proje`et. i JCL
1
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I
DWQ# azi I 4 Date Who Reviewed: ,S
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. !
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adslitiodal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as
. . Please revise the plans to avoid the impacts.
can be moved or reconfigured to avoid the impacts to the
? This Office believes that the labeled on the plans as
Please revise the plans to minimize the impacts.
can be moved or reconfigured to minimize the impacts to the
? 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.
Ever
olu
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NC DENR DIVISION OF WATER QUALITY
WETLANDS/401 UNIT
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650
+ 1
Illlliillih
7004 1160 0002 2706 6899
0 A ? Il1SUFFICIENT ADDRESS
C ? A
110 SUCH TTEMPTED NOT KNOWN ? OTHER
1
S ? NOT DELIVERABLE AS ADDRESSED
- UNABLE TO FORLVARD

?'- - "'' i i^?`1.?--}m.k?.,x,.? y ..?.....,-?.. -r. +... _' ? 1-r?.--?•'#..f.,...4??} ? k ?? ?4 I?T.1 I I 1 I 1 1 I i? 1 1 1 1 I 1 I? `_ .
"? I a+.1 •.? i6b?p?9'??, • ,X.?'` ^? ?? ",,,;?3?'?M???p?'1«w ,?Agcy?d'?ri t °??? i?l?`+i?'+.,? ..
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Alta ° "ahis card to the back of the mailpiece,
or o he front if space permits.
1. ArtlcWAddressed to:
Kirk Leone
5832 Carriage Farm Road
Raleigh, NC 27603
DWQ# 044- Wake
A. Signature
X ? Agent
? Addressee
B. Received by (Printed Name) C. Date of Delivery
I
D. Is delivery address different from item 17 ? Yes
If YES, enter delivery address below: ? No
I
I
I
i
3. Service Type
Certified Mail. ? Express Mail
? Registered I%- Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7004 1160 0222 2706 6899
(transfer from service lab '
PS Fnrm AR11 - Fahn iarv 9nnd nnmactic Return RPnPint in9FaF n9_r
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
_ ; . _ _ _
A STORAGE STORAGE BASIN SIZE WEIR STORM SEWER « PIPE CHART CUSTOM DRAINAGE DENUpEO ARE Dlssllssl Ar cNCN
RE UIRED PROVIDED W x L x 0 LENGTH N NVERT SI-ZE BASIN AREA (Ac.) AC. Q PIPE TYPE DRAIN 025 LENGTH SLOPE I VERT I
0.42 0,42 762 CF 1,152 CF 12~x24~x5~ 10~ CFS FEET ~ IN OUT LENGTH WIDTH D50 LINING CB ~4 62 CF F 1 ~ 4~xS~ 10~ Ac FT FT THICKNESS
CB 1y5 0.53 0.53 9 1,152 C Z~C2 ~ ,,1~ PIPE F 72"CMP 240 J24 100 LO 370.0 378.0 18.0' 80,0' 23 24' CUSS 2 ~ j N/F N/F ~ ~
C9 ~j6 1.58 1,25 2,868 CF 3,200 CF 30 x40 xS 10~ PIPE G 72'CMN 240 324 100 1.0 37^,0 378,0 18.0' 80.0' 23" 24" CLASS 2 0.49 ,49 890 CF 1,152 CF 12x24 x5 56 PIPE H 72'CMP 240 324 100 1.0 370,0 378,0 18.0' 80.0' 23' 24" CUSS 2 N B ROWN 8 ROWN ~ /
CB y7 0 i B. 117 Pa e 9 ~ N p6 .02-98- 117 Page1147 i HATCH AREA DENOTES FLOOD HAZARD SOIL ~ ~ / ~ , AS PER WAKE COUNTY SOIL SURVEY
. / ; INSPECT BASINS AFTER EACH RAINFALL OCCURANCE ~ N D: -30 p6 .02-98 0948 - ~ ~ ~ D: 30
BASINS ARE TO BE CLEANED AS NEEDED C VALUE Q (CFS) I(FLUSH) FACTOR LEVEL SPREADER ' R LA LA 1 NorE~ oQ
' A LENGTH DEPTH INCLUDES 1 FREEBO RD Gg I ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE ~ ~ / ~ \ BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER r, MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY ~
G6 ,0,80 0.21 1 13 3 - . 7 1 13 4' _ ENVIRONMENTAL SERVICES,IHE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR cv SITE AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQiJIREMENTS ARE MET, J
C6 ii S O.SO 0 2 r ~ ~ I TEMPORARY MATTING SCHEDULE JUTE 0.50 0.63 1 13 9 ~ ~.._TEMPO A .J V7 ~ ERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT 5TRUCIURES IN 1HE J O AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT ~ S ROAD Q
C6 ~ ,050 0.25 1 13 4 - O ~ AGENCY (FEMA) 100 YEAR fL00D ZONES UNTIL A FLOOD SNDY i5 APPROVED 8Y (v O ' Q J,, WAKE COUNTY AND OR F,E.M.A, l~
STA, 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA, 16+20 L-4 TURN A O~UND 1 .O 1 +50 RIGHT SIDE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L¦4 b'~ STA. 9 I ___.-~tC 7 1~ ~
I I U W O-
„ ~ I U PERMANENT 6 STONE RIP RAP SCHEDULE .r - ~~ZSO ' O I cn 30--P~Rt~/ATE
CHANNEL DESIGN 0-Z ~ ANNEL DESIGN D- I ^a ~ M - m _ ~ FLOOD SOILS SHOWN AS PER COMBINATION OF WAKE COUNTY ~
STA. 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 CHANNEL DESIGN D-1 HIGHWAY METHOD TROD ~ W STA, 11+25 RIGHT SIDE L 4 TO STA. 16+20 L-4 HIGHWAY METHOD D.A. ¦ 7.1 ACRES D.A. ¦ 7,8 5 $ Z.~' ~ ' SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY ~ ~ LLJ ACCESS ESM T ~ (n ~G I~ II SOILS INVESTIGATION BY SOILS SCIENTIST (SEC).
D.A, ¦ 3.4 ACRES 025 ¦ 15,1 CFS Q25 ¦ 15.5 CF ~ ~ 025 ¦ 0.1 CFS USE MANNINGS EQ. USE MANNINGS E0. ` I O 2 I Z
USE MANNINGS EQ. ¦ 3' ~ ~,J V Q. V O W N/F FINAL CERTIFIED FLOOD SOILS TO BE PROVIDED IF
Ld n ¦ .036 311 311 n ,035 3;1 311 n • , 35• • 3c1 x1 SIDE SL 3:1 SIDE SLOPE ¦ 3:1 SIDE SLOPE 3:1 d _ J REQUIRED BY MIKE COUGHLIN OF WAKE COUNTY AFTER k ROBERT L. FISH
~ ' CHANNEL SLOPE ¦ .Ofi CHANNEL SLOE ¦ 4. CHANNEL SLOPE ¦ 5. Ii DEP 0.59' V2 ¦ 5. FPS DEPTH ¦ 0.84' ,V25 ¦ .9 FPS Boo _2~ Pa a 415 REVIEW OF NEW SUBMITTED FLOOD SOIL DESIGNATIONS. - 9
DEPTH ¦ 0.43 V25 4,44 FPS b ¦ 3' NKA MATTI LINE i b ¦ 3' USE ENKA MAT1$dG UN ,r 'PrN 0688.02-96-7962 _ VICINITY MAP ZONED: R-30
N 1 USE ENKA MATTING LINER T¦YDS 82.4((0,5 .05 ¦ .8 PSFj' ) 4 ~ ~ '-rte' T-YDS DZ. .43).08 ¦ LJ PSF l;NKA MAT a,n r T~YDS 62.^0,84 ~~n ¦G , 1 ~ RFSInF T1 N.T.S. ~ )
1 tNkA MASQ • e.u rah T ( ) ( k M r r ~ (:uL L UN ( ) , uLul~uL & U ITA H 1 LENGTH ¦,,1"SO ~ LENGTk~¦ 150 °C'S - 10 YAK i EXISTING EASEMENT
B.M. 1999 P ge 1730 LENGTH " 160 / ~ - . F ~ ~ ~ PIN 0688.02 7-7409 ~ ----~1'/F` ~ BACKWATER EASM T
EDGAR H, HO S ~ M i ZONED: R- ;r, EDGAR H. HOBBS a , = 6.04 , 16 GRAVEL
RESIDENTI B.M. 1 99 1730 / B.M, 1999. Page.,1730 cn 9 r' ' ~ T LAND ANAGEM T STORMWATER CON RO M EN
N F PIN~~.~2-97-'t 01 ~ 'i .02-87-6 / ~ - ~
~~,6 ZONED: R-30 \ - GEOR & N ZO ED. R-30 VACANT ~ ~ ! ~ U TIONS ~ IMPERI/IOUS CALL LA ~ ~ ' ' 3" ABC 7 STONE
, B,M, 19 Page .1130 VACANL..---"..... _ _ /
PIN 0688. 87 3405 ZONED: 30 - / / TYPICAL PRIVATE ROAD sECTION - A REAGE IN CLUSTER X .15 = 51.87 X .15 = 7.78 ~ no scale TOTAL C / ~ / ( )
VA , / is ~ - 7.78 Ac. X 43560 SF Ac. = 338 919 SF ~ i /
~'7` ~ / o EXISTING 12' PRIVATE ROAD TO HAVE _ = 4 X 0 = 69 200 SF , LINEAR FEET OF STREET X 20 FEET PVMT 3 60 2 ,
c y 2 OF GRAVEL ADDED TO EACH SIDE - 338,919 - 69,200 = 269,719 SF
6 ~ ~ ~ i ~ i ~ 1,0~ uE,R P ~ ~ ~ i
/ ~ 5 , / ~ ~ ~ ~ / ~ ~ ~ ,J ~ / - - 1 WELLS ®2000 SF 269,719 - 2,000= 267,719 SF
/ 1 ~ / / % ' ~ / / l ` - 30' TURN AROUND 267,719 - 2,827= 264,892 SF
N F / , / ~ / ~ / ; i' / ~ ~ ~ / / / i f 'r EROSION CONTROL NOTES: - EASEMENT ROAD 16 X 1086 264 892 - 17 376= 247 516 SF
TONY & SALLY S I#~~' r ~ ~ ' B.M. 1999 Poe 1730 ~ r.~ / ~ I ORK AND MATERIALS SHALL CONFORM TO - DIVIDED BY 38 LOTS ~ 247,516 / 38 = 6,514 SF
g _ ~ / i ~ i / / ' PIN osa8.o 601s / ~ , , , . 2 77 WAK COUNTY STANDARDS AND SPECIFICATIONS.
ZONED: R-30 ~ =t'-. - i i` i 1~ .JVQ...~EDIMENT LADEN RUNOFF SHALL LEAVE SITE.
RESIDENTIAL / ~ / i ~ ~ ~ / f i , I ALL S~'DIMENT LADEN RUNOFF SHALL BE DIVERTED -IMPERVIOUS COVERAGE FOR EACH LOT
~ ~ t DS AN EROSION CONTROL DEVICE PRIOR TO ' IS NOT TO EXCEED 6,500 SF,
-r,`"_ MIN. FI / 7"/ i NIS FLO ~ ' LEAVING SJTE. FLO ~ I P MIT A E OBTAINED PRIOR TO
Te ~ ~ ~ ~ ; ~LEV• 85 ~ ' i / SUITABLE SOIL LINE ~ I - ~,4f~L,..REQURED ER S SH LLB _ ON ANY LOT 30~ IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED 35 THE START OF GR,4DING,
~ / A DELINEATE BY S Z Z ~ DUE TO FIELD CONDITIONS THE LOCATION PLACEMENT WITH STORMWATER MANAGEMENT PROVIDED FOR THE PORTION ABOVE THE
i ~ Q S~ - 15 Q' Q~V , a AND QUANTITY OF EROSION CONTROL DEVICES AND ALLOWABLE WITHOUT STORMWATER MANAGEMENT.
__..DRA(N E w ~ AG STRUCTURES MAY VARY TO BETTER CONFORM _
' - cn , ~ 61 7 s ~ ~ >jACE F~~ .7 s ~ ~ ~ TO FIELD CONDITIONS. F ~
i / / ~ ,-6; 00 , ~ U 0 ~ R HAL BE SEEDED AS SPECIFIED ~ ALL EXPOSED A EAS S L ~ ,
U / / 50 ~ - ' / / A Q 50 ~ WITHIN ,~D DAYS OF FINAL GRADING 20' PAVEMENT; , o Q ~ ~ AL EROSION AND SEDIMENT CONTROL MEASURES e' OL 6 s'
2-A-2) ,k~ vE~ o ~ I- ~ 0 \ ~aA ~ , - i ~ ~s~ ~ CBE INSTALLED IF DEEMED NECESSARY BY ON-SITE 10' ~o' ;s~lUt~
W ' ~ aq1~ / \ ray h~V,N~+d~G`y1(?_NEOF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS. rr. > > ~ sFa,SA / rt/4' PFA U ERPAVE A PHALT
z ~ ! 14 't! Q` ~ ~ ~ P THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE
" 103 sfi ~ _ AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY ~ ~.P~"
Q , - ~ 4 ' ' Ce-~3~- _ 6,500%sf - 'fR CAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING • a,L-DE- secs LESS TMAN aGO FEET 9 ABC uT c THE I TE ~ is ! IN LENGTH SHAD. HAVE A PAVEMENT
' ~ l ~ ~ i = 9 13 SECTION uF' 1tl`
N/F - ~i D , RESIDENTIAL STREETS
N 45 97 s 2 ,72 sf ~ - m 6, 00 sf TYPICAL CROSS SECTION
PIN 0688.02-7 - 1 6, 00 S ~ 6 649 N ~ N TS
_ ~ 0 ~ Q ' ZONED; R 30 - < ~ 0~ ~
~ ~ A Q
10 ; i / ~ _ ~ A ~ _ ~
4 ,397 sf F,y ' , - TAL TRACT SIZE = 37.79 ACRES NOTES.
r _ 6 0 f 11 T 0 s 0 ; - N0. LOTS = 30 -PRESENT LAND USE IS WOODED AND FALLOW.
.F 1 - AVERAGE LOT SIZE = 0.94 ACRES -STREETS WILL HAVE A 50' R/w.
~ , 7 779 f - AREA OF PERMANENT OPEN SPACE = 6..64 AC. -ALL RADII AT STREET INTERSECTIONS ARE 25'
,~00 s '2 0 S,OOsf - PERCENTAGE OF PERMANENT OPEN SPACE - 17.57 -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
~ 6 500 sf ~ a~ ~ ~ ' DEPARTMENT OF TRANSPORTATION STANDARDS
~ - LINEAR FEET OF STREET = 2,606 _ WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL
~ , J~..•. - AREA OF STREETS = 2.99 Ac. -SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
I 1 5 P D i - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
I WITH DURING CONSTRUCTION - ONE FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY.
1 1 2' SF9.SA RAN _ U ERPAI~E ASPHALT
JS' - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING CONSTRUCTION
~ r~I1R .1 - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
B' ABC TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
SECTION A-A 1 ~.j~~ - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
- OTAL TRACT SIZE = 14.08 ACRES ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
SYMMETRICAL CUL-DE-SAC - N0. LOTS = 8 - ONTOUR INTERVAL IS 5' C
WITH NO CURB AND GUTTER ~ , -AVERAGE LOT SIZE = 1,06 ACRES -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
NTS ~ - AREA OF PERMANENT OPEN SPACE = 4,63 AC, DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
_ CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT AFTER PERCENTAGE OF PERMANENT OPEN SPACE = 32.88 '
/ , EXISTING INGRESS ~ EGRESS SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
EASEMENT TO BE EDED ~ e r. -LINEAR FEET OF STREET = 854 _ BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
TO ADJACENT PROP RTY > -~3~~~A OF STREETS = 0.98 AC, -ALL OPEN SPACE WILL BE USED AS CONSERVATION OF NATURAL AREA.
OWNER IN ACCORDANf~E TO SUBDIVISION PLAT , . - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD.
- ONE FLOOD STUDY WILL BE REQUIRED

, ~ POTENTIAL OPEN SPACE TO BE CONVEYED TO A HOME )WNER S
0 UTURE R/W AS OCCATION AND AT LEAST 10 ~ OF THE SITE WILL - S
A R IDENTS DIRECT ACCESS TO -TOTAL TRACT SIZE = 51,87 ACRES BE AVAIL BLE FO RES N~>~ 5 ADDITIONAL AND USE OF THE OPEN SPACE. - N0. LOTS = 38 ~ oo~
/W DEDICATION
r' i - - AVERAGE LOT SIZE = 0.96 ACRES ~~NR. uowuy~ - ~TtANDSq~Yp T R TTY
-AREA OF PERMANENT OPEN SPACE - 11.27 AC. ~ ,~N CARP
\ 100 ,a`` ~,,..~N«...,~~/~ - = 21.73 o . s ~ PERCENTAGE OF PERMANENT OPEN SPACE FE sro ,ti
v 150 ~ 9 OWNER.. ~ - a LINEAR FEET OF STREET = 3460
6. ~7>,~ ~ ~ . sEaL S LL T MBERLAN L.L.C. _ -
LEGEND (190 ~ N 0 M D~ 184 13 AREA OF STREETS - 3.97 Ac. s 22024 f
(1 1 p a„~, " , 61) 6 STONE CHANNEL R SP ~ 25 X50 x6 AVEL A, ` 8216 LAKE WHEELER RD, ~
° w R.P 1 L CONSTRUCTION ~ N ~y OINK > © ALEIGHR N,C. 27603
pD E E 0,73^ N o ¦ RIP RAP ENERGY DISSIPATOR ~ ~ O n n C7 N ~V:3i ,70 M ~ ~ ~ ~ ENTRANCE 6 q ~ , .I
1 SILT BASIN CD ~ ~ SHEET 2
~ 19 N } v 'r)) r~ rU] ~ ~ ~,r'
_...i- Tr.~nnn env ~~eTn~in ~ ~ ~ Id le°`~ CTRW~RT_PRn~TnR ~!?nsinrv rnlUrRni PI dN FnR
.ter rL'mrvrN„r, PAM iuvu I 1 ! I I I I t I t t i r i NAP v16.TTFSINI I rwvivi% &motvvrvrv v~rrrr1v~ , -1"I , -
-m - ENKA MAT w KENSINGTON MEADOWS ENGINEERING and SURVEYING
STORM SEWER PIPE NSTRUCTION PIN 0688.02-85-4871 °0 SALE 319 CHAPANOKE ROAD -RANKS POINTE
EENTRANCE x50 x6 GRAVEL B.M. 1999 Pa9e 1730 GRAPHIC SCALE ZONED: R-30 ' ° S0 t0° soo 200 4W RALEIGH, NC 27603 (A CLUSTER SUBDIVISION) TEL. [phone] FAX [phone]
DIVERSION DITCH RESIDENTIAL
GRAVEL CONSTRUCTION ENTRANCE DATE 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
( IN FEET ) SCALE 1"=100' DRAWN BY WAKE COUNTY OWNER
-w - SILT FENCE 1 inch - 100 ft ft. DWG. NO.
LIMITS OF DISTURBANCE TO TA L DENUDED- A REA ~ 4-3 A C• REVISIONS ZONED R-30 P.I.N. 0688.02-86-7771

- _.s. _
n 1 r, ~
I 4
, OPEN SPACE TO BE CONVEYED TO A HOMEOWNER S - y
~ , T of w ~ THE SITE WIL ~ . AvEMENT ASSOCIATION AND AT LEAST 10 ~ OF qq
/ HJ?TCH AREA DENOTES F100D HAZARD SOIL 8...• ~ ' ~ / As PER wAKE couHrr sal wRVEY t to-- BE AVAILABLE FOR RESIDENTS. DIRECT ACCESS TO i
t t/i• I-z PACE. I ~
r+~ r AND USE OF THE OPEN S ~ N ~ . ~ O
BEFORE ACWIRING A BUILDING PERt11T FOR LOTS MARKED WITH AN THE BUIU)ER ~ P ' , ~ N~ DAAIDN DAVENPORT MAGNETIC ~
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY P 8~ ABC ti YOR ~ ~ ENNRONMENTAL SERVICES.TFIE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVE ,ti CUT - IQ UIREMENTS ARE MET. ~ /Q~` ',.Book 09642 Pag• 2516 0 Q \ ~ PN1,06e8-79-1221
A APPR RIATE MUST CERTIFY THAT ALL FLOOD HAZARD REO ~ 0 ~ \ (5 OP J TRUCTURES IN THE FLL i!~'/ 'Y,- THERE SHALL BE NO FlWNG OR THE EREC110N OF PERMANENTS ~T ~ W SITE I
GENCY MANAGEMENT ro ' ` ~ , AREAS OF WAKE COUNTY FLG10D HAZIJZD SOILS OR FEDERAL DY ~ PROVED BY / AGENCY FEMA 1O0 YEAR FLDOD ZONES UNlll A FLOOD STU RESIDENTIAL STREETS w ~ J
W NTT AND OR F.E.MII.J?. s AKE COU ~ TYPICAL CROSS SECTION 0 S o, ~ p ~ ~ KS ROAD
NTS (~y~' N \ ~ W o
V ~ \ x; i 2
A PER COMBINATION OF WAKE COUNTY ~ / ~ FLOOD SOILS SHOWN S t ~ \ ~ \ ~ ~ 3
SOIL SURVEY AND ADJIUSTED WITH TOPO AND PRELIMINARY I,, ; ~ , ~ \ Q o . ~ ~ ~ i
SOIL5 INVESTIGATION BY SOILS SgENT1ST (SEC). ; , I ~ ~ / , r •n ~ K m i ~ ~ ~ 1
~ , TO BE PROVIDED IF PW o6e~7o- ZONED: ND Z
FINAL CERTIFIED FLOOD SOILS i ~ } ~ ~ / REQUIRED BY MIKE CaJGHUN OF WAKE COUNTY AFTER t i ~ l ~ / COYMERIGAI ~ - Z
ITTED FLOOD 5~l DESIGNATIONS. t f ~ ~ ~ I ' i; I ~ \ ' ~ M ~ s REVIEW OF NEW SU8 ^ ~ I ~ \ ~ ~ ~1,`I ;'111 ~ % ! ~ v p ` H/F ` i d , ~ ~ i i , \ Q ~ ` /
I \ ' %r , . s KAY ADAMS ADCOp(.~~ \ , i / ' i ' - ~ S o Book 02138 P e ODDS ~ Mgr / / m ~ r ~
_ - iY, . , , N PIN~O6D&-18-323~,,? _ ~ ~ • \ ~ ~ , ~ ZONED: R~ L(;U~ ~ , \ , ' i;,L!i:, 1 ~ / / ~ :~X,,,~ I INITY MAP
~ ~ RESIDENTIAL, / / K ~ i60`+E115E nwr'~PeRIANIaI~ • x : • i - MEASURED S9' FA011 f7lEDf, i ,!T/~(/ 'c/ : VC
_ ~ _ 6ANKON BDTN SDES ,'/!Y, \ /Ii /i/;i, / ~ , N.T.S.)
J r,.. • , l ' ~ , . , ~ j , is ~ ' ; .111 ' ; .i` N F ; ~ ~ \ \ CJ r ~ ~ I
V I k I \ I l ~ ii'' t A ~ ~ \ 1 I ~ 1 W ADDITIONAL NOTES. cula6tA WER AND LIGHT ~
1 ~ soak oeeeo~ 1oz3 . ~ -SITE TRIANGLES CAN BE MET AT INTERSECTIONS
_ I ' -----(7' ; ~--a T .d r ~EORGE k BONITA dA9ERSTON - ~ PIN 0669-70-e0tr~, t - -LOCATION OF ROADWAY AT LOTS 53/54 WOULD NOT ,may ~ - -
------1' I I _ B./A.~999-*6q~r,1730 ~ _ ~ 17 l r / , t c PIN 0688.02-77-740D ~ ~ ~ ~ i'` ~ '
• x I-. I ' , . » ~ "'';^"6" ~---5-~-, ZONED: R-30 ~ ~ tv ;s ~ I I ~ ~ j i ~ f i 5 RESIDENTUIL ,5, - ALLEVIATE LONG CUL-DE-SACS. ALLEVIAI]ON WOULD ~ ~ 'I ~ ~ l ~ ~ , ti ~ ~ ~ r ~ ~ 4 TO EXISTING PARCELS FOR
$a„ ; rn" r X y+l I ~ ~ , \ > . ~ ~-----1 I l ~ is ~ D II i w . 1 I ` Y \ \ 1 \ I p `I I y r 0 ! I ~ ~ ONLY COME FROM STUBS ~ ~ ~ ~
' ' a: ppgg r•. ~ FUT RE DEVELOPMENT. ~ - 111E NLIGI ILiUFt1100D RECREATION REQUIRCMCN T Wll l I it
416. ~ , y- ? „ h' ~ n• ,,.d ~ ' ~ ~ \ ~ ~ . 1..-..._. !~U ,l ~ ~ I ~ I l - 1_ \ \ ~ ~ ~ MET WITH A FEE IN LIEU.
~ ~ i _`-'-"I 1 A.•°"-"o,,,~ ''4y ~ i t 1 1 ~ \ ~ 11 I , l \ ~I ~ ~/I 1 ~,t ~ ~ '
T~ \ I I~~.I~' li f t' \ \ i '.t+ i \ j 100• NEIISE AI+FR R~ARfiW BIIFFFR na` I ~ - t ~ ~ i 1 l ,I ~ fT1011 O'tlFX / w2~-*- N f ~ r °C 1 \ ~ -
mss' ~ \ , , I~ ' ~ r / - f; ; w+CaN eo1N soEs r ~ . L..l., \ . , ,
1;,- ;•rd . ~ \ , . ~ $EORCE k'9QifTA-CtlEBERSTON r ; ; ~ - ~4
I' _ ~ B.M. 1999 Poq~ 1730 r _ . PIN 0688.02-87-3405 t'~ r----. ~ a ~ ZONED: R-30 I. ~ I ~%'yl ~ _ _
l CPiC~1TtAN9A~940N . \ ` Q
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- ? t ~ \ ~ ti r .EDGAR H. H w I ` % I ~ r. - , - B.Y. 11999 17 ~ i i j \ a .J i / i Y1~/ O \ I , N ~ a ~ ~ J a ~ RIYEII RFARJJI '
/ i 5 1 ~ a 1 PIN 02x87-64/~. , ,t / • ZONES: R ~ ~ r } ! _ III •w.,1f \ N \ ! I r~~_.-- / ,
I•I II ~ Y/ N'.e' \ { ~l '~1 I / I ~ 11 ! \ 1.1 , II f 1: PRCk''SSn , I a 3 ~ A 1 ~ ~ _ \v ~5 ~ ~ ~ , I 1, ~ /
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I ~ ' I ~ ~ r, I ``V~ / ~ m s \ w ~ ~ ' ~ / ~ % -
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~ _ \ , ? P1a -~9r-1sol 1 ~ coN TRUCTKw ~ rt' 'er. 3; . ZONED: =30 EASE)IQ1T ~ ~I, % . ~ ~ PIN 06e9-e0-9616 -
- ._,t ~ ~ - W OD E
- I ~ TETIPORARY'' 0 , S.IIN, f ~ / - /
~ /
~ t 'I 1 I ~ +
it i~,~---~ III r r \ 1 r ~ tc ~ ~ 1 ,I ~ >J. 7 1 r , ~ 1 j , t I ~ ~ \ i ; _ I +
I ~ 1 II ~ rDe j 4 . ~ ` ~ ~ ¦ ~ 16c ~uac,e?a Npl~W ~ + ~ 1, ~ \ ~s,Am~sac FAOY~91F711
~~7LJ I I' i u L ~i ; ~ r, ~ y __._;.-..-~T li ~ ~ I y ~ ~ i' ~ G q~ ~Yt}wl AL11E I2'.f~000 if. 2y,000 ii $1 ~~~i { I: i ~ ~ , ~ooo O TEI1PORl TEMPORARY ~ 1 w ~ , t i" \ ~
/I~'IJ a ~~T\.r 'I ~C1:,.f N5" 4 ~li ,eJ.~}~ ~ T w 1 1 ~ > ~
O 1 ! I I II o V w ~ yr d~S ~p /J'~1 • ~N. \ ~ O' aJ ~~l I , .~2 li.;ll y~ o~ I 4k~ J \ 1 s nC T-'~ ° ~ r ,oa NEU1E RIVER. RPARIAN- 1
'I ;•Y.i , r I\ ~ k' w F'c. Alin. ~ \ ,,e 1 ~ 1 ~~4 •"P1~~r~W ~ ~ \ I 6ANK,016~0711.~. i ~ u, ~ Y ~~yy
is i,; ,,t . ' ? ' ~ i r_ • \ \ ~ \ 1e Si. ~ `yrfL ~ / / 53 4 ~ , O ~ V`~ 4 ~ ~ \ r BENJAItlN SLAUGHTER 4100 SFC' CONSTRUCnON ~ . ~ ` \ ~;EASdAENT~ ook 08374 Pog• 2775
N~ 5 PRIVISTE ~ '4l~ ~ 1 ~ ` / i ~ ' / 0689-91-6429 i ~ ~ / ~ ~ f ~ ~ / R-30
Ste. ' ` ' a. 1 , I ~ ~ 4 ~ I I' ' ~ 100r ~VOt•'IIP I I I 14. Sl. 20 O ' 74 !
t ~ ~ 1 , , I , °21 W , ~ , ~ nas9 ~ > ~ ~ 1d11 I I r ; 25 6'X6• TEE r55OIIBll / 0 1 \ ~ ~ ~ ` ~i rte. I 1 I ~ ~ Asso+9LY I i i I ~
is + I I I W N ~ / i t r I I p I 27,993 w/4AEJN' r , 1/ I ,t I I flit 1 \ 1 I 26 W/4A9JN ALVE i / 1 / ~ .
NOTES. / I I t 0 ~ ! M 19 j u JI ~ I ~ I ~ - ; ~ + / ~ J. r d / 470 Sf. ~ r i I ~
/ i I 1 ~b.°1 u. r i IS WOODED AND FALLOW. ~ / ~ - PRESENT LAND USE / ~ ~ r ~ 2587 aN 5 ~ ' , 27 i ~ r ~ \ ` / t ~ ~ j i
1 \ -STREETS WILL HAVE A 50 R/W. ~ o2~9a- r ~ I zouE~ R- I i .m u. sa I I I \ 1 0 ~ 44,492 sf ~ 1 ~ ~
- T INTERSECTIONS ARE 25 I ALL RADII AT STREE j / ~ I 1 ~ t , ~ \ t ,
INA 1e _ CONSTRUCTED TO NORTH CAROL ~ f u ALL STREETS WILL BE PUBLIC AND I I u. 5 ~ 4D ,96 u. - y A~~Y WOODSI U ~ i / ~ q - -
ANSPORTATION STANDARDS ~ 1 \ 6°1 ~ DEPARTMENT OF TR I I, 1 i ~ r waif 1 ~D WJ6~NEl ~ \ '!:i ~ ~ SF. ~ N j ~ / ~ /
- WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL ' ; } ~ ~ ; w r Y ~ u. ~ sr. SYSTEMS. r ' ~ ' \ I n 41 N 1 ~ HQRA ~ S ~ / 0~ ~ 2 01b0 + / ~
N IST OF INDIVIDUAL SEPTIC ~ , 0 ~,M7 ~ - SEWER SYSTEM WILL COS J ~ 5 u u. ~ 1 1 1 SI AL ~ ~ / ~
Lt~1TY EROSION CONTROL MEASURES WILL BE COMPLIED / / ~ , I a • u. - ALL WAKE CO ~ 3~ ~ r~ , ~ . N (609) ~ u / ~ ~N
WITH DURING CONSTRUCTION ' I ~ 01 ~ ~ 6LOw - FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY. ~ P pOT ~ 6 ONE S-~„grlrt. I M r i ' 2' BLO B OVERBY O~ Q5 ~j y ~Bl Book 0 96 Pag• 0750 , F &p
COMPLIES WITH ° I ,o _ REGULATIONS WILL BE / 35 l ERAL FLOOD HAZARD , ALL FED ~ q u. ,r ~ PIN 6696-D9-1653 / ) (909); % i ; ? ~,o ~ ~ ZON R-JO /A/f ~ 4
a ~ DURING CONSTRUCTION ESI 11AL 18J11 J6, Sl. .a Book C2T60 ~Po 0242
ALL BE SUBMITTED ' ' w - ALL STATE AN® LOCAL GOVERNMENT APPROVALS SH I u ~ ~ °i LEONE LA G SUBDIVISION PIN oe~o~-491e ~ ~4 2q,4a6 SF ~ W ZONED R-30
T APPROVAL ° TO THE SUBDIVISION OFFICE BEFORE FINAL PLA I I
APS AND ~ ~ u' n,3e9 u. ~ ' - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY M i I ( , 4• T1TY TAKEOFFS. 1 !I 'I. w0 D u ~ ~ ~ j ~ tiq/w~ P.~ I ~ V V / `
SHOULD NOT BE U5E EXTENSIVELY FOR DESIGN OR QUAN I w r ~ I ~ u 37 ~ ~ / I ~ PHILLIP HARRIS ~ ~ ~ ~
- s?. i P CONTOUR INTERVAL IS 5 p ~CU~ , . \ u. \ ; . I ~ e Book 07910 Poq• 047 PIN 0696-09-3233 , 7
-DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS ~ ~ ~ ~ F I ~cti! / 11 LL BE SHOWN ON THE >b01 ~ s 13 ~ ~ 4 OTS AND SHA SU \ ~ O I F ZONED: R-30 OEN11Al ~ ~
DRAINING 4 ACRES OR L / 21.792 u. ~ I ATURAL W N M .ti \
UCTION DRAWINGS AND ON THE FINAL PLAT, AFTER \ TR X467 taNSERYA NAnsAI 1, CONS ct:>~S ~ wu vERIFIEO 3.3 ~ 9 - , ,~R>~ Si-9-A~ D AND HAVE BEEN FIELD 5 , SUCH AREAS CAN BE DETERMINE ; ~ ~ u w 1 ,~ook D7a9r~~ 0223 ~ LEGEND FOR WATER SYSTEM
WAKE COUNTY TAX MAPS. oc R~ '.7 ` - ORMATION TAKEN FROM so' rwa aEU \ ~ SLY RECOPDED ZONI BOUNDARY INF , PHf~698-09- a ZONED; R-30 SJ60 v ~ -
F NATURAL AREA. 6Awc.a 9o1N scES ~ ~ ~ 1`' zs,99a u• z• e~owat• \ RES - ALL OPEN SPACE WILL BE USED AS CONSERVATION 0 , ; ,o ~ , ,,~,,,~r ' sEPnc sal . \ RESDENnu. ~ ATE VALVE :Pnc sal, N ~ -TOTAL TRACT SIZE = 165.47 ACRES ~ PROPOSED G
0 q~., w uuNE vALVE . - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD. _ ~ , urs<~. ~ .~t_ gun ANO -oA` -DAVID'LYNN MOSS '1 n -Book D7343 Pag.0,41 -AREA RETAINED BY OWNER = 112.17 A~.RES D4~ PROPOSED BLOW OFF ASSEMBLY
R UIRED za• l l ~P~°iN° - ONE FLOOD STUDY WILL BE EO aE SPIN 0696-09-4361 ' ZDN~: RaTQ ~ - RACT SIZE TO BE DEVELOPED = 53.3 AGES ff~ PROPOSED CROSS
/ ~ S~ \ w RE8 RESIoENTU4l e;. T
~ N ~ , \ \ We71 91E ~4 ~ 96 AS RECORDED ON ~101f • >60~ - N0. LOTS = 56 ~ PROPOSED TEE CART L~ ~
X108 ~ 1x6 = 1 Oi YAPS 2004, PACEV~' 'Bold X10' ELDOw 91E -Book ae7S0 Pog. ° ~ -AVERAGE LOT SIZE = 0.65 ACRES 00-7223 • _
ONTROt AND MANAGEMENT i ' STORMWATER C , ~ n ZaN~: R ~ - F PERMANENT OPEN SPACE - 10.73 AC. AREA 0
} ~ 9n IMPERVIOUS C~4LCULATIONS , ~10Q'n"L Nb - OF PERMANENT OPEN SPACE = 20.10 PERCENTAGE
„ / , 6 2 -LINEAR FEET OF STREET = 5119
= X .15 = 8.00 ' . _ ,:r , T1lo4AS R, DEAR - T TAL ACREAGE IN CLUSTER X .15 53.3 ~ ~ ~ ~ . ~ ~ . pooh Ipb~~ Pdg1 aao O _ , _ aoeat a WO N~ 1~~0y~1``,c~~ua -AREA OF STREETS = 6.02 Ac.
I :,i i PIN 069e.1e-se9a eook o64 ~yW~R~yDnV.T.~Ne PI~O~g~•~OJiV PIN WiV-1TWJ{ ~
- c. X 43560 S~' Ac. = 348,480 SF ' : ~ . . : , zaNEo- R 3o PIH o19e' 8.00 A _ , , T = 5119 X 20 = 102,380 SF ~ zoHED: R _ FEET PVM ~ i j,, , ZONED: R-30 ` RE9DEN11AL
LINEAR FEET OF STREET X 20 ~ - , , r, RE9DENn y I ; ~ / rb N N
- 348,480 - 102,380 = 246,100 SF 1 N~ i H~ ~ i t PLAN FOR IMINARY PREL
246100 - 2,000= 244,100 SF w 1 J I FUOUAY FAYILY~EIITERPRI u.c FDI GROUP LLC , . , / - r - 1 WELLS ®2000 SF) r Bock 08619 Pog1 2007 Book 08604 PoQi1Jy3 ; ; - i - ~ 1 PIN 0698-17-6820 PW 0698-18-6348 _ ~ /.•;i , ~F ZONED: R-30 ZONED: R-30 ~ ~ STEWART-PROCTOR ' ENGINEERING and SURVEYING
- DIVIDED BY 58 LOTS } 244,100 ~ 56 4,359 ~ ~ / RESIOENnAL / ESIDENTIAL
1 ' ~ OWN OWNER: 319 CHAPANOKE ROAD PHASE 2
R. KIRK LEONE RALEIGH, NC 27606 A CLUSTER SUBDIVISION)
- IMPERVIOUS COVERAGE FOR EACH LOT i GRAPHIC SCALD R. IS NOT TO EXCEED 4,300 SF. 583 no we ~ •m Rn - 30% IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT TEL [phone] FAX [phone] CARRIAGE FARM ROAD
OIL DATE 04-27-04 SURVEYED E' JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA RALEIGH, N.C. 27603
SCALE 1 -200 DRAWN BY: BLM DWG. NO. WAKE COUNTY OWNER R. KIRK LEONE
WITH STORM WATER MANAGEMENT PROVIDED IN FEET > i inch - 200 n REVISIONS: 07-08-04 ZONED R-30 P.I.N. 0688-99-2254

AINAGE D NUDED AREA STORAGE STORAGE BASIN SIZE WEIR O (CFS) I (FLUSH) FACTOR LEVEL SPREADER STORM SEWER -PIPE CHART CUSTOM DR E DISSIPATOR DESIGN
BASIN AREA (Ac. Ac. REQUIRED PROVIDED W x L x D LENGTH LENGTH PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE NG
762 CF CF 12~x24'x5~ 10~ 0.72 1 13 11' SIZE AREA CFS FEET % IN OUT LENGTH WIDTH D50 UNING CB #4 0.42 0.42 1,152 Ac FT FT THICKNESS ;NESS
CB 5 0.53 0.53 962 CF 1,152 CF 12~x24'x5' 10~~ 0.92 1 13 13' PIPE F 84" A.s. 240 32a e4 1.2 2~s.o 26.0 N F r, i,~,
# 2,868 CF 3 200 CF 20x40 x5 10 2.7 1 13 36 PIPE G aa' As. 240 324 64 1:2 2~s.D 2~e.a 5s' 2to' 6" 24" CLASS 1 CB #6 1.58 1.25 , ' 'x5' 0.85 1 13 12' LAIC LASS1 ~%~'ri~~~''~/~ LADE B. BRO N ;/r ~ , ,i;, ; HATCH AREA DENOTES FLOOD HAZARD SOIL
CB #7 0.49 D.49 890 CF 1,152 CF 12 X24 56 PIPES F AND G ARE 12 GAGE WITH HEADWALL D BI I D.BI 1789 Pa 147 ; - ; ~ AS PER WAKE COUNTY SOIL SURVEY
PIPES F AND G WILL BE BURIED 20% OF THEIR DIAMETER. ~ ~ PIN' INSPECT BASINS AFTER EACH RAINFALL OCCURANCE } Z0~ FAR I PIN.0688.02-98- ~~~'°%''%i~'~!~~'~ } ZOt~EO: R-30 ~
_ i ~ i I ~ BASINS ARE TO BE CLEANED AS NEEDED j FAR LAND NOTE: Q M o
- DEPTH INCLUDES 1 FREEBOARD SION CONTROL DEVICE ~ ~ ~ I I _ ~ I ~ BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER ~ ~ } MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN ERO ____m..__.. f ! ENVIRONMENTAL SERVICES,THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR ~U SITE
~ (17 TEMPORARY MATTING SCHEDULE JUTE ~ (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. ~I ~ U~ THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE ~ KS ROAD
''~_TEMPO~ARY ~ J J O AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT ~ Q ~ O AGENCY ~FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY (i,~ Q
I -4 TO BEGIN TURN,'A E~OUND ( ',.,p NING OF PERMANENT MATTING STA. 16+20 L-4 - STA. 17+09 LEFT S DE L i I _.w ".O J~.= " ~ WAKE CO NTY AND/OR F.E,M.A. ~ ~ ~..._~.,.--~rc ~
STA. 19+50 RIGHT SIDE L-4 TO BEGINNING OF 6° STONE LINED CHANNEL STA. 16+20 L-4 ' ~ I , - _ , . ~ I ~ U ~ ~ =.-_u..__.... ~ O
U W~ - , ~Q O
PERMANENT 6 STONE RIP RAP SCHEDULE I - I 1 DESIGN D-2 ~ ~ ~ CHANNEL ANNEL DESIGN D-3 ~ f I ~ M ' --E3' ~ Dp 3Q--PRIVATE SOILS SHOWN AS PER COMBINATION OF WAKE COUNTY ~
STA. 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 CHANNa. DESIGN D- HIGHWAY METHOD `1~1 THOD -Q' rn - ~ FLOOD Q7 h Z ~ ~ SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY 0~ ,c, w ACCESS ESM T I I NTIST sEC . ti
11+25 RIGHT SIDE L-4 T STA. 16+20 L-4 HIGHWAY METHOD = ~ ~ W STA. 0 .4 ACRES D.A. 7.1 ACRES D.A. ¦ 7.8 A S ~ 1 ~ (n D.A. J Q25 = 15.1 CFS Q25 = 15.5 CFS - (n cp I~ II SOILS INVESTIGATION BY SO LS SCE ( )
Q25 ¦ 8.1 CFS USE MANNINGS EQ. USE MANNINGS EQ. = 3' ~ USE MANNINGS EQ. i ~ ''V ~ - l . ~ ~ ~ w.. V O N/F FINAL CERTIFIED FLOOD SOILS TO BE PROVIDED IF
n .035 n ~35 J REQUIRED BY MIKE COUGHLIN OF WAKE COUNTY AFTER G` ROBERT L. FISH SI ATIONS. ' '
J~1 9.0 3:1 n = .035 ~i ~ ~1: STORMWATER CONTRat AND MANAGEMENT SIDE SLOPE = 3;1 SIDE SLOPE = 3;1 SIDE SLOPE = 3:1 O c • CHANNEL SLOPE _ $.0~ CHANNEL SLORE - 4. _ Boo{~..2587- Page 415 REVIEW OF NEW SUBMITTED FLOOD SOIL DE GN
IMPERVIOUS CALCULAnaNS CHANNEL SLOPE = 5.OX DEPTH, = 0.59' V25' = 5.2 FPS DEPTH = 0.64'' V25 = .9 FPS DEPTH ¦ 0.43' V25 = 4.44 FPS b ¦ ~'--.___US@°ENKA MATTING LINE ' b ¦ 3' USE ENKA MATTING LIN - -7 O~oy 'PIN 0688,02 96 962 VICINITY MAP
"f USE ENKA MATTING LINER T=YDS 62.4 0.5 .05 =d1.8 PSF: T,YDS 62.4 0.64''p4 = ~ a ~ ' ZONED: R-30 _ R (N.T.S.)
- TOTAL ACREAGE IN CLUSTER X .15 51.87 X .15 7. T=YDS 62. 0.43).05 ¦ 1.3 PSF ' ¦ T (ENKA MAT)~= 2.0 ~SF T (E1+(KA MAT) = 2~0 PSF ~ ~r~ - ~ - 7.78 AC. X 43560 SF/Ac. = 338,919 SF ~T (ENKA MA 2.0 PSF LENGTH =,150 ~"y LENGTFI`.~ 150' 100 YEAR
_ = F NGTH ¦ 150' - LINEAR FEET OF STREET X 20 FEET PVMT - 3460 X 20 89,200 S ,r N;(F ' ACKWATER EASM T _
- - 719 SF ~ _...--N~ i .,r----.. , 338,919 69,200 269, ~ _ EDGAR H, HOBS ~ t ~ = 6.18 . A FE T OF STREAM 142 LF . ~ LINER E
- 69 719 - 2 000¢ 267 719 SF ~ EDGAR H. HOBBS 1 WELLS ®2000 $F) 2 B.M. 1999 Paga,1730 ~n
- (30 TURN AROUND) 267,719 - 2,827= 264,892 SF ~ B.M. 1999,.1730,' _ 7- ~ N/F PIN,~f~~.~2 9 ?501 ~ WETLAND IMPACT AREA 7,565 SF, 0.17 Ac. _ ~
- EASEMENT ROAD 16 X 1086 264,892 - 17,376= 247,516 SF ~ ,.._...._..a....u.a.~..~'~1'6~.02-87-64$f ' ( ) GEORGa &"1~19P~~6ff~'SSTO`N"'~-' ~w ZONED: R-30 INTERIOR BUFFER AREA ZONE 1 8 370 SF _ ~ ) 0
- ~ 7 516 36 - 6 514 SF ~ ZONED: R-30 VACANT r, (OIVIOFf f1Y 38 LOTS) 24 , / ~ B.M. 190, Page 1730 VACANT- ~ ' , ~ UFFER AREA ZONE 2 501 SF , ~ - r EX TERIOR B ( ) 4,
B# PIN 0688.0 -87-3405 - , ~ LEVEL SPREADER ~ ~ 6
- IMPERVIOUS COVERAGE FOR EACH LOT ZONED:. 30 - , D 6 500 SF. VA IS NOT TO EXCEE ~J i i~ % '
, ~ - ~T.,s ; ; i ~ , ~ / ~ ~ ~ , i . NOTE REGARDING AVOIDANCE AND OR MINIMIZATION.
- 30% IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT - f ~ ~
V THE ' k, t' / ~ ~ WITH STORMWATER MANAGEMENT PROVIDED FOR THE PORTION ABO E ~1 ~ ; - - ' _ ;''1.06, NEUSE RIVERr'gkt~A~R1,~N,;B~F~1~ ; ; ~ ~ ~ ' ALLOWABLE WITHOUT STORMWATER MANAGEMENT. ~ ' ~ -5 ~ R " ~CRB"?~~ , % - ~ r, AS WITH ANY CROSSING, FILL IS NEEDED. THE VERTICAL ~ ~ ~i~fj~i .
' j ~ S,URED, 4~ 6 ~ / ~ % , ~ i % ~ - NT OF THE ROAD CROSSING OVER THE NEUSE ALIGNME
r`/ ~ - BUFFER WAS DESIGNED TO THE LIMITS THAT THE NCDOT ~ ~
N F ~ l ~ i ; ~ ~ ~ / f / . ,
TONY & ALLY SM TH~ - ~ - - ~ ; ' . ' B.M. 1999 Page 1730 % ~ ~ ~ ' , ' i j ,yr , < ~ ~ _ THE AMOUNT / ' ; ; • - F WOULD ALLOW IN ORDER TO MINIMIZED .r, I . ~ , , ~ - -
PIN 0688,02-77-6016 ~ ~ ' ~ ~ / ~ / ~ , T- / -~-t' • - % ~ OF FILL AND STREAM IMPACT. HEADWALL WAS ALSO - • ;1~~ LEVE w
3 - , _ . _ - ZONED: R 0 ~ ~ ~ , ~ , THE ~ " ~w TON THE STREAM. ' IMPAC , ~ , ~ o~n USED TO REDUCE
RESIDENTIAL ~ ~ ~ . ~ ; ~ 7 ~-i ~w
~ / J, A / / / i , ~ , Z ~ ADDITIONALLY, ON PREVIOUS SUMMISSIONS, WETLANDS t iv,~;
r . , ~ ,~~1, ~ ~ ~ ` ~ 'cVf( .,~~~I~I FLO ~ WERE SHOWN THAT WERE NOT IN THE WETLAND IMPACT FLO - ~ , ~ ~
.I' ; ~ ~',i r' ' i ~UI'f9,B~~t" ~glt,~t:I,hiE ~ -~LEV~ 287 ; ' I ~ - a ° ~ %;f,:-~< ~ LEVEL CAUSED SOME CONFUSION AS 37 , , AREA. THIS MAY HAVE
~i' ~i~,%- ,~DE~LI~I 13Y~ S - ~ / ~ ~ r ~ ti ~ , : ; , ~ ~ SPREADER #5 ~ ~ TO THE LENGTH OF THE STREAM IMPACT. THIS HAS / ~
~ ~ i ~ - / DISSIPATOR ~r'~ : ~ _ % BEEN REVISED ON THIS PLAN.
i % \ . / ~ ~ ~ ~ / PAD ~
r ~ ~ DACE 00 ?7 St ~ ~ ",~i//: ~ o /
~r ~ ~ RAL AREA . _ ~ I a ~ - ~ SCALE 1 "~50' J
r ~ 2-A-2 FQ" ! / ~ ~ / ~ ~ 1 'RIGHT OF WAY ~ _ EL`'~'~~rF
~ ! ~ \ ~ ~ ~ 20' PAVEMENT' [ B 6 6' • ASaEMELY I ~ C ,
Lv ~ ~ ; ~ _ _ .~n, ~ ~ P / t 10 10 t ,
~ 14 tii• '"r~r,, J~ ~x j ~ Q' t • ~ ~ 1 1 /2 SF9,5A U~ PERPAVE ASPHALT r ~ 1 t , ~ R. i' .1
- / ~ i ~ / .43,103 s~ ~ t ~ t ~
~ / / ~ CB~3-, _ 6,500 ~sf ~ ~ t •1 ~ • CUL-OE- SACS LESS THAN 500 FEET 8 ABC CUT
f_ t = 9 13 t IPA LENGTH SHALL HAVE A PAVEMENT t FILL SECTION OF 18'
NSF , ~ ~ i ~ D 1
~ s 2~,72~ sf ~ 45,897 _ _ RESIDENTIAL STREETS
6,500 sf ~ 6,00 s PIN 0688.02-76-6491 , LEVEL TYPICAL CROSS SECTION
N ~ Q ZONED: R-30 / / ~ SPRE NTs #4
Q '
Af,~.
~ ~ - 4 397 sf ~ NF NOTES:
` T _ . 6,500 sf 11 0 ,F ` -PRESENT LAND USE IS WOODED AND FALLOW.
12 - STREETS WILL HAVE A 50' R/W.
~ P ~ ' 47 779 sf _ _ . . ~ i ; ~ f - ALL RADII AT STREET INTERSECTIONS ARE 25' WETLANDS LOCATED BY LICENSED SOILS SCIENTIST.
6, 00 s 25,000 sf / I - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
R• I ~ 6 500 sf ~s. ~ ~ ' _ _ DEPARTMENT OF TRANSPORTATION STANDARDS
7 a ~ ~ ~ ~ . - WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL EROSION CONTROL NOTES, _ PTIC YSTEMS.
SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SE S
5 OP D ALL WORK AND MATERIALS SHALL CONFORM TO -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
- , , WAKE COUNTY STANDARDS AND SPECIFICATIONS. WITH DURING CONSTRUCTION NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE. -ONE FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY,
t 1 2" SF9.SA A - C U~ERPAVE ASPHALT /W.~ ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
3S' A A TOWARDS AN EROSION CONTROL DEVICE PRIOR TO DURING CONSTRUCTION
i~~ 'LEAVING SITE. -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
8' ABC l ALL RE UIRED PERMITS SHALL BE OBTAINED PRIOR TO Q TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
/ ~ i SECTION A-A ~ THE START OF GRADING. - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
I DUE TO FIELD CONDITIONS, THE LOCATION, PLACEMENT, SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
SYMMETRICAL CUL-DE-SAC ' AND QUANTITY OF EROSION CONTROL DEVICES AND / -CONTOUR INTERVAL IS 5 DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM _ F A REAS
I WITH NO CURB ANO GUTTER I > DRAINAGE EASEMENTS SHALL BE PROVIDED OR LL A TO FIELD CONDITIONS.
NTS 1 , - i A B SEEDED AS SPECIFIED DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ALL EXPOSED AREAS SH LL E
' ~ ' - i CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER WITHIN 30 DAYS OF FINAL GRADING.
EXISTING INGRESS EGRESS ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED - BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
s EASEMENT TO BE DEEDED ' ' WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION OF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS. -ALL OPEN SPACE WILL BE USED AS CONSERVATION OF NATURAL AREA.
TO ADJACENT PROPERTY THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE, - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD.
OWNER IN ACCORDANCE TO SUBDIVISION PLAT - AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY -ONE FLOOD STUDY WILL BE REQUIRED
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
r' opomauurry~~
' P TENTIAL 4``~~,``N FARO J~~''% O ~ r~ <'r~ UTURE R/W ~,9'
• e
. -TOTAL TRACT SIZE = 51.87 ACRES
' - - 5 ADDITIONAL . , N O. LOTS = 38
r W DEDICATION i / - _ ,~'••.,F AVERAGE LOT SIZE 0.96 ACRES
%,ti''•••-~•~' -AREA OF PERMANENT OPEN SPACE - 11.27 AC.
_ ''4,gFl L. S~,p`0' 1 J DS ~ ; 100 -PERCENTAGE OF PERMANENT OPEN SPACE = 21,73
, i. - 50 0 WN E R
-LINEAR FEET OF STREET = 3460
LEc~tiv~ - (190 ~ i ~o AN i ~ r ~ ~ I; T MBERL L~ AREA OF S I RE~T~~ 3.97 Ac.
I i 184 131 „ I (161) 25 x50 x6 AVEL 8216 LAKE WHEELER RD.
6 STONE CHANNEL o CONSTRUCTION N o ~ N W o RALEIGHR N.C. 27603
~ RIP RAP ENERGY DISSIPATOR ~D (I ~p 0~73A O ^ p N 6 ~ N ~
M N ~ ~ ENTRANCE 1 SHEET 2
SILT BASIN I 19 N
-#IAT- TEMPORARY MATTING ~ r' + N/F STEWART-PROCTOR EROSION CONTROL PLAN FOR
KENSINGTON MEADOWS -~-ENKA MAT u~„~n'„a" r_ce~~~i o ,nnn o....., „z~ C.R.QPNiC ~CAi,F ENGINEERING and SURVEYING
YAI,~'I ~ r~ z~n ~ueonunve onen
cJ nJV AV VI\nrLL 0. M. C!?V r-uyc iw DiDF' R STORM SEWER PIPE CONSTRUCTION PIN 0688.02-85-4871 100 0 50 100 200 % RALEIGH, NC 27603
.moo' ENTRANCE ZONED: R-30 200 400 (A CLUSTER SUBDIVISION) TEL. [phone] FAX [phone]
DIVERSION DITCH RESIDENTIAL
GRAVEL CONSTRUCTION ENTRANCE DATE 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
( IN FEET ) SCALE 1"=100' DRAWN BY WAKE COUNTY OWNER
-ar - SILT FENCE 1 inch - 100 ft. ft. DWG. NO.
C. LIMITS OF DISTURBANCE TOTAL DENUDED AREA ~ • REVISIONS 04-07-05 ZONED R-30 P.I.N. 0688.02-86-7771

100' NEU E V R BUFFER LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
IZE WEIR C VALUE O (CFS) I (FLUSH) FACTOR LEVEL SPREADER CUSTOM DRAINAGE DENUpED AREA STORAGE STORAGE BASIN S STORM SEWER -PIPE CHART PIPES ANO EROSION CONTROL DEVICES MAY VARY
BASIN AREA Ac. Ac. REQUIRED PROVIDED W x L x D LENGTH LENGTH ( ) DISSIPATOR DESIGN TO BETTER CONFORM TO FIELD CONDITIONS. ~_2 PIPE TYPE DRAIN O25 LENGTH SLOPE INVERT INVERT SIZE
.42 0.42 762 CF 1,152 CF 12'x24'x5' 10' 0.50 0.21 1 13 3~ _2 CB ~4 0 C SIZE AREA CFS FEET R IN OUT LENGTH WIDTH D50 LINING
0.53 0.53 962 CF 1,152 CF 12'x24'x5' 10' 0.50 0.27 1 13 4 p A E CLASS I CB ~5 2,868 CF 3 200 CF 20'x40 x5 10' 0.50 0.63 1 13 9 P! STA. 1 CB #6 1,58 1.25 P! STA. 15+52. t5 L-4 Ac FT FT THICKNESS ~ = 26'54'36" PIPE F 84" A.S. 240 324 84 1.2 279.0 278.0
+ . 5 1 13 4' 1 RAP 0 LEVEL D = 26; CB 7 0.49 0.49 890 CF 1,152 CF 12 x24 x5 56 .050 0 2 L V. 286,6 # p SPREADER R = 300 R = 300.00' PIPE G 84" A.S. 240 324 84 t2 vs.o 27e.o 5s' 2~,0' s" z4" CLASS ~ ALL WORK AND MATERIALS SHALL CONFORM TO
l = 71.77' rir~c r nNO o is a~o~ wiTii ~IC~own~~. THE STANDARDS AND SPECIFICATIONS OF THE
INSC'L'CT UA'..IIC, nl II-It CACfi RAINFALL OCCURANCC L = 140, 13 c-1 PREADER ~'0 c = t4o.so' WAKE COUNTY. THE CONTRACTOR PIPES F AND C WILL BE BURIED 20R OF THEIR DIAMETER, SHALL OBTAIN A COPY OF THESE STANDARDS
BASINS ARE TO BE CLEANED AS NEEDED DES 1' FREEBOARD P! STA. 12±61N30 L-4 4 w DEPTH INCLU MIN. FINISHED FLOOR _ # 0 w CB#7 PRIOR TO CONSTRUCTION.
.ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE - ~ - 25'2135 0 4 a ~ ~ ~ ~ ~ ELEV - 287.08 R = ~oaoo' sF
1 W r = 157.49 a 00 ~
r' R L = 309.83' S ~ N,.~ S ~ baa P 1y q .\`p ~ . M AT~MA ~
N ~ O ~ P 8 ~ ~ + ~ 6 X 6 TEE + ,'~m P ~s . ~Wq W ~A F- , 16 00 ~'Mq h
O W/BLOCKING ~ FILL LINE ~'`P`s ' - ~ Op ~ 5 ~g , #4 , , , ~ , 15
u i, ~ r' 00 6 Pvc ~ + ~ , ~1~~
L-4 a rv iZ", CL INTX, STA 10+00 w a ~ ~.~P A ANA C ~ ~
$m~ A~ ;k o` ~ ` STA. 15+70,62 l-3 m [E ~ ',.14 ~ ,,a i 0 OO STE ; ~ ~ . ~ ' i J? N N F r F'~Mq 0 ~ Z ~ 5 ~A ~
" ~1~,~.0`'~ 00 ~ F''MA Y O W ~ N ~q - ~
11+ 6 PVC W L ~ , ~F` , ~ ~m 0 0 ~ ~ '1~`P'i,, ~Mq Z ~ Z N ~A J
/ ~ r 6 + ~q Q J # m ~ m~ ~
D p J WETLANDS LOCATED BY LICENSED SOILS SCIENTIST. " W U Q: ARE HATCHED AREAS LOCATED ~ CO I• WETLAND IMPACT LOCA110NS
POSE ~ . , 1 k 0 PRO E i~~ P w W F 5 o F=
2" MAINLINE ~'~S ro ~ w Q i ~ (n Q' ° BETWEEN THE FlLL UNE ( )MARKINGS. Qw ~ O
TEMPORARY MATTING SCHEDULE JUTE ASSEMBLY ~ ~ ~ ~ ~ ~ ~ AREA OF IMPACTED WETLANDS ~ 0.17 ACRES ~ 7,565 SF
W MAINLINE VALVE mm ~ ~ U ~ PLACE CLASS d aw
5TA, 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA, 16+20 L-4 o RIP RAP TO + RIGHT SIDE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L-4 F 5 ELEV. 286.6 o U STA. 19 50 • ~ 16 OV
~Q ~Q LEV L MIN. FINISHED FLOOR
LEVEL LEV L ANENT 6" STONE RIP RAP SCHEDULE EF PERM SPREADER SP EAD SP EADER ELEV = 288.18
6 6
STA, 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 #5 100 YEAR STA, 11+25 RIGHT SIDE L-4 TO STA. 16+20 L-4 BACKWATER EASM'T LINEAR FEET OF STREAM 142 LF
-4 FOR NVIW PLA ELEV = 286.18 WE LAND IMPACT AREA 7 565 SF 0.17 Ac, T
338 ~ ~ I 338
i _ NTERIOR BUFFER AREA ZONE 1 8 370 SF I ~
I ~ f _ _ 1__.__ ___I _ _-___.I_.________..___.___.. 336 ~r;~~ EXTERIOR BUFFER AREA ZONE 2 4501 SF ~ ~ >
J38 , _ I ' I _ PVI STA a 11+00 I _L_.________._ ---__~_-_____.----__T_____._. . _ _ ---._L__ _ I
PVl ELEV = 319.75 _ ! . . ~ _ _ { r._.__._._ -L_.. - _ _ . ~ 334
334 A.D. _ -4.00 t__ I , ~ ~ I I._... _ K = 30.00 - _ _ I _ _ _ _ i _ _ I _ i.. _ ....L ..-_-_..,__I . I
i 120.00' VC I I ___.._1...._.....__._.._....._._...~....-._.....-_._..._._..._...__..._ _-_-._.._.._.._._.._.....r.._._..___.._..-_.. 332
332 _ i I i L. I I . r ~ I 1 _ I _.__._.__._._..,L_._..._..__._.._...._.~.._...__-..._._._.... ~ ~
I 330
330 o ~ t____._.__._~~____ r._.__. i 1 I I I
I I ~ I ; _..._._________I__.__.__.____~_.__.__.___.. 328 1
328 w . , K- .k..__ t.-_ , ~ U i I 1.___-_. i i I I j j I I > i ~ ~ I _ _ _.r-.._._.. - _ ......t I t___._._._.___ NOTE REGARDING AVOIDANCE AND/OR MINIMIZATION:
m m,_.._.._.~..~._....__...__._ ~ i I I ~ _ ; . r....... _._l_ _ , I . I _ _ . _ ! .~.....---..._...._._..__1-._._._.._..._ . 326
328 , , I ~ I , i I e I I ~ - - _ . . ~ _ _ _ , - _ _ _ - - ~ i
. _ , _ . 1--- . . ~ _ _ 1 I , I ' ~ ~ ~ ~ . _..._I_ _ _ ; _ , ~ 1 . _ . _ . _ ___I_ I N EDED. THE VERTICAL AS WITH ANY CROSSING, FILLS E } 324
324 ~ . _ _ S~ i ~ I i ALIGNMENT OF THE ROAD CROSSING OVER THE NEUSE ____l ~ .
R ~ ~ ' ; __..u.. . 322 BUFFER WAS DESIGNED TO THE LIMITS THAT THE NCDOT
322 ~ _ n. _ _ E _ I . I ' ~ + a ~ I _ , ~ t ~ ~ ~ _..___.---__.;...__--._._.__..___,...._fi...___._-----...__. WOULD ALLOW IN ORDER TO MINIMIZED THE AMOUNT
~ ~ N7 1'~~ lV i I r ~ , I i I { _ __..-.-----__._.a_._.___.._.___.__._'__._.___.__.....-- 32o WA WAS ALSO
- - 320 + w ~ ~ ~ ~ ~ ; I PVI STA = 13+42 ~ i I t I I OF FILL AND STREAM IMPACT. HEAD LL i ~ I _ USED TO REDUCE THE IMPACT ON THE STREAM.
- . _ _ _.I______._._.___~._____.--- - - - a___ _ fi____..._ _ _ w w ~ _ _ r___ _ _ _ - PVI ELEV - 297.97 I N U1 C _.._.._r_..._ PVI STA = 16+74.91..._.__._.._ 318
- . .._._.....-.,_,._._,..r..__.._._.._.. _ r_._ ~ h a ~ _ _ . _ _ _ _ _ A.D. - 11.00 `'s. 318 I - I I
~ _ _ . _ . _.~l _ .i..___._.__..-_ _ . _ , _ _ _ . _ _ . _ _ K = 30,00 - _ _ . L__-._._.._._,..___ + ~ i \ i i ! 330.00' VC t PVI E~EV = 3o4.s3 . ADDITIONALLY, ON PREVIOUS SUMMISSIONS, WETLANDS
L_-__._._...-._~ --.--.I-_._-. - 318 it _ ___----E-- - - - _ _ , -----_i.-_-._.--......_.._.. A.D. = 2.25 316 RE NOT IN THE WETLAND IMPACT WERE SHOWN THAT WE K = 48.89 ~ I
J~ ' ' llo.oo' vc ~"_.1 - - AREA. THIS MAY HAVE CAUSED SOME CONFUSION A -N I - 314
N W i ~ ~ _ _ . _ I so' a w 314 -r I-____ --i - _ - , i I - --T_____~ I NGTH OF THE STREAM IMPACT. TH15 HAS I I TO THE LE
~9 I . _ I I ~ BEEN REVISED ON THIS PLAN.
~ _ . _ __..__,._~_..-_.__.._____r_ U~ERPAVE ASPHALT R~N I I ~ ~ ' r ' - - - - - - - _---r_-.. _ _ 3s' 312 _ i I ~ ~ _ { ~ - 312 _r ~ N ~ W ~ /
T M ~ /V . 310
310 _ _ , I~- t-- ' i , 6' ABC I` f~ I ~..-._._.._._..12.x,1.._ i ~ ~
_ i I------ + ~ I I U> i----~ ~:i--_-_-- ~ - -r------------ U U ~
~ ~ _ _ _ . _ _ I _ ~ r _ _ r I . SECTION A-A 308 _ _ _ _ . ' m t7 _ i 1 _ __.i_ - 308 m I
KV____.._.__. _ _ ~ i._ }__.._.__..-.____-r._. ~ W ` I i I ~ I I _ _ _
_ _ _ - SYMMETRICAL CUL-DE-SAC 7 ~ ! _ _ 308 i . - r-- _ r--------- w 306
. WITH NO CURB AND GUTTER l ___.___-----1---_....---__....-._..._. I - - ---T-------- -
NTS ; , E 304 _ . I
_ , _ --W._._______ ___.w____._.___~.__._._.____._.~__~.__...__.___
~ _ _ ~ I I i i I i ~ ~ . .__._._._._._._I ._.._.__,__.__.__.~._.._....._._.._._.__._.r.....__.__-_._._._.._._:._._..._._.__.__ . 302
' RIGHT OF WAY 302 - r_..__..._.-..__..._., { _ _ .1 ~ ~ I I
8' 20 PA 6 8 I ( ; I ~ I ' CL _ _ 300
300 - _ , _ n 1 1 2 S9.5A _ I_._ L,..__.._._....._ I _ _ i_._._._.____._.._.
I o ~ I I U ERPAVE ASPHALT I I ~ I I _j___._._________~___-_______ __..._._..-__...__.~.,_____________1...._...._____.. 298 I
, 298 _ . . _ _ - Ft P~ i--- ~ t r i I , ER F7 P i ~ ~ .._____.___.._.J,...___.._._..___.-----_y.___.....-_.___... _._i I
~ I ~,P ' B ABC i _ - _ _ - _ _ _ _ _ , I f____}_..__._---__-_-_____.____~_._.._._____.__I_____._______~___._-___-- 296
.1 •CUL-DE- SACS LESS THAN 500 FEET CUT 296 - - _ . _ _ . J ~ I I , I _ . ~ IN LENGTH SHALL HAVE A PAVEMENT r
FILL ~ I i _ _ SECTION OF 18' ~ - . . 294
294 _ _ I o ~ I _ I
RESIDENTIAL STREETS _ _ . _ I 3 I , TYPICAL CROSS SECTION _ D ~ i I 1 , i ___.~_---._____._.i__.__.____.. ! .__.._-._..__.}_.-_____-_..292
292 , I . ~ I
N TS , ~ i I _ J _ I ~ ; _ -TDP_ _OE_HEAOWALL.-_ _ _..__.-r_____.---------L___ I I I -----L__._____.________..____;__._______________~-___------------_._~__..__._..-------.__-. 290
' ELEV. - 289.0 ; T fi I -
____.___._.t__..___._____.__ 2e8
tea . ~ _ _ _ _ ; _ 100 `(EAR BACKWATER _ . _ I ; I
_ _ Y._ . _ . ~ iNV. IN ELEV ~"286.18 _i_ ,I . _ - - ~ __---._._.__..._r....._._..__._..._....._..;__...-__...___.. 286
, 288 _ _ I / I ~ i I i
..____.____----_._r_. .._.i__-__.---_. __.__.__._.___._.____y.______..__ _ - ._2..___84" ALLUMINIZED-----r - ~.___..._..-.---_..__1.__ . . 284
STEEi- f~IP 284 ~ ~S VAR. 6' ' y _ ._I __.__W/__HEADY~ALL _ - ~ ~ i
PAVEMENT HOULDER ~ _ _ . _ ,_.r. _
_ _ f______._ - _ _ _ . _ - INV:-Hd~ Q-~27~fl. ~ 282 WIDTH IDTH ~ I _i ~ - - _w_______ - ti5~' 282 ~ _ _ ; _ _ I 282
i~a•~FT k _ _ _ _ _ - - _ - - 1N~C. QUL_-_.27,0. _ - .t f7 N ~ ~ ~ ~ O 0~1 ,.o1d:YL?i1sUlUU/M,,
OR 16 ' I - _ 80 280 ; _ , _ 1 , I_ I I 280 ~ ~ M M M ~ ~ M •~~/,'rrr M , r? ri
-8,33% _ . 1 _ ~ ~ - • ~ ~ I I
8X . ~ _ _ _ -1.._..._._..._..__.- 278- OR FT ,?s 278 _ . _ . PIPE BURIED 20~~tN--GROUND . _ 1 ~ i - 278 ~ _
_ _ TO __AIaOW FOR _A A11C _UFE-~PASSAGE~"-..--- , . _ _ - i
SHOULDER SECTION 276 'err/ °,`~~ii~~ •,l~
278 - ~__._._._-..__---r- _ Y_.__-_-- 76 I S - - _ yC' P~. ,,~yq~..
DRIVEWAY TURNOUT GRADE _ _ _ - r- - 274 '~iiyp L L. 5~11~~~0 274 r nm n
274 - - _ _ _I ~
GEND _ . _ _ _ . _ _ -.L__..__-....__..-_....._ tE ~ ~ _ _ _ _ i 2 272
I RIP RAP ENERGY ' I ~ _ _ _
_____-_-_..__.T._..-._..____.-... _ ® DISSIPATOR ~ ~ - - ~ - e DATUM! V ~~lo~
SHEET 3
CUSTOM BASIN z7o 00 CB#1
C~ rN MN NN OfO~Q N~ NN ~N Mo r~ c0~ -+aAr- TEMPORARY MATTING ~oN ~N ~`oi N,o "~o o"o~ o`oN o"o~ a`~o~ aro~ o,N rnM STEWART-PROCTOR ROADWAY PLANS FOR
(JUTE LINING) MN ~a ~M r7~ r7M aM a~ cvM aM N~ a~ cvm a,~ N~ ENGINEERING and SURVEYING
-E~- ENKA MAT LINED DITCH M M (-1 322 CHAPANOKE ROAD _ _ _ _
col
- STORM SEWER PIPE LJ RALEIGH, NC 27606 PHASE 2
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+00 TEL. [phone] FAX [phone]
DIVERSION DITCH DATE: 10-18-04 SURVEYED BY JOB
or~oo 6" STONE CHANNEL D DEVELOPER MIDDLE CREEK TOWNSHIP NORTH CAROLINA
VIEW FOR L 4 PROFILE R R. KIRK LEONE SCALE 1"=50' DRAWN BY WAKE COUNTY OWNER: KIRK LEONE DWG. NO.
-sF- SILT FENCE R 2903 CAMPBELL ROAD
R RALEIGH, N.C. 27606 REVISIONS: 04-07-05 LK-BUD ZONED: R-30 P.I.N. 0688-99-2254

CUSTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR Q (CFS) I (FLUSH) FACTOR LEVEL SPREADER STORM SEWER -PIPE CHART DISSIPATOR DESIGN
BASIN AREA (Ac.) Ac. REQUIRED PROVIDED W x L x D LENGTH LENGTH PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE SIZE AREA CFS FEET % IN OUT LENGTH WIDTH : D50 LINING G
CB #4 0.42 0.42 762 CF 1,152 CF 12'x24'x5' 10' 0.72 1 13 11' Ac FT FT THICKNESS IESS
CB #5 0.53 0,53 962 CF 1,152 CF 12'x24'x5' 10' 0.92 1 13 13' PIPE F 84" A.S. 240 32a 84 1.2 27s.D 27e.o CB #6 1.58 1.25 2,868 CF 3,200 CF 20'x40'x5' 10' 2.7 1 13 36' PIPE G 84" A. S. 240 a2a ea t.2 2~s.o 28.0 5s' 2to' s" 24" CLASS 1 Nf , 4SS 1 , f / - /
CB 7 0.49 0.49 890 CF 1,152 CF 12'x24'x5' 56' 0.85 1 13 12' LANE PIPES F AND G ARE 12 GAGE WITH HEADWALL. LANE B. BRO N ~ ` ; ~''~,,,.~,~i,
D. BII PIPES F AND G WILL BE BURIED 20% OF THEIR DIAMETER. ' i I PINT ! 'r' ~ HATCH AREA DENOTES FLOOD HAZARD SOIL D.B' 1789 Pa .147 ~ . ~ -,,/,,;,~~~r,~/ ~ ~ / : , , ~ , AS PER WAKE COUNTY SOIL SURVEY
INSPECT BASINS AFTER EACH RAINFALL OCCURANCE - ~I ~ ~ ZOt~f I PINT 0688.02-98- ~ ~ ~ ~ ~ ZO ED: R-30 a
BASINS ARE TO BE CLEANED AS NEEDED _ ~ ~ ~ FAR~ft DEPTH INCLUDES 1' FREEBOARD I FARMLAND NOTE: Q
I ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE BEFORE AC UIRING A BUILDING PERMIT F R O Q 0 LOTS MARKED WITH AN THE BUILDER ~ MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
I _ i _ _ , _ --____NU...._ ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR cv SITE
TEMPORARY MATTING SCHEDULE JUTE ' ~ s (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET, J ~ ~ THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTJRES IN THE
_ --TErv1PORARY , J STA. 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA. 16+20 L-4 - TURN,~'A OUND ! J ~ - AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT ~ NKS ROAD Q - ~ AGENCY (FEMA) 100 YEAR FLOOD ZONES UNT1L A FLOOD STUDY IS APPROVED BY (U Q
STA. 19+50 RIGHT SIDE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L 4 ~ J.--~ ~ WAKE COUNTY AND/OR F.E.M.A, l~ ~
, i ~ 00 _
„ f~ U ` ~ ` PERMANENT 6 STONE RIP RAP SCHEDULE ~ ~ _ JS ~ . I U w ° : K;
r a~u~Ha oar o-s ~ ~I E~~ cn Do 3Q-~PR~VA TE ~ rn _ ~ FLOOD SOILS SHOWN AS PER COMBINATION OF WAKE COUNTY m
STA: 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 CHANNEL OE~~ON D-t HIGHWAY METHOD - DESIGN D-3 ~ ~ ~ ~ ` ~G THOD STA, 11+25 RIGHT SIDE L-4 TO STA. 16+20 L-4 HIGHWAY MET11oD D.A. = 7.1 ACRES H<vYAh~ t W ' W Z,~ ~ ' SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY ACCESS ESM T
D.A. = 3.4 ACRES D.A. = 7.8 A S T~ I ~ (n ~ ~ Q25 = 15,1 CFS Q25 = 15.5 CFS Q25 = 8.1 CFS ` 1 # ' ~ (n ~ II SOILS INVESTIGATION BY SOILS SCIENTIST (SEC). ~ O~ _
USE MANNINGS EQ. USE MANNINGS EQ. ~ , USE MANNINGS EQ.+~ i . - ~ 8=3 g., ~ O N F INA RTIFI F 0 S T P OVI E IF ~ I F L CE ED L OD SOIL 0 BE R D D
9.0' B ' 3 3t1 9.0' 3t1 n ¦ :035 9.0' ~ 3c 1 r ~ n = .035....... _ REQUIRED BY MIKE COUGHLIN OF WAKE COUNTY AFTER ~ ROBERT L. FISH ~
STORMWATER CONTROL AND bUNAGEMENT ~1 ~i n = .035 SIDE SLOPE = 3:1 r' x1 SIDE SLOPE # 3;1 O SIDE SLOPE = 3;1 CHANNEL SLOPE _ $.0% CHANNEL SLOPE = 4. ~ t Boo 58~ Pa a 415 REVIEW OF NEW SUBMITTED FLOOD SOIL DESIGNATIONS. ~ - 9
IMPERI~IOUS CALCUL4TIONS CHANNEL SLOPE = 5.0% DEPTH. = 0.59' V2~' = 5.2 FPS DEPTH = 0:64'\V25 = .9 FPS DEPTH = 0.43 V25 = 4.44 FPS b ¦ ' ~`_.._ygF ENKA MATTING LINE b ¦ 3' USE ENKA MATTING LIN "PTN 0688.02-96-7962 _ VICINITY MAP
ACREAGE IN CLU .15 = 51.87 X .15 = 7.78 ~ USE ENKA MATTING LINER T=YDS 62.4(0.5 ).05 = .8 PSF, i=YDS 62.4 0:64':p4 = fi. `R a ~ - TOTAL STER X T=YOS 62. 0.43).05 = 1,3 PSF ~ ZONED: R-30 R , (N.T.S )
T (ENKA MAT) - 2.0 F T (ENKA MA = 20 PSF J - 7,78 Ac. X 43560 SF/Ac. = 338,919 SF T (ENKA MA ~ = 2.0 PSF = ~ . - 100 YEAR
. - LINEAR FEET OF STREET X 20 FEET PVMT = 3460 X 20 = 69,200 SF L NGTH - t5f1' LENGTH ~5o LENGTHS.- t5o' - 1 ACKWATER EASM'T
- 338 919 - 69 200 = 269 719 SF - N';(F ' r, r ~ = 6.18 ? ..T ? LINEAR FEET OF STREAM 142 LF
1 WELLS 2000 SF 269,719 - 2,000= 267,719 SF - ~ EDGAR H. HOBS ~ ~ t - ) EDGAR H. HOBBS
- - 2 827= 264 892 SF B.M. 1,999 Page, 1730 v~ ~ (30 TURN AROUND) 267,719 B.M. 1999 1730: _ N/F PIN;-Ci6$~.~2-97-101 ( EASEMENT ROAD 16 X 1086) 264,892 - 17,376- 247,516 SF ,,,.-,~._.w~_.w~,_.~ ,02-87-64,8'1 ~ ; WETLAND IMPACT AREA 7,565 SF, 0.17 Ac. r
GEOR~~., & B0A!•4.IA-6+#VB~RS ; ' ZONED: R-30 " r i ? ,n ~ INTERIOR BUFFER AREA 8,370 SF
- DIVIDED BY 38 LOTS 247,516 / 38 = 6,514 SF ZONED: R-30 ~ VACANT _ ~ ( ) B.M. 199 Pa e 1736 VACA 9 N.T - ~ ~ ~ ~ ¦
- PIN 0688.0?-87- 405 IMPERVIOUS COVERAGE FOR EACH LOT ZONED:.,,R ' 30 _ , - ' ~ ~ ~ : EXTERIOR BUFFER AREA 501 SF i ~ / ? 4, , ~ ~~~',r ~ ' , 1 LEVEL SPREADER ~ ? #6
~.r , ~ , IS NOT TO EXCEED 6,500 SF. VA - ~ >
- y , , / , ~ ;`=OLD I ~ ' / ~ ?
- 30~ IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT ' ~ - r i~ _ ~ , WITH STORMWATER MANAGEMENT PROVIDED FOR THE PORTION ABOVE THE C r ~ ' - ~ ~
Al I nwnnl f wlTl IoUT STQRMWATER MANnGCMCNT, _ 10(1' NEUaC RIVCR RIf~ARI/1N <~UC('En _ ; , ~
,ME;A$URED 54, FR .CREF,kf r ~;~,,4NK;ON ~T .SI ~ / / '~1 ~ / ; ~ ~ •
i ~ ~i i i r i~ % i / i ,r i i •
~ ~ i• ~,lrl TONY & SALLY SM ~,I,, ~`f' . ~ .1~ - ~ -,r ~ ~ ~
g , / ~ B.M. 1999 Pa e 1730 ~ r / ~ a ~ / - . 'r / / ~ ~ X ~ ~ ~ u • l ~
w PIN 0688.02-77-6016 ~ ~ ~ _ ~
ZONED: R-30 . ~ ~ ~ ~ ~ ~ RESIDENTIAL ~ ~ - - ~,c 'r` LEVE w w ~ 1 f o w PREADE
'r ' ' r ~ / r~ / rr~ / ~ I ~ • O~ >w
v f' i i / ~ / r ~ _r r ~ r / - , ~ ? Z ~ ~°i ~ ~ ~ m
- ~ / , - r ; ; , FLO - _ o ~ . ~
r. r r~/ ~ r /i r ~ :'LLE Vii 07 Uk'fAE3 ~~,,~gfL;CIA11, r' ~ ~ 'r ~ ' ~ ~ ~ I o i a ? LEVEL
~ ? o ~ SPREADER #5 -
f ~ ~ , r r ~ r ' 15 ~ / ~ ~ ' r / ~ i r ~ / _ / ~ / / DISSIPATOR o ?
~ i i r ~ / i / , r / l ~ r / r" ..r" , PAD ; ~ o o ` ~ ?
/ -PACE % S~ o0 0 ?
U ~ ~ , ~ AL ARE ~ - ~ - u R A . ~ , ` I ° ~ ? ~ ~ ?
i ~ - r. _ . i 2-A-2 ~ ~ - / ~ ? SCALE 1 =50 ~ 0' RIGHT OF WAY o ,
; , ~ _ 7~ u,L 4~4''C:~ ' " 20' PAVEMENT ~ v i ~ . g' g 6' ~4~.;`>L_ldtii_ ~ ~ CL
y i / ~ / r . j' / / ~ ,3 ~ ~ /
Z ~ r i 14 2i Q' j r'~ ~ f' , r I i r ~ ~ ~ ~ ~ U+•~ PERPAVE ASPHALT
r ~ ~ Q ~ " ~ - - ~ , ~-3,103 s~ , -a PER ~A ~ ~ P~,
y~ w, r , CB#3- _ 6,500 ~ ~sf r ~ ~ ~ ~ 8" ABC ~ !N
/ ~ l _ - ~ ~ Z 9 13 N/F - , ~ 2 ~ CUL-DE- SACS LESS THAN 500 FEET CUT ~ + FILL IN LENGTH SHALL HAVE A PAVEMEIJT
i D / SECTION OF 18' I
% ~ 45,'897 s 2,720 sf Q~ rn RESIDENTIAL STREETS
_ - ~ 6 500 s ~ ~ ~ 6,500 ` sf ~ PIN 0688,02-76 6491 _ N LEVEL A I TYPIC L CROSS SECT ON
ZONED: R-30 , ~ ~ ~ ~ ~ D~: , 3 ~ SPRE NTS
~ . , 4 ~
10 p ~ A ~ ' - - ' ' '~f ~ 0 r l/
i ~ 4 ~H-ef 9,397 sf, F _ ~ N NOTES,
6 500 sf ` 11 T ~ e 0 " "`E 'F - PRESENT LAND USE IS WOODED AND FALLOW.
~ P ~ ~ ` 12 - STREETS WILL HAVE A 50' R/W.
' ` 47 779 sf -ate 6,00 sf 25 000 - ALL RADII AT STREET INTERSECTIONS ARE 25' WETLANDS LOCATED BY LICENSED SOILS SCIENTIST.
R~ ~ , sf _ ~s ~ 6,500 sf , - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
u ~ ~ _ _ ~ ^ew. ' DEPARTMENT OF TRANSPORTATION STANDARDS
i , - WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL
18' 18' 1 ' \ - I NAT I _ EROSION CONTROL NOTES: - SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
°c 5 SOP p o' ALL WORK AND MATERIALS SHALL CONFORM TO -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
1 1 2" SF9.SA ~ ~ WAKE COUNTY STANDARDS AND SPECIFICATIONS, WITH DURING CONSTRUCTION
p U~ERPAVr: ASPHALT A/WI 35 ~ NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE. -ONE FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY. ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
TOWARDS AN EROSION CONTROL DEVICE PRIOR TO DURING CONSTRUCTION
R .1 - r i i~ ~ LEAVING SITE. _ ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
8" ABC ` c I ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
_ r - SECTION A A i ~ ? THE START OF GRADING. _ TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
I ~ DUE TO FIELD CONDITIONS, THE LOCATION, PLACEMENT SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
SYMMETRICAL CUL-DE-SAC f AND QUANTITY OF EROSION CONTROL DEVICES AND ' DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM -CONTOUR INTERVAL IS 5
WITH NO CURB AND GUTTER ~ ' ~ NTS { ~ , - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS TO FIELD CONDITIONS.
= , ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
_ ~ - ~ ~ r' , i i WITHJN 30 DAYS OF FINAL GRADING. CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
EXISTING INGRESS EGRESS SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
EASEMENT TO BE a EDED ~ , TO ADJACENT PROPERTY WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE -BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
OWNER IN ACCORDAN E ~ INSPECTION OF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS. -ALL OPEN SPACE WILL BE USED AS CONSERVATION OF NATURAL AREA. THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE, - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD.
TO SUBDIVISION PLAT AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY -ONE FLOOD STUDY WILL BE REQUIRED
_ ~ PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
a` au„+uu+n, _
r 1 ~ ' POTENTIAL ~o```° V1CAR0~
I , ~ C , ,
1 ~ti • ` 1 -TOTAL TRACT SIZE = 51.87 ACRES AL
p ~'1 p1 , 5 ADDITIONAL _ _ ~,::~2a N0. LOTS - 38
/W DEDICATION g ~;f~.,, AVERAGE LOT SIZE 0.96 ACRES
~N ~q"•••-••• AREA OF PERMANENT OPEN SPACE = 11.27 AC.
' ~ ..._._....wy' . 100 ml L. S~~~N~~
-PERCENTAGE OF PERMANENT OPEN SPACE = 21.73 OWNER. _ ~ 31 05 _ _
<~O~~.t w~ 150 111 LEGEND rn> , , .I , ~ (190 LINEAR FEET OF STREET 3460
~ ~ ~ ' SORRELL TIMBERLAND L.L.C. AREA OF STREETS ~ 3,~7 A~•
' X94 I ~ v 1~1 " °0O°° " ON CHANN L ~ (161) „ 6 ST E E ~ 25 x50 x6 AVEL 8216 LAKE WHEELED RD.
o~ N N W
~ RIP RAP ENERGY DISSIPATOR ~ l0 I ~ ~D 0~73A q ~ CONSTRUCTION (U o I M Ls' ~ ~ ENTRANCE ',.M-~~,, ° ~ o RALEIGHR, N,C. 27603 6
~ 11. SILT BASIN ~ I I r+ ~ ~ ~ ~ ~ I~ , 19 ~
1 ! SHEET 2
TEMPORARY MATTING 1 _ ~Qw~ . NF / STEWART-PROCTOR EROSION CONTROL PLAN FOR
-~-ENKA MAT KENSINGTON MEADOWS ENGINEERING and SURVEYING
25 x50 x6 GRAVEL a~~ ~aoa p,,,,o ~~~n CRAPUTf' ~f:AT.F IT.F ~ _ RdNfC_S PnINTF
- -STORM SEWER PIPE CONSTRUCTION .111 „yam
-110. PIN 0688.02-85-4871 100 0 50 100 200 DIVERSION DITCH ENTRANCE ZONED: R-30 400 RALEIGH, NC 27603 TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION)
RESIDENTIAL
GRAVEL CONSTRUCTION ENTRANCE DATE 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
( IN FEET ) 5 319 CHAPANOKE ROAD ri is v e% ~W 9 v I r v I m- SCALE 1"=100, DRAWN BY WAKE COUNTY OWNER
-SILT FENCE 1 inch = 100 it. DWG. NO.
-LIMITS OF DISTURBANCE TO TA L DENUDED A REA 7 A C. REVISIONS 03-25-05 ZONED R-30 P.I.N. 0688.02-86-7771

100' NEU E V R BUFFER LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
USTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR C VALUE 0 (CFS) I (FLUSH) FACTOR LEVEL SPREADER C STORM SEWER -PIPE CHART DISSIPATOR DESIGN PIPES AND EROSION CONTROL DEVICES MAY VARY
BASIN AREA (Ac.) Ac, REQUIRED PROVIDED W x L x D LENGTH LENGTH PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIZE TO BETTER CONFORM TO FIELD CONDITIONS,
CB 4 0.42 0.42 762 CF 1,152 CF 12'x24'x5' 10' 0.50 0.21 1 13 3~ .53 1 152 C-2 # 962 CF CF 12'x24'x5' 10' 0.50 0.27 1 13 4 CB #5 0.53 0 ~ ~ A E CLASS I ~-2 SIZE AREA CFS FEET % IN OUT LENGTH WIDTH D50 LINING
CB 6 1.58 1.25 2,868 CF 3,200 CF 20x40 x5 10 0.50 0.63 1 13 9 I RAP TO P! STA. 15, P! STA. 15+52.15 1-4 Ac FT FT THICKNESS ~ = 26'54'36» PIPE F 84" A.S. 240 324 84 1.2 279,0 278.0
# 4'x5' .050 0,25 1 13 4' LEVEL ~ = 26'54 CB #7 0.49 0.49 890 CF 1,152 CF 12x2 56 L V. 286.6 •o p SPREADER R = 300.01 R = 300.00' PIPE G 84" A.S. 2ao 324 84 1.2 279.0 278.0 56' 21.0' 6` 24" CLASS 1 ALL WORK AND MATERIALS SHALL CONFORM TO
LEVEL ~ » L 7 T - ~1.n' T = 71.77' PIPES F AND G ARE 12 GAGE W1TH HEADwAU. THE STANDARDS AND SPECIFICATIONS OF THE
AI FALL OCCURANCE # _ L 140.9( INSPECT BASINS AFTER EACH R N 13 c-1 ,o BASINS ARE TO BE CLEANED AS NEEDED PREADER ~ L = 14o.so' WAKE COUNTY. THE CONTRACTOR PIPES F AND G WILL BE BURIED 20X OF THEIR DIAMETER. SHALL OBTAIN A COPY OF THESE STANDARDS
DEPTH INCLUDES 1' FREEBOARD P1 STA, 12±61N30 L-4 4 0 MIN. FINISHED FLOOR # D w CB 7 PRIOR TO CONSTRUCTION,
- 1 ° ALL SEDIMENT LADEN RUNOFF SHALL. BE DIVERTED INTO AN EROSION CONTROL DEVICE D - 252 35 ~3 ELEV = 287.08 R = ~oo.oo' ° F ¦ ¦ ¦
o o S / / pp0o0 T = 157.49 0 / N
R ro L = 309.83' ° N~ 5 M o00 o r-N P ~C s ° oo N ~ O 0 ~ MAT~MA 0.7
P ~ " ~ ~ 'am ~ v 6 X 6 TEE + P ~ ¦ ~ m ~h1q Lr,l ~1Nq ~ _ 16 00 AMA T~
5~ W/BLOCKING ~ FILL LINE F sF~, 00 _ . CB#4 t5 II „
a4 ~ ~ 11 0p 6» P V ~ ~
CL INTR. STA 10+00 L-4 a rN 2 E~ ~ 00 ~ INIZ c w + A ~ a T-MA ~ \ TEA ` 18 ~
vm LAM o STA. 15+70,62 L-3 0 m A~ IPE 1F 00 EI- P ut N ~ ~ ~1A 00 ~ Z ~Mq
STE r_ 6" PV ~rn ~ AMA Y O W N ~1A U
11+0 CWL 00 ~ m ~-4 ~ ~A Z~ 2' N ~1A . J
12 00 #6 SIC 6 + ~A ~ J ~ m ~ m~ _
OPOS ~ PR W p J WETLANDS LOCATED BY LICENSED SOILS SCIENTIST. ~ u W U CL
5 Ep,O 41 F N o w~ ~ m ti WETLAND IMPACT LOCATIONS ARE HATCHED AREAS LOCATED w~ a W]
2" MAINLINE ~ w Q ~ rn (fJ Q p BETWEEN THE FILL LINE ( ~ MARKINGS. Qw ~
PORARY MATTING SCHEDULE JUTE oo N ~ > ~ TEM ASSEMBLY vm ~ ~ , ~ a: ~ AREA OF IMPACTED WETLANDS ¦ 0.17 ACRES ¦ 7,565 SF
W/MAINLINE VALVE m ~ P MANENT MATTING STA. 16+20 L-4 PLACE CLASS a W STA. 17+09 LEFT SIDE L-4 TO BEGINNING OF ER RIP RAP TO aW
STA. 19+50 RIGHT 51DE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L-4 F 5 ELEV, 286.6 O • ~ 16 1 ~U
~Q VL ~
„ LEVEL LEV L PERMANENT 6 STONE RIP RAP SCHEDULE E MIN. FINISHED FLOOR ~P EADER ELEV = 288.18
SPREADER SP EADER 6
. 16+20 L-4 5 6 STA. 11+25 LEFT SIDE L-4 TO STA # 100 YEAR STA. 11+25 RIGHT SIDE L-4 TO STA. 16+20 L-4
- BACKWATER EA~M T 4 N FOR l PLA V1 W
ELEV = 2s6.~a 338 I I ~ ; I 338 I i
_ __I i i C__ , __i___.___.._._____.._ ......_..._._..___..._._..._.,_._._...-___._._._l.__.,___.___.___...
336 _ _ _ _ r._..__ I I -------------------t----._-_------------- 336
I T I ~i PVI STA n 11+00 ! ' i I _.--_--________.I____._____.____}____...__._.__-~----.___._._.._._.
PV9 ELEV = 319.75 ~ i I~ ~ ~ - _ 1-__ _ _ __r I I i ~ _ fi.__-__-_.--.-- 334 __r___-_._----- - _ ~
334 ` -4.00 . _ _ _ AD { ~ ~ I _ K 30,00 , _ _ , 1 _._...-__...__.._ry.___..._.__.._....~....._..__._...__..
i , ~ ~ 120.00 VC _ _ _ _ . ____-.r . __._..L.__..-._.._.____-_._i.. 332 r.. _ r , I __i...__...___.._.___._. . 332
I I I
ry I I ~ 1 i 1 i , 'i3(1
3J0 + I ~ j I I i_ - _ _ I. _ _ _ _ , . _ _ _ _ _.L. _ _ _
328 ~ ~ - I_ - 328 ~
I 1-_ ~ ~ ~ ~ ~ ~ I I r._._... I ( i _ I__ _ _~.___~.~t____ ---T___.. _
i - 326 I .
8 ~ . _ i + I - _-----I--
_ ----------L----- _ ~ - I ° + ~ r--- , I ~ 324
~ 324 t _ _ _ t_ S i I I ~ ' Op ' 9 I ~ a ~ _ _ r _ _r_._...___ _
%P f I O ~ ~ I ~ I ~I 322
322 - _ ___.r~ ~ _ _-Y__.____. _ _ - _ _ __IW _ _ ~ _ _ _ _.1_ __-_._..__._I.-___ J j I j I_ I .1__ t.
P ~ ~ n ro i i , 3 _ _F. __..___._._a_.__..___.._________.._.~_._.__..-_--.._.__.__ i t 320
320 _ _ - - wr ~ -+~'v - ~ ! ~ ~ ~ ~ ~ PVI STA ~ 13+42 ~ I I I C
_ w i.__-___ PVI ELEV - 297.97 _ + - - _ _ _ _ --r-___ _ _ ; w i I PVI STA = 16+74.91 fi___---._._. 1
~~s b N.N. _ A.D. = 11.00 .t 318 M ~a ~ » ~ I I u ut a
~ : ~ . - ...m ._._..1__.___ _ _ . - _ _ . _ - _ K = 30.00 _ . . . . _ _ _ _ . I._._ t____._.._.__._p,~ PVI ELEV = 304.63
a__~I_. i_._ I ~ 330.00 VC _ _ --I - 3 8 ~ - - i r _ - _ , t 1 > - ; I _ A. D. = 2, 25 - - - 316 ~ K = 48.89 _ rn
PNAT - - ~ .w__._. _ _ _ . a--._.- _ __..T _ - ~ _ J ~ ~ t ~ ~ 110.00 VC N 01 i
Vl W I i _ 314 -t I__-- , og I fi ~ - - ---r----- 314 t n M
I , _ . _ _ _ _ _ . . _ _ I_.___._.__..____.~.._.____ . -Y-.. 1 1 /2" SF9.5A R/W I 1 _ . i r.... I ~
UPERPAVE ASPHALT . -..r ____la W _ 312 __k_ - r ~ uMi > w ~ ~
I ~ of ~ _---7----- ~ ~~~t 1 I C + ~ ~ _,.._L.._-_~_ .V ~ _~.c _ ~ I ii I ° ~ - 310
/ ~ 2 ~ tp 310 - - _ _ . . _ - a' ABC I r r I
i - - - - - -----p..~ . - - ~ I- - - - - --I----------- N U 1 ~ I
I- ~ ~ SECTIDN A-A ~ ' 308 _ _ _ _-.t_-- _ _ _ _ _ 1~ a. i m ' ~ ~ 308 i m ~
I i _ _ _.____L___~._-__T_ _I _ , ~ ~ _ ~ _ I w 1--"_-----__ I _ ~______r_-__ _i_ I
r SYMMETRICAL CUL DE SAC _ - 1 ' 308 T - - _ _ - _ - w _ - 306 I
WITH NO CURB AND GUTTER ! - ...I - - - - - - _ - t- - _ _ - _ _ - . - - _ _ . - - - - - - __Y_.._t...____._____-.____._.t-_.-._._.__...._-- t I I
NTS I ~ i - _ _ 304 r r- r ' - 304
- i ~ i
0 RIGHT OF WAY 302 t----°----' _ _ ~ - _ I ~ t I 302
I ~ I 20' PAVEMENT # ' I ~ t r I - - - --__~-1.._-.-----
8' 6 6 i I ~ I------- _..r _ CL ~ ~ ~ _ _ - - - . - - r- - - - r -~-F------ ~ ' t------------ 300
1D 10~ I _ _ . I _ _ _ . _ . _ _ . ; ._.I__.----_ I -.--_-.._.._._..___1_.__.__._-------,-._.___._.____.
rt/4 U ERPAVE ASPHALT ~ ! L. ~ r+~ 298 - _ - - - -{--__.__w. .___--fi ~ 1 i 1 ~--________.___--i---------___t_____----- 298 i ~ ~ I
~ + i _ i __-~____...y.__--_____-- .
~P . . . . . _ _ _ _ . _.._N _ _ _ _._i _T__. ~,P ' 8" ABC I ~ i - _ - _ - - _ _ > - - . _ - _ - +-_---____-_-i------------- 296
"CUL-DE- SACS LE55 THAN 500 FEET CUT 298 --7-- _ _ _ J L. I _--I__.__.__.__ 2 __r___ IN LENGTH SHALL HAVE A PAVEMENT ~ I
FILL SECTION OF 10' I-~-...-----r----_-.__--~--- I ~ __i.__. _I____.. .._.-_T_-.._----- i ' o i I I 1--___._~_._.._.. I -f-------.._. . 294
284 _ __.__~_s _ RE ~ ...__a. SIDENTIAL STREETS ' ~ '
_ _ - - fi i ~ 3 j I TYPICAL CROSS SECTION ' 't' _ i .._I _.__-.____.._-t__._._____.~..._.__.._-_---I-_ 292
10~ ~ _ _ _ - _ _i NTS ~ ~ _ - _ . _ _ . ' - ~
I ~ ~ F~~ TDP OF HEAOWALU. i I ----I---_ 290
200 _ _ _ _ _ - - _ _ - _ - - _ - - t-----__ _ ' I ELEV, - 289.0 Q I I C
_ ~ _ --_i... _ - _....1----------- - - - _ _ I i - - - - fi...------ } i t I I ; I t_.__._._______.___. i i__.____.-____-._ 288
288 -r_-- . _._r__ _ I , _ _ _ - 100 YEAR BACKWATER ~ _ I i____--_-_-___~..-._____r__
_ - _r v____.. _ _ _ ___Y _ - ~--INV: iN _ELEV ~-286.18_._ - _ _ w___ . _ ..--I 286 r.....---------1 -j
_ - _.r. 288 - _i i
- _ I _-1 I _ 2 - 84" ~LLUMINIZED I r---
.r._ - - _.-._._J__.._.... _ - -T - - - _ _ _ . _ _ ---ST~Et PIPFS _.t-----_.__ - 284 _ - _ . - ------------I- _ 284 1 l
VAR, 8' 5' ~ ~ I ~ / I PAVEMENT HOULDER \ f._ _ .
WIDTH IDTH ~ _ _ _ _ . - _ T_ . _ . r__...-__~_____~. ~ MW. MI 2799...•;,-_._..__. ___-.~-----_______282 ktie r~__._-__-, 282 _ - 282
i a __.i_ --r _ . ~ F_ - ; - - ~ I / /Fr ~ _ - - - - - - - - - OR ~t6% I i ' I _ ' - - 280 N1N O~n ~pNp O~
-2.08% +8% _ _ - . _ , _ _ 280 - fi- I I ~i O~ O~ Or N~ ---260 MM MM MM MM CAR 4
__j L_ - I__ - , I~ -8.33% ~ ~ _ r-_ ~ ~ I .Oli°~
i OR ~ ~ 78 ,•/FT ~?SR Z78 . ; _ __t___. _ . _ ~ 9U I 209~_.fN GROUNa ; ._...278 ; ~:.~o 'Q
I ~ i I - - _ . ; __--___r-- ---fi0 _~ALLOW _ FOR ~ A ATiC"-t1 -PASSAGE ; 18+00 r F L = 17+00 S _A =
~ ~ ~ I SHOULDER SECTION 22024 _ 276 ~ ~ "
270 - - - -t--- _ _ - - - - 276 I ; I . ~
DRIVEWAY TURNOUT GRADES _T-__..__ _ _ T_. - - - - _ - --I 274 274 tiq ~
274 - _ 1 r ~q,W~ l . S ~ n
LEGEND _ _ _ _ _ _ a.-_ 272 _ _ ' 272
272 _ _ _ I RIP RAP ENERGY _ ~ ~ o~
® DISSIPATOR - _ 7_ I fi-.-_.... , DATUM ~ 3
SHEET 3
CUSTOM BASIN ~ ~ CB#1
ON rN p'1 r. NN 0>~ N~ oDN NN MO M~ r~ c0~ `tom -~+AT- TEMPORARY MATTING ~o~ NN rc; cvm oo ~r acv ~o ~a ~a ~o ~o STEWART-PROCTOR ROADWAY PLANS FOR
(JUTE LINING) Mh M~ MM MM MM NM N~ N~ NrOj Nr~ NM NM NM ENGINEERING and SURVEYING
-EM- ENKA MAT LINED DITCH
Cpl n 322 CHAPANOKE ROAD
STORM SEWER PIPE U RALEIGH, NC 27606 PHASE 2
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+00 TEL. [phone] FAX [phone]
DIVERSION DITCH
0000 6" STONE CHANNEL DEV DEVELOPER DATE: 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
R. N SILT FENCE PROFILE . R. KIRK LEONE SCALE 110=50' DRAWN BY WAKE COUNTY OWNER: KIRK LEONE
290 CAMPBELL ROAD DWG. N0. 2903
RAL RALEIGH, N.C. 27606 REVISIONS: 03-25-05 LK-BUD ZONED: R-30 P.I.N. 0688-99-2254

CUSTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR C VALUE Q (CFS) I (FLUSH) FACTOR LEVEL SPREADER STORM SEWER -PIPE CHART
D W x L x D LENGTH LENGTH p DISSIPATOR DESIGN BASIN AREA (Ac.) AC. REQUIRED PROVIDE IPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE
CB 4 0.42 0.42 762 CF 1,152 CF 12'x24'x5' 10' 0.50 0.21 1 13 3~ SIZE AREA CFS FEET X IN OUT LENGTH WIDTH D50 LINING Ac , FT FT THICKNESS CB #5 0.53 0.53 962 CF 1,152 CF 12 x24 x5 10 0.50 0,27 1 13 4 PIPE F 64" A.S. 240 32a ea 1.2 v9.o 276.0 ~S
CB #6 1.58 1.25 2,868 CF 3,200 CF 20 x40 x5 10 0.50 0.63 1 13 9 PIPE G 64" A,s. 240 324 84 t.2 279.0 276.0 56' 2t.o' 13° 24" CLASS t ! NSF , 5S 1 ~ ~~i;~i% r;~ ~ ,
CB #7 0.49 0.49 890 CF 1,152 CF 12'x24'x5' S6' .050 0.25 1 13 4' LAME PIPES F AND G ARE 12 GAGE WITH HEADWALL D BIB 1 , LANE 8. BRO N ~ 'i ~ i
PIPES F AND G WILL BE BURIED 20X OF THEIR DIAMETER. ,s°~ ~ / i i PIN' DI D,B~' 1789 PO 147 ~ HATCH AREA DENOTES FLOOD HAZARD SOIL ~ ~ ij ~ ; , AS PER WAKE COUNTY SOIL SURVEY PIN' 0688.02-98-~'~ "
INSPECT BASINS AFTER EACH RAINFALL OCCURANCE ~ i ~ I I ZOt~EC I ZONED: R-30 ~
BASINS ARE TO BE CLEANED AS NEEDED ~ ` I ~ FAR L F ~ ' ~ ~ I M DEPTH INCLUDES 1' REEBOARD _ i ~ , ~ FARMLAND NOTE Q I O
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE ~ - / % ! ~ ' . ~ BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER I MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
/ - I . , I - ' ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR 1v SITE ~ ~ (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
TEMPORARY MATTING SCHEDULE JUTE ` ~ ~ r
_,T~M'P0~ J_ , AR's STA. 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA. 16+20 L-4 TURN,/A OUND ~ `z J O AREAS OFAWAKE COUNTY FLOOD HAZARD SOIOLS OR FEDERALNEMERGENCYRMANAGEMENT , NKS ROAD O ~ w- AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY (V Q
„ STA. 19+50 RIGHT SIDE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L-4 ~ i ~ 1 WAKE COUNTY AND OR F.E,M.A, 1~
p DO W 2
PERMANENT 6" STONE RIP RAP SCHEDULE ~ ~ t I U
~ j ~ ~ ~ ~ cn ~ 30 --~Rf tIATE ~ ~ _ ~ FLOOD SOILS SHOWN AS PER COMBINATION OF WAKE COUNTY m
STA. 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 gi~ya p~q,~ CHANNEL DES~oN D-2 ,~,-°,,,.(+~{,~p~d p~ ~-y, ~ M ' . ~E1~"'~~ STA. 11+25 RIGHT SIDE L-4 TO STA. 16+20 L-4 HIGHWAY METHOD HIGHWAY METHOD i NI~HWR TH00 ~ W Z ~ SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY W ACCESS ESM T
¦ D.A. ¦ 3,4 ACRES Q.A. 7,1 ACRES ; - D,A, ¦ 7.8 S t, ~ ~A: Q25 ¦ 15.1 CFS / Q25 = 15,5 CF ~ I~ ~ II SOILS INVESTIGATION BY SOILS SCIENTIST (SEC). ~
Q25 ¦ 8,1 CFS USE MANNINGS EQ. O USE MANNINGS EQ, ` USE MANNINGS EQ. B ¦ 3~ ! 3~ O a ~
9.0' B ° 3 ~1 9.0 n = ,035 ~ 3~1 9.0' i ~ 03~ ~ O N/F FINAL CERTIFIED FLOOD SOILS TO BE PROVIDED IF Q
3:1 n = ,035 SIDE SLOPE = 3:1 ~ SIDE SLOPE = 3,1 H SIDE SLOPE'! 3:1 O i C ANNEL SLOPE .OR CHANNEL SLOPjE 4. _ w T. ~ -I FISH REQUIRED BY MIKE COUGHLIN OF WAKE COUNTY AFTER ~ ROBERT L. Book_.2583 Pa e 415 REVIEW OF NEW SUBMITTED FLOOD SOIL DESIGNATIONS. - 9
CHANNEL SLOPE = 5.OX D P 0.59' V ' ¦ FP ¦ _ ~ ~ DEPTH ¦ 0,43' V25 = 4,44 FPS E TH, 2~ 5 S DEPTH 0.64 V25 ,9 FPS -PIN 0688.02-96-7962
' b ` 3' ---1~~~~NKA MATTING LINE ~ . USE ENKA MAT~G LIN / ~ . N b ¦4 3'I I USE ENKA MATTING LINER ~ b ,r T=YDS 62.4(0.5 ~,05 ~ .8 PSF/ ; ~"""-i6YDS 62.4 0,64 a04 ¦ `p ~ VICINITY MAP ZONED: R-30
. T=YDS 82.4 0.43).05 = L3 PSF ~ ( ~ - ~ ( _ T (ENKA MAT~~= 2.0 F / T (ENKA MAT) _ ~~0 PSF r " GEORGE & 8 ITA CUL ,ER~TON ,T (ENKA MAT) - 2.o PsF ~ - R (N . T. S.
~ ~ t C NGTH = 150 LENGTH =~0~ ~ LENGTFh.~ 150 ~ - . B.M. 1999 P ge 1730 ~ - 100 YEAR
w , , ~ I e. 7-7409 ~ , ACKWATER EASM'T - _ ~ V=_ 6.18 ~
ZO ED. R- [ - f EDGAR H. HO~S ~ t ~ • •
RESIDENTI~4 EDGAR H. HOBBS ~ r ~ t B.M. 1999 Pa ~ 1730 n r ~ B.M. 1999 1730,r / r ~ 9 ~ ~ r • ~ •
~ ~ i ~ N/F / PINF;~.f~2-97-'h~01 ~ ~ • GEOR & ~~-~6~BERS~~ ~ ZONED. R-30 ZONED: R-30 ~ I ; TREAM
VACANT - ~ -f' B.M, 19 Pa e 1730 ~ LINEAR FEET OF S 142 LF
PIN 0688,-87-3405 ~ v-- ~ ~ ~ ~ CB# w% . J ' ' ~ WETLAND IMPACT AREA 7 565 SF. 0.17 Ac.
T w~ ' ZONED: 30 ~ ` „a ! , , VAC.' ,.i ,i ~ , , , : , : ~ LEVEL SPREADER r 1 •2
.w ~ . - / ' ` ' ~ ~ • `t^ IN R UFFER AREA 70 SF , ~ TERIO B 8,3 ~ ,f ~ / ~ • ~ ~ ~
, - ~ ~ , ~ ~~dd % r ~ , < ~ ~ ~ ~ ~ EXTERIOR BUFFER AREA 4 501 SF
, , ~ ' f~fl~' - ~ ~ r.
, - F ~ ~ ; ~1s,6 4M ' , . ~ i , i , f , ~ r l i , /J ~ ~ '
i ~ , , ~ J i ~ , , w M i
/ / . ' i i ~ i , ?~'.r" ~ ~ r ~ ~ ~ / ~ ~ ~ ter.. ~`1,
TONY & M TH~~~'~ - _ / ; ~ ~ ,~%r ~ ~ i i . SALLY S ,1. ~ ~ ~.,1 f / i~ , i ~ , \ ,X ~
B.M. 1999 Pa e 1730 i i` ~ , ~ r ' i 9 i ,r ~ / , / / ~ ~ / i - , , / / i / PIN 0688.02-77-6016 / ; ~ ~ ~ . D ~ - -
/ i / f ,i i rf /l' l ""7a f"` i % "4 ZONED. R-30 - ,r ~ _ ~ w LEVE ~ ~
_ „ _ _ , RESIDENTIAL ~ ~ PREADE ~ o~n w
~ ~ 1 l~~ / ~ i 1i / i J'~ ~ ~ i i ~ / j f i' r / i / ~ ~ . / r / ~W
~ ~ ~ i i 0~ i - , ; , , 1 , ~i /
~fi~ I~..-~LNI~ FLO i l , i j ~ . r' / J' / / / "'t i r' i ' 1 , DLO 1 ' ~ ~ ~ ~ ~ ~ I p ~ ~
~ - ' , ~ i % ! i ~'fa,~ ~ ~ INS/ ! r~ ' , ~LEV;% 287 J / i i f ~ pp ~ ' o~ ~ LEVEL
/ i i ~ I' ~ I ~ Y D ~ j ~ / a ~ ~ ~~A / l.,/ / I' ~ / i` / i o , ~S ~ ~ ~ PREADER
/ ~ / ~ r r/~ j` ~ DISSIPATOR oo ~ _ PAD a • , ~
~ i ' j/ ~ ~ , ~ , , ~ ~ ~ o o • st' ~
~ / ACE 61 727 sf ; ~ i ~ &;~00 ~ i~l o o • 1
U ~ r RAL AREA f'" ~ ' . % t - / ~ r i r'~ _ j ~ ~ 50' RIGHT OF WAY li ~ / , SCALE 1 50 20' PAVEMENT'
r , ~ ' ~ i'' ~ r' ,k°~~ / ,r ~ r~ / g' 6 6' ~ CL ~ ,
W , - , ~ ~ . . ~:r-~s.~~; ~ 10 10
~ ~ z ,t ~ ~ U~' PER PERPAVE ASPHALT r , 1 ~
1 " !~P
~ i ,103 sf ~ B ABC ~ " CUL-DE- SACS LESS THAN 500 FEET CUT
r ' ~ 7 k ~ _~~Og~~3.. 6 500%'sf f:~ ; / j i ~ r ~ ~ IN LENGTH SHALL HAVE A PAVEMENT / / ; FILL SEC110N OF 18'
9 ~ ~ , N F ~ ~ r I ~ 13 11
/ ~ I ! , .i 7 D ' RESIDENTIAL STREETS
cn 2~ 2b sf 45;97 s ~ / _ - w , ~ , TYPICAL CROSS SECTION
_ ~ - ~ 6, 500 s - 6,500 `'sf ! ~ PIN 0688.02-76 6491 N ~ ~ I LEVEL NTS
ZONED. R-30 ; ~ Oar ~ Q _ 0 ~ 1 SPRE
10 A , ~ _ ~ ~i
~ t ! ~ ~41.A ,
' ~ 4 397 sf I 6E NOTES,
6 X00 sf 11 T y 0 ~ / \ 'F - PRESENT LAND USE IS WOODED AND FALLOW,
' ~ 1' 12 _ ' _ 1. P ~ ww _ 47 779 sf , - STREETS WILL HAVE A 50' R/W.
n„ - ~I 6,00 sf , 25 000 sf ~ - ALL RADII AT STREET INTERSECTIONS ARE 25' WETLANDS LOCATED BY LICENSED SOILS SCIENTIST.
Re / , , ~s. ~ ~ ~ 6 500 sf - ~ , -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
B _.._w,... , r DEPARTMENT OF TRANSPORTATION STANDARDS - WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL
i 18, ~ ' B' ~ EROSION CONTROL NOTESr _ SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
~ _ ~ _ ~ 5 OP D ALL WORK AND MATERIALS SHALL CONFORM TO -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
0' R ~ I I , WAKE COUNTY STANDARDS AND SPECIFICATIONS. WITH DURING CONSTRUCTION
1 1 2" SF9.5A ~ ~ ~ 1 NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE. -ONE FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY.
f ~ U ERPA~E ASPHALT R~% JS' _ ~A F H DIVERTED -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ALL SEDIMENT LADEN RUNOF S ALL BE
p ~ ~ ~ ~ ti TOWARDS AN EROSION CONTROL DEVICE PRIOR TO DURING CONSTRUCTION
_ 8" ABC %'N 'LEAVING SITE. -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
t , SECTION A-A f ALL REQUIRED PERMITS SHALL BE OBTAINED PR10R TD I I I N OFFICE BEFORE FINAL PLAT APPROVAL TO THE SUBD V S 0 THE START OF GRADING.
TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND DUE TO FIELD CONDITIONS THE LOCATION PLACEMENT,
i I r' SYMMETRICAL CUL-DE-SAC I SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. AND QUANTITY OF EROSION CONTROL DEVICES AND
r WITH NO CURB AND GUTTER f , - CONTOUR INTERVAL IS 5 DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
NT5 ' ~ , ~ TO FIELD CONDITIONS.
_ _ , , , ! - , A EDED AS SPECIFIED DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ALL EXPOSED AREAS SH LL BE SE f WITHIN 30 DAYS OF FINAL GRADING. CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
/ i EXISTING INGRESS EGRESS ~ r r ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
EASEMENT TO BE dEEDED WILL BE INSTALLED !F DEEMED NECESSARY BY ON-SITE -BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
TOA P P DJACENT RO ARTY _,I . , P T OF L CAL STATE OR PROJECT ENGINEER OFFICIALS. -ALL OPEN SPACE WILL BE USED AS CONSERVATION OF NATURAL AREA. INS EC ION 0 ,
OWNER IN ACCORDANCE TO SUBDIVISION PLAT ~ ' THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE, - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD.
AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY -ONE FLOOD STUDY WILL BE REQUIRED
`ti. PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.
I ~~,u~~ouaun~r~r~
, H CAR ''`0.;. POTENTIAL Oli
r ~ , s UT R W ~~~,.~oFESSro~..'L r URE / .~9 .f
1 I , _.._w..-v.._ a p ~ t _ _
1 s~AL ~ TOTAL TRACT SIZE - 51.87 ACRES 22024 I
5 ADDITIONAL N0. LOTS = 38 W DEDICATION ~
i I, / F c ~,,N E AVERAGE LOT SIZE 0.96 ACRES ~A P,
PACE = 11.27 AC. -AREA OF PERMANENT OPEN S
~j 1~~....... 100 ~ ~ -PERCENTAGE OF PERMANEN I U~'EN SPACE ~ I , i ~~o _~_~o-_ - OWNER:
, ~ r,. 150 (71) .1 -LINEAR FEET OF STREET = 3460
LEGEND ' (190) ~ cu ~0 SORRELL TIMBERLAN L.L. _ - > AREA OF STREETS - 3.97 Ac.
I 184 13 (161) 1 „
6 S70NE CHANNEL r' 25 X50 x6 AVEL 8216 LAKE WHEELER RD. N W
° r CONSTR ~ ~ m RIP RAP ENERGY DISSIPATOR l0 ~ ~ ~p 0~73A O ~ UCTION ~ N O ~ ~ I ~ ~ ~ ~ ENTRANCE ° ~ ~w o RALEIGHR, N.C. 27603 N 6 e,
~ SHEET
SILT BASIN ~ ~ i ~ OD CO 19 ~ j I ~ ~~::+Cf t, 'M
-~Ar- TEMPORARY MATTING ? ~ ~ I ~ ` N/F ~ - N CONTROL PLAN FOR STEWART PROCTOR EROSIO
-{M -ENKA MAT R V KENSINGTON MEADOWS ENGINEERING and SURVEYING
25 x50 x6 GAEL B.M. 1999 Page 1730 GRAPHIC SCALE -~~STORM SEWER PIPE CONSTRUCTION PIN 0688.02-85-4871 LE 319 CHAPANOKE ROAD
RALEIGH, NC 27603 ~i„~T~~ riioni~nrin?i1
DIVERSION DITCH ENTRANCE ZONED; R-30 so ioo zov 40o kTEL. 919 779-1855 FAX [phone] n ~Lw IGR wou vw viva
RESIDENTIAL
GRAVEL CONSTRUCTION ENTRANCE DATE 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
( IN FEET ) SCALE 1"=100, DRAWN BY WAKE COUNTY OWNER
rsv - SILT FENCE 1 inch = 100 ft. DWG. N0.
LIMITS OF DISTURBANCE TOTAL DENUDED AREA • • REVISIONS 02-04-05 ZONED R-30 P.I.N. 0688.02-86-7771

100' NEU E R BUFFER
CUSTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR C VALUE Q (CFS) I(FLUSH) FACTOR LEVEL SPREADER LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
BASIN AREA (Ac.) Ac. REQUIRED PROVIDED W x L x D LENGTH LENGTH STORM SEWER -PIPE CHART PIPES AND EROSION CONTROL DEVICES MAY VARY
CB #4 0.42 0.42 762 CF 1,152 CF 12'x24'x5' 10' 0.50 0.21 1 13 3' DISSIPATOR DESIGN TO BETTER CONFORM TO FIELD COND1TlONS, ~_2 PIPE TYPE DRAIN O25 LENGTH SLOPE INVERT INVERT SIZE
CB #5 0.53 0.53 962 CF 1,152 CF 12'x24'x5' 10' 0.50 0.27 1 13 4' ~-2 SIZE AREA CFS FEET x IN OUT LENGTH WIDTH D50 LINING
CB #6 1,58 1.25 2,868 CF 3,200 CF 20'x40 x5 10' 0.50 0.63 1 13 9 A E CLASS I PI STA. PI STA. 15+52.15 L-4 Ac FT FT THICKNESS ~ = 26'54'36" PIPE F 84' A.S. 240 324 B4 1.2 279,0 278.0
.49 0.49 890 CF 1152 CF 12'x24'x5' S6' .050 0.25 1 13 4' I RAP TO LEVEL o = 2s CB #7 0 L V. 286.6 p SPREADER R = 301 R = 300.00' PIPE G ea" A.S. 240 32a ea t.2 279.0 27e.G 5s' 2t,o' t3" 2a" class t ALL WORK AND MATERIALS SHALL CONFORM TO
URANCE LEVEL ~ r = 71. INSPECT BASINS AFTER EACH RAINFALL OCC 1 - T = 71.77 PIPES F AND G ARE 12 GAGE WITH HEADWALL THE STANDARDS AND SPECIFlCAl10NS OF THE
BASINS ARE TO BE CLEANED AS NEEDED 3 C 1 ,p ~ ~ L = 14( PREADER ~ L = 140.90' WAKE COUNTY, THE CONTRACTOR PIPES F AND G WILL BE BURIED 20X OF THEIR DIAMETER,
DEPTH INCLUDES 1' FREEBOARD MIN. FINISHED FLOOR P! STA. 12+61.30 L-4 ° SHALL OBTAIN A COPY OF THESE STANDARDS
A IM NT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE ~ = 25'2135 ~ o W CB#7 LL SED E ~ - - ELEV - 287.08 R - 700.00' SF ¦ ¦ ¦ PRIOR TO CONSTRUCTION. ~
L o o / ~ T = 157.49 0 ~ J
R 0.1 = o° N 5 L 309.83 0 o N N P 1C ~ o o r N MAT~MA
N ~ o o Ov " P 8 „ ~ ° ' ~ 6 X 6 TEE + ~ ~m P m ~'~Aq LEI ~
5~ W/BLOCKING ~ FILL LINE ~ sF~, CB#4 15 DD - 1s OD ~A~ _ Z co
II „
~ , ~4 CL INTX. STA 10+00 L-4 r~ N 2 E~ ~ w ~ a +
ov , INIZ -om LUM o STA, 15+70.52 L-3 10 m AL IpE ~ A ~-MA ~ ? ~A ~ 00 ~ Z
0o E~ P N ~ S1E r~ ~'Mq ? ro ~Mq y Q ~
f' 11+ 6' PVC W L -om i 0 00 ~4 ~ m ? N ~1A ~ U ~Iq Z Z -
12 00 ~ ~ 6 cv ~A ~ ~ J 6 + ~A Q J m_ m
c~ I,IC pppS = J WETLANDS LOCATED BY LICENSED SOILS SCIENTIST.
pR W 5 p,0 Q1 k u ~ U ' W m ti a WETLAND IMPACT LOCATIONS ARE HATCHED AREAS LOCATED
F NE ~ w 2" MAINLINE ~ ° w~ a W] ~ ~ (n Q ~ BETWEEN THE FILL UNE ~ ~ ~ MARKINGS.
r~ N W Q TEMPORARY MATTING SCHEDULE JUTE ASSEMBLY oo ~ ~ > Qw
W/MAINLINE VALVE mm F~ ~ ~ ~ AREA OF IMPACTED WETLANDS = 0.17 ACRES s 7,565 SF aw
STA. 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA. 16+20 L-4 PLACE CLASS 4 ! STA. 19+50 RIGHT SIDE L-4 TO BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L-4 ~ RIP RAP TO ~ • ~ 16
F 5 ELEV. 286,6 p ~ ~U
LEVEL LEV L PERMANENT 6" STONE RIP RAP SCHEDULE L ~ LEV MIN. FINISHED FLOOR
SPREADER SP EADE i SP EADER ELEV = 288.18
STA. 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 100 YEAR
STA. 11+25 RIGHT SIDE L-4 TO STA. 16+20 L-4 PLAN , L BACKWATER EP:SM T
ELEV = 286.18
338 , 1 { ~ ~ _._.._...k._._. ~ I _ _......t...._.._._ .-___.a..,........ t... . 338
I I ~ ~ ! it ! , i
336 _ r__._ _ ___...7 _ _ _ 336
, PVI STA = 11+00 ~ ! ! ~ I ~ ~ _ _ . _ _ _ , _ ~ T______ __I I _ _ ~ r- PVI ELEV = 319,75 I, ! I ~ I i . _.F. _ _ __i.__..
334 _ . ~ _ M,_. _...._____...____.1. _ A.D. _ -4.00 , I ~ i ' _ . 334 ...M,_... .
~ I t ~ _ _ K = 30.00 . __L_-_._.. _ . ~ . ~ _ _ _ I i 1 I
_ 120.00' VC __.L. ....._.._1_......... ! _ 332 _ ; G ~ ~ , r 1 _ 332 ~ I
' I _ _ m...___. _ f ~ _ . _ _ _ ._.a...__
~ ~ ~ , I ~ ' I I 330 ' a._._._...-_ . . _ _ 330
M ~ I I I I I I I _ _ t--. _ _ _ . . _.._l . 1,..._._.. i .L. ~ _ ~ _ ~ ~ ~ _ i I I I I 1, y._.
328 _ ~ w , _ _ _ __1. _ I i ~ ~ ~ I i U i i j._.___.._..._,.._.T.........,_ _M._. ..j._....._.__... _ ~ ~ I , _ - 328 t._.
.m LH _..__..______.~....__._.__...._,..m_.._ 1~.._,. L. r.. ~....__.__w I 1 _ _ I . 7
326 _ _ _ , . _ _ . r _ . _ _ _ - I i _ . ; _ 326 ~
, _ _ _ , _ _ 1_,__-_ _ . ` T______ i _ _ t_.__ . _ ___.4_ . r-___---_----
0 ; / .0 _ L.-._..._ ~ ~ i 1, 324 0 i I _ P _ ~ r_.__ - t - , I _ 324 {
Og _ ~ I I I i I i
0~ ~ I O ~ ~ _ t._ . T ~ .1 _ - _ a.__.___._.~ _.._.____i____ _ i . _ . 322 ___L . . _
322 .I ._.1..._._ J + ~ ~ ~ 1 f I I _ _ . 1~ ~ m r N .........I _ _ ti....._...._ _ _ F... a i i.....-_..... ~ _I.
P o ~ ' r ~ 1 I _ I ~ ~ I - _ F _ . j I f.-.. .__....e.-...... . _ ~ . . 'i 320
320 a-J i _ _ _a_~ N_- ____.___.__r i_ _ o U U n ~ PVI STA 13+42 , I _ _ ~ _ > _ __v__..__ f i
R°a N N I w w ~ ~ ! ~.w_.____ PVI ELEV = 297.97 i ! _ . ..___..,F_ _ - - i
s• M" 318 ~ ~ ~ _i.. _ . _ ~ _ _ _ . i _ A.D. = 11.00 - r - - _ . ; ~ ~~N I ~ i m~ i 1 I I._..__ PVI TA = 16+74.91 _ _ . _ 318 S i I __.r' ~
. r0 L _ m.._ . . . .....1_....._...._. K = 30.00 , ~ , _ PVI ELEV = 304.63 _ -
~ ~I _ . _ I _ _ ` - - _ . _ _ 330.00 VC -h-- - _ ! _ _ ~s' Is' ~s' 316 Z T ~ _..-E-~---- I I T-- PVMT - • > ~ ~ _ _ A.D. = 2,25 _ _ . 316 K - 48.8 rn
U W _ I i I I _ _ r__ 110.00' VC of 01
50' R W ' ___.__i-____________ - 314 _---T. Og , I i _ - _ _ + ~ _ 314 t,1
1 1 2" Sf9.5A RAW _ _ _ - ~ U~ERPAVE ASPHALT ~ ' 1 ~ I I I
, 35 312 _ L.._....._ _-,I..- _ -~_.__._..._...__._i . .M_ ~ ~ to w . ~ ~ ~ ~ M ~ > , 312 FEB ~ 2UU_,
I i I °j ~ >W i + o
a' aec 310 I 1 ~ ~ _ . 310 pENR • WAR ~UAUn` , . .__.__-L, I pNDSTORMWA1EReRP?~++
~ r I A WENS !n U ~ ~ i I
~ SECTION A-A ' T I ~ I i U 308 _ _ , _ _ _t___. _ _ a._ . _ I > ~ - . _.j.. 308 _m . ! m I
' i ~ ~ I. i m m.. r _ w__._._. __....w_ _.,y-. ~ . 1 ~..w I _ _...___l. _ . ~ . ' . _I..
SYMMETRICAL CUL-DE-SAC 306 . _ ' ; . ~ _ _ _F______ . _ _ _ _ - W_.. y....__ .,I___ I , _ ____.__.l 306
WITN NO CURB AND GUTTER ~ ~ ! ~ I ~ I w ' NTS _ _ ! f._... _ I _a..,-.......4. _
I 304 _ _ _ _ _ .L_. , 1 _ _ 304
i I... _~__..______.,-._i _ 0 , 1 - I
I r_ _ j I ~ ~2 j , , 1. __._.fi 302 __L.... _
50' RIGHT OF WAY 302 _ I_. __.___.._...._.,_I f._.. 20' PAVEMENT * ~ _ ..1...._. _ . ~ _._.._i_ '
8 6 6 _ _ I _ . _.._....__ai ~ . I , ~ _ _ _ _ , _ _ T__ L_.. _ _ ..r-.- _ I . _i_... - _i _ - 300
10 10 300 1 i I r~ ! r 1 1 Co F A y ~ ~
rt" ~ ~ERHAVE ASHHALI ~ ~ I ~ ° ~ I i a~, „ ~'a~ .1 298 _ 1 _._..._.w_-. __....n_._____..__~~.__.___.______._.I^___....._ _l. _ _.~i_.______.__..__~_.. 298
~ PE ~.t . ~ ti. ~ i I ~ i I__ I ~ . , ~ I . j i i __1 _._..1._. . . I ~ ~ ~
P 8 ABC ' i i r._. i , ~ ' 1 *CUL-DE- SACS LESS THAN 500 FEET CUT 296 - _ I__.. 1______.__.___.__} _ ~ _ _ , _L_..__ _ a_ - _ . 296
IN LENGTH SHALL HAVE A PAVEMENT ' FILL ~ I ~ ' J ~ v..,__. _ ~_.__..W____~.____.______w_~.__..._._.__.._.. i ~ _..__._._r_ .--_L__ .
SECTION OF 18' I .t...-._-__ ~ ~ ~ . _ . _ _.T. __..11_._ . 294 _.L..._
NTIAL STREETS 294 I ~ o~ ~ I L_ RESIDE _ _ _ _ ..y_....____. ~ ~ _
P L CROSS SECTION ~ ~ ~ Y I 3 1 _ ' ~ , i . i;..._ _ _ 292
292 _ .o. . _ _ NTS ~ ~ I ~J, f _ 4. _._r.._. i ~ __.L. _ _ .
~ , i . _ ~ . _ 290
290 ~ ~ . _ _ . T-OP_QE._HEAD.. , _.__._______I__._ ! _ I ELEV. = 289.0 ~ Q j I i --a. . _ ....-r _
_ _....I _ _ _.......t _ U._..... _ _~._._._._._.-.-__._a_......... _ . _ --a..___ . ~ ~ ' I l { I
tae _ _ _ _ _ . _ _ _ ~ ~ NCO _~E~..;R._.BA~CKIM1IA~TEI~_._._....~_.._.._. ~.__M._.__....__._~., ~ ~ A __._....t _ _ 288 I i
_ . _ I ~ . _ _ . ~ INV. I~`y{ ELEV 286.18 ~ _ f t i ! ~ ' I
286 _ _ - t - I ~ I - ~ I _ ~ _ _ 286 ..I I I
! i i 2 - 84 LLUMINIZED 1
284 _ _ l _.._t _ _ _._z_-- 1...__ vAR, 6' 8' S' i -STEEL° PIP , _ _ _ _ . _ . . ~ _ . 284 l.___
PAVEMENT HOULDER _ _ _ ~ ._._....~..._.-.__W/__.HEADYVALL..._._.. i.._. ......,_.I WIDTH IDTH ! { { I ~ I
9~ 282 _ _ , _ L__. _ ~ __._.a_.._._._._.___._... _ _ ~N~_.~}..e..g79:$__~__. 282 k~,5 ~ - ~ I 282
~/a"/Fr 1__ _ I _ .1N. -,-_QUL_- ,27.8.Or._. _ _ DR +18~ ~ ~ ~ i I I I M N ~ 01 ~ N ~ d' ,`1,dQlti~{GOI91111q/rrf,,
-2.oex +ex _ _ _ _ I - 280 ~ o o o o ~O,r ~tiSS~p ti,~9
-8.33x -ibg _ ~ _ , I ~ ~ OR I ~ _ I ~ I _ ~p . 34 ~ . S
~"/FT `2g 278 _ „ . . i.._,. ~ . _ 278- x P~ E Bt~RfED 203 GROt~N ; ~ f EAL 278 ° i 22024
i I ! ! ~ i , ._.._._.__1_..... _ _ _ 17+00 18+00 ~ ~ y ? ~
SHOULDER SECTION ~ ! ~ I TO ALL~JW FOR A~~t~~ATrC~"L1~FE~ PASSi~GEfi 276 ' _ ; . _..__L_._ _ _ 276 ii j _._...._.......276 ~.,C NaINE;~" P,•. . y , a
DRIVEWAY TURNOUT GRADES ~ ~ ! , ! ,y'f~ L.S
, . I _ _._I _ t__., __I. _ _ - - _..I______._.. i _._____..__.--____I_ - _ 274 274 . _ _f_ , 1 rr r~nn 274
i _ , _ L .._._...._.....___...r_. _ __.....r. ~
LEGEND _ _ _ , _ a._...... I I ~ I 272 _ I . _ _ ~._..._.v..___ -._._.__._____..I.. 272 272
RIP RAP ENERGY - ~ ~ ! ~ ~ ~ i , ® DISSIPATOR L______.. T__._-__.,._ - ~ i _L___.._ ~1
DATUM ELEV , ~ ~ i . i 3
T M BASIN z7o.oo CB#1 CU5 0 SHEET 3
ON f~N r~~ NN N~ SON ~N Mp M~ n~ ~M ~M
-MaT- TEMPORARY MATTING m r cv ri ~i ~i ~ ~ ~ r ~ ~ ~ N °1 r,tG O r d (V ~ O (V M JUTE LINING NN NN ° 000 °°o °°o Ooo °°o mo °'o o'o t7M r'iM ~r7 ~r7 M~ NM NM N~ Nf7 NM NM N~ NM STEWART-PROCTOR ROADWAY PLANS FOR N~
-EM- ENKA MAT LINED DITCH ENGINEERING and SURVEYING
'Al I~ 322 CHAPANOKE ROAD
STORM SEWER PIPE I J aei riru sir ~~ana nr r n nr ~
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+00 TEL~919 854-2080- FAX [phone] f-r.-i DC L
DIVERSION DITCH
0000 6" STONE CHANNEL D DATE: 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA DEVELOPER
PROFILE VIEW FOR L-4 -SF - SILT FENCE R R. KIRK LEONE SCALE 1"=50' DRAWN BY WAKE COUNTY OWNER: KIRK LEONE
2 2903 CAMPBELL ROAD DWG. NO.
R RALEIGH, N.C. 27606 REVISIONS: 02-04-05 LK-BUD ZONED: R-30 P.I.N. 0688-99-2254

,
' ~
/'i//; IGHT OF WAY OPEN .SPACE TO BE CONVEYED TO A HOMEOWNER S ! - 1 R
: HATCH AREA DENOTES FLOOD HAZARD SOIL 20 AVEMENT s' s~ ASSOCIATION AND AT LEAST 10 % OF THE SITE WILL 1 ~ / ' ; AS PER WAKE COUNTY SOIL SURVEY 8
/ ~ C • ~ ' to ~o BE AVAILABLE FOR RESIDENTS DIRECT ACCESS TO \
• ~ r - NOTE. ' ~/2 I-z AND USE OF THE OPEN SPACE. N_~ _
PER R ti 1 PER ~ 1, BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER ~ ' J ,Y` O
NTY P MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COU P~" 8" ABC ~ ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT ANO/OR SURVEYOR VA CUT ~ N/F ~D DAMON DAVENPORT Q
L _ ~ ARD RE UIREMENTS ARE ME 'y , (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZ 0 \ a. FI LNG OR THE ERECTION OF PERMANENT STRUCTURES IN THE FILL ° i ~ ~ `~~.Book 09642 Page 2516 MAGNETIC o 6 -7 -12 1 Q` ~.~PM1,0 88~~pp 9 2
THERE SHALL BE NO LL ~ ;~?'r ; , ~ ~ ,i~';{ ~ . ~ AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT ~ . i \ i C04MERICAC\
AGENCY (FEMA) 100 YEAR FLOOD 2oNE5 UNT)L A F100D STUDY IS APPROVED BY RESIDENTIAL STREETS ~ 06 (90L) , ~ WAKE COUNTY AND/OR F.E.M.A. / / W; ~ W SITE ~ \ ~
0 S SECTION - - - S TYPICAL CRS - ~ ~ _ so ~ ~ KS ROAD
\ W 0
\ `~v l~ ` ~ W
H WN AS PER COMBINATION OF WAKE COUNTY _ - i ~ ~ % FLOOD SOILS S 0 _ , J, _ ~ , ; ` / , SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY _ _ \ ~
_ _ i _ i / ? ~ SOILS INVESTIGATION BY SOILS SCIENTIST (SEC). _ _ _ _ _ _ ~ li .r----~~ ' % r-----_.. ~ / , ~ ~ Q
r ~ ti \ RU K. CARR \ - ~ z.
~ ~ I=~ ~L~oD SOILS Ta e~ PRO~DEQ IF ~ - , , ~ INAL CER I IF ~G ~ i ~ x,., aa.00 PIN 0888-79- ~
REQUIRED BY MIKE COUGHLJN OF WAKE COUNTY AFTER ~ I ~-~-,,,~y ~ _ / / SOIL DESIGNATIONS, ~ ~ , , ~ ~ ~ i , ZONED: H~1 COMMERICAL--_
REVIEW OF NEW SUBMITTED FLOOD i ; , /
ro l KAY ADAMS ADCOy~I .s,' s~ ~ o ~ / ; ~f I ~~`Book02138 PP9e'0039_~ ~'.!``r'' Xr'/' ,
_ - ~ _ ~ , ~ 81N~~0-$B~78-323 ~ ^ ~i I r ZONED: Rr30 ~.-(t(jo \ i ~ i; i , . >~c , / /i,~
RE51DENilAC`., y'^--=~ ';y. _ ~ ~ ~ ~ i~. ~t~0~11EU5E, RIV6R~PoP~~,;~~~, j/ x ~ i i 7 - ,x,~:~~~;':,;, INITY MAP /t(1~',•~ VI C
, ~ ~ _ . ti' / ~ "i: f ti ~ f i' /i~' (N.T.S.1 f, ,f"' x~ i 1 /
' ' s 1 ~ I i , ~i vii/ j< ~ ~ ',ti,~ ~~i//i / ./i"~,; r, Jar's ~~lv'~ 'i \ t
~~I~- I 1 - - ~ ~ ~ II ~7~ _ T ,i ~ I N ~ ~ , l ' ° 1, , ` I, + 1 ~ ter- r. A ~ ' ~ r~li~, ` ~ \ ADDITIONAL NOTES
- ~ ~ , 7 \ / \ CAROUt7A,pOWER AND l1GHT - `i~ ~ ,L ~ / i -~"`J~. ~ Book 08880~'~Page 1023
_ I ~ ~ - / '-WD9DS-LINE ~'~%'ir ,I - I I - _ `GEORGE ~ BONITA CULBER~ION I - ~;,,,:I ~ \PIN oses-7a-sa17\., -SITE TRIANGLES CAN BE MET AT INTERSECTIONS,
_ - ru r B.Mt_1999--f a b-,1730 r' _ a t , 177x7) ` r 1 i _ E. , ..57... ..__4 4~,:>.~ - PIN 0688.02-7 -9409 I' , ~a ~ Y„r I ZONED: R-30 } n~ ' i`-- ~E~~`- ~ - - Y AT LOTS 53 54 WOULD NOT _ LOCATION OF ROADWA /
'hii ~ it t ,l ~ 5E ` ~ I RESIDENTIAL 1 I I 1 , ~ / s n, ~ I, ` ALLEVIATE LONG CUL-DE-SACS. ALLEVIATION WOULD • , x 1 ~ ~
I I II 'II ~ ,1 1 .V !x'~ ~ ` ••~.'I •--t I ~ ~ U I ~ J ~ 1 I , i. r Y ` - % ~ ! ' n _ ~ ~ ~ PARCELS FOR ~ r~--_, ~ ONLY COME FROM STUBS TO EXISTING 1
'mo`t, , i l, r W~' ~ ~ I I ~I _ ~ aay F. i i ~ ~ ~ . ~ , ~ 1 N h 0,„t. y, ~ ~4. ~ -~-.,.ti - i-:r-'_~_ :rte ~ SI 'I A 1 f J' , , - \ o, FUTURE DEVELOPMENT.
. ~ t ~ ; ~ ~ ' CREATION REQUIREMENT WILL BE ~ \ , ~ ~ -THE NEIGHBORHOOD RE
; - ~ - ~ ' 1 / ) '?5 i r ~i ' ~ r j ` r _ 1/ ; _ ; A, ~ MET WITH A FEE IN LIEU.
r r .M ~ .r ~ - r i / c ~ a ~'1.~ ei n ~,...c-... ~ ~ ~ r,d ~ ~ ~ y r '1 r~ / .i--.-.-'-`' ~ 11 teC NEUSE ~RI4ER RIPARIAN 9lFFER / ~ ; / ' ' ; . / j ;7.11-y' ~ ~
I V:i "Yr. 1, ~ ~ :~V' ~ I,:C I • / ~ MEA9dRED 50' FltOM CREEL( , f~7=' i 1 ,r ~ C: \ ~ : rr ~ i N~ I ~ , BANK,oN B01H SIDES.
Ii^°~ ~ ~ ~.r' ~ 4 I. 'GEORGE k'80RiTA-CUCBERSTON I 1 } i . I r ! r i I v ~ ~ % 71~/i~ / iJ 'h ii..~ 1 u
I' _ B.M. 1999 Page 1730 r' I ' ; ~ - y. PIN 6688.02-87-3405 ~ ~ ~ - Y
-`1 ZONED: R-30 ~ i ~ I l > j ~ CPRC"TRAN5IAI~SION `L1NE5 v ~
- - - ~a 1 ~ ~ ~ I ~ ~ ~ ~ ~ t SEMENT v N ~ ~ ~ ~Oo
y r r ,1 li nur I ~ ,n ~ ' ~ __~'-v'^ %'r,A\ ~r I ~ j I j A ~ ~ \
' -'t-" z.. 1 {.r.. ;'r A ~1A~t ~ rl 1 I ~ I I t Ij ~ . ~ i;40) _ i ~ "~.`~J' 1 \ \ ail ~ I i I I I' ~ 1 r t \ i d .S A ~
% ,,,f
~ ~ r, ~4 , 1r \ _ ~
,:7- ~~h ~ NfF WOOD LI~1 / FAI;'LOW ~ ~ , • ~.Y ~ .~v v \ n
i''~ ~ J ~_.y ~ . EDGAR H. H6BBS 1 ~ ~ ~ ~ .I ~ r r ~ r' / ~r". ~ _ . ~ ~ q l l i I I B.M.11999 Oge 173 % I i ~ i A
~I I; '~.m3, A % I I l; I i Iv. i 'i ~ --r A o i+ „~A t ^ ~ r ~ r v ~ s 1 ~ jl S+~'~,. , h,,'*' ~ Li ~ . A 1~'~~ ,•V~.A ~ i 1 i PIN88.02x87-648 . ( ~ / ~ 1 ~ 4 _ I I it r<~ - p ~ fir' I ~ aY~r_ ~ ' `ZONED: R- I ~ 'i I I I ~ ~'aYLSI~ RIVER RIPAPoAN BU ~ , k ~ , ~ .
- r I ~I I'I ' r, -~-'d`" e 1i ~~7-' 1 ,l v ~ i' > ~'A ~ A~• { ~ ~ACAN'~ ~ I ~ i'^ t f i , \ - MEASURED ED"}ROAt-CQEfI( ' ~ ~ / \ -~ti,,` ~~'-'~`-._.C9> r ~ /r~...._ BANK,ON BO7H SIDES. ~ \ ti- .,pp,,~ ~ r
i ~ ~ ? ~ ~v w SEPTIC X611.5 1 ~ I 'I i ~ _
w ~v
~ \ W I ii ~ \ I \ A / / ~ ~ ' ~ i.
lrr \py II, ~ I ~ ° ;i tai II ~ f ~ i ~ . ~ fvl 11. ,I; V `it C'?,• `v A-----~--k-~ I t tt, I 1 1
i `1 ~ ~ J' / / V a ~ /
~ 1 ; _ ~r ~ ,-.~.r~.-.f----~-r~ ~.;a. 1 I i ~wdoDE t ' a ~ t / ~ y --r- 'i'. / ~ ~j
' ~ , - ~ i ~ I , r - ~ Y. 1 ~ 'Y I I t '
~r~~;` _ ~ I>^t ~°;3~'t p ~H. 098S ! t 5~ B.Mrt999 Poge 1730 , i
1~ ' i i.,~ 2=97-1.601 ~ _ CONSTRUC ' ~ _ TION , , , ,toNED: =30 , _ _ - - ~ .r , . . EASEMENr ` ~ ~ BEtWAMIN S~ ~ -'Y; Boak,07270 Pdge i' j
- ~ ~ - i VACAN ~ Ic • ~ ~ ~ PIN 0689-80-9814 ~ ~'~j ~ i ~ 20NED• R-30 \
- . ~ f S T~oRAR WOOD.$_LWE ti • 1 \ ~ ~ `v.. ~UR N - AESDDIT1Al i / l \ - i ~ ` .ice- ~ ~ , ~ I \ r. ,
. s xy ~ . ~ -
! I1 y, ilt ea, - .f rkc~ ~ . 'Y.~: r --r'.. c•~` ~'r. ~ EN Y r I ~ I l i ~ ~r._' ~ ~
(C ~ ~ , I \ T < ~ \ \ ( N LY NTO S.F. 7 ~ t I
II r~ Md''ct.~~,~\r, ~ b~\ ~y( ~ \ \ ~ 1 ~ `1'\ , 4 I 4a 1 ~ I ~ , l v~ ~ R , FROtr ~ . \ E ~ 7 2 ~ 0'~
'Ii0°; s I'I~I~r ~ X111 u ~ ~ ~~~rr ',,f~/~ ~ ~j 11 ~ -----r, ~i'~^, I cy f, ~~7 ` \ P~~~ \ ~4t}w NLOiE VALVE 0001.F. 0 - I I - ~ ~ ~ ~ ~ ~ ~ V ~ \ 't - ~ \ i EASU ED' i ~
1 I°' ~ r 4 _.t iip ~ ~ r \ ~ \ ~ • I~ 25,000 SF Si - ,h;. , , - ~ r . ~ ~ . ~ I I , ~2s,ooD ~ Q TEMPORi I I I g ~ t ~ ~ V ~ ~ ~ - ~ 25,000 S.F ~j RNARS ~ TEMPORARY ~ ~ ' ~ ~ ~ / ~V ~v ~ ~ DENR-W ~j RNAR ND ~ ` r7 / \ \ Alkf?iJUn.l f-Y ~ ~ ~ ` ~ ~ \ ~ %,'i ~ +~ctunLl4N!ID$TgR1,N@A1~Rfl,W+tVG~
tli ~ I . s,t ~ ~ ` ~~,11C S>`11LS ~ -a. I I, 11n ti ~ \ :j,±• i,'-yl jli, ` ` ~ J'I°m`r , ~ 6 i w~,l• i / . _ 107 NEtl9E PoVER RIPARIAd. U
- ~ l I ~ i'; ~ i~ i~ ~ r;x ~ ~ 6k^,rc"~ Y 1 + " ~-i1 ~L 'tip. ~I~ ~2e,e0e-S.F.~ ^7 - ~ c` ,.t~ ,.A ` I - ~ 1 1 ~ MEASURED SO',FROM CREEK i~ i j ~ ~ ' eANK,a+ ebnt sroES. /.x•;/%° ~
C ` ^ ~~t Y6 L~ i , _ -,-"'-w`'-- ~ _~=k- ~ r v ~ ~ ~L 20.700 &F~Cr 53 ' h ' i ~ ~ ~ ~ nN ,1 i ~ / l,t00 &Fd` • CONSTRUCTION w/ , , ) i \ / BENJAMIN SLAUGHTER
~ _ , I - " ._.~N._.~~•sx ~ A 30' P IYiPTE 1 ~ ~ ~ ~I~''ti _ - r ~ ~~EASEiIENT~ ~ ~ ook 08374 Page 2775 ~ ~ ~ ~ • X i' i ~ ` \ 0689-91-8429
. I CCESS HA T 2 I'. , ; ~ ~ s4 ~E ~ I c; ~ ip 24, SF, 24 r too' ~a~ ~ p . . 1 f 1 , pEAAIRED 50' FR I 1 S4 , ; w \ ~ ~t
20 Q I 29 & w i i -c ~ I fi e2e q,~ 1 ~ r 2),350 S. ~ < BANk,ON' 801N 61 \ I I I ~ •r 25 S,F, a ,e S.F 1 5•x8• lEE Y BLOwO ' 29 &i. ~ 1 1 \ \ ! AL i ~ z• eLOxa~ . 1 ~ ~ ~ ~ - ; . ~ • , ~ i /
~ ~ ~ ~ ~ I I I I ~I I 27,e03 S, W/9LOCION ~ W~LIANN~ 1 I W ANN ALVE ~ i ; 'i I ~ ti i ~ /M i A I ~ \ ~ i ~
NOTES. 1 , I s;l , 1 V ~ N I I ~ ~ ~ 28 ~ i r ' 0 ~ ~ ~ i I I
- PRESENT LAND USE IS WOODED AND FALLOW. ; ! ERt ~ ' I I ~ ~ SF, r ,9 2e; s.F ~ ~ ,al r'~ ~ ~ ~ I ' ~ l ~ aDk ~B7 Pc 14 s ~ r ' . ` ~ 470 s.v.r \ I ~ I ~ /
-STREETS WILL HAVE A 50 RAW. ~ ; , r , , ~ ~ ~ 27 ' ~ ' I I ~ 21011 D~R 2 9&-79 2 ,122 S.F. a0 I ~ I I ~ ~ ~ , ~ ~ ~ w , .r. ~ ~ I I ' i.
- TERSECTIONS ARE 25 ti , , ~ ~ I ~ ~ I ALL RADII AT STREET IN ~ , RE IDE TIAIj 1 , NORTH CAROLINA I I ~ r ~ ~ ,B I ~ A t ~ 44,402 S.f. ~ 1 A ' ~ ~ I I ~ I /
- T WILL BE PUBLIC AND CONSTRUCTED TO / , , ~ ~ 1 , ~ ALL STREE S ~ ' ~ ~ 't I I ^,~S,F. , 125. &F. ~ ~ ` ~ ~ ~ r I ~ ~ ~ ~ • eLO ~ I ~ ~ , 1 / , y • AssEMeLr WOODS, L ~ ~ ~ j/
NT OF TRANSPORTATION STANDARDS J---___.i I I , , ~ , sF, • DEPARTME , ~ ~ t 28 - - R SYSTEM WILL CONSIST OF A COMMUNITY WELL 'I, 1 , 2 Y 33,2 1LF. ~ 28 i p[]NE"p - - I~ ~ 2'~2YA SF. N ~ \
WATE - 1 \ , 2'~20e SF. _ A SEPTIC SYSTEMS. _ / t, ~ ' ! 4t w/rw v ~ 29 SEWER SYSTEM WILL CONSIST OF INDIVIDU L ~ H ~ ,I „ ~ AC ~ 5 ~ '`L . ~ I i ~
~ ' i' ~ 5 O 29 4 S.F. 33 22,727 AF. ONTROL MEASURES WILL BE COMPLIED / ; / / ! I 20o SF. ? ~ - ALL WAKE COUNTY EROSION C 322 F. 1 ~ I I 7,1 4 SF. ,S.F. ~ e 2 P 01b0~ p ~ 1 ~ -9 / i ~
WITH DURING CONSTRUCTION ~ 1 ~ I SI AL ~ J j ~ ~'I NIIIIpI
- FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY. \ i ` ~ o ~ 2S' ~ , ~eLOWI ONE ^REAKI.IMQAGT' I ~ B ~ASSEr,1eL • 6L0~ BURKE OVER8Y~609) a ~ ~ r' I ~~~A '(N r'^RQ ~~~i~ `ASSEI,IBL>'~. Book D 98 Page 0750 ~ \ ' ;:_`Q~ ~4
NS WILL BE COMPLIED WITH S ~ ~ 6 4o i W Alin -ALL FEDERAL FLOOD HAZARD REGULATIO ~ . 1 } t S.. 24 ~.F. i ~ 35 f \ Aiz~ A ~ ~ ~ 2e,, s~. W AILINE VAL PIN 8898-09-1653 _ ) (g09) i ~ r C OFESSJO ~ ZON R-30 - ~N ~ Q' 'T'
DURING CONSTRUCTION ~ RE9 TIAL ! / t ~ ~ ~ MEAL ROWLAN ~ Jt ~F• 1 01 Book 023801rPage 0242 SEAL ~
HALL BE SUBMITTED I ~ ' w - A GOVERNMENT APPROVALS S ~ ' 31 ALL STATE AND LOC L Cn LEONE LANDING SUBDIVISION PIN 0699-Dq-4916 22024 29,495 SFI d ~ W ~_r
RE FINAL PLAT APPROVAL ~ f I s ~ u• - „ 2x,495 S.FI TO THE SUBDIVISION OFFICE BEFO 7 t / I I r 2e,e2 4F. ~ 32 /i J TONED: ,R-3'0 _ ct ~ RESIDENTIAL ;~i E
- TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND / ! (zs,e S.F. ¢'1 27,3ee S,F. ' st4 sF. FFS. ' I ~ ~ •x4• TE SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEO ; , r I I ~ WO D LI e S24 SF. ~ i ~ ~
, i r ~ ~ w/BLOac -CONTOUR INTERVAL IS 5 I I ~i/ 14 v ~'paF L. t~`~~
V 1 V ~ ~ ~ , ' ~ ~ ~,J77 SE 25. SF, i ~ I~ ~ PI - T SHALL BE PROVIDED FOR ALL AREAS ~ ~ ~ B~ DRAINAGE EASEMEN S ~ \ ~ PHIWP LE HARRIS ` ~ ~ ~ r ' ' Book 07910 Page 0878 ~
x`1.4 a~ a,,,' s.~. , ~ ~ PI RES OR 4 LOTS AND SHALL BE SHOWN ON THE ~~~LOP1~~ r / I ~ DRAINING 4 AC ~ , i 13 i ~ 1, I zi 'g PIN D898-09-3233 ZONED: R-30 7
~ Q 3e ' ~ I i CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER \ ~ 2/,702 S.F. 3S,S7 SF. ' ~ ~ PERMNNENT SPACE g SIOENTIAL ~
AND HAVE BEEN FIELD VERIFIED IloS I,p ~ , / coNSERVA`noN NATURAL ~ wAL~1 SUCH AREAS CAN BE DETERMINED 9 , , , , , ~ aFa lEg110N 3-[-t-A-~ ook WAL~°R N, JACKSON a -E_a-A-~ ,hook OIa9T Rage 0223 ~ i
_ ROM WAKE COUNTY TAX MAPS. 1ao' NEUSE RIVER PoPARiAN eu ~I ' 24935 s.d: ~ . ~ ~ ~ ~ ~ BOUNDARY INFORMATION TAKEN F ~ ~ ~ , , 81~, Pl~r'c MEASURED 50' FROId CREEK ~ ~ ~ i Z NE PMF'0596-09-5380 ~ LEGEND FOR WATER SYSTEM
R A. ~ WSLY RECO~DED 0 - ALL OPEN SPACE WILL BE USED AS CONSERVATION OF NATURAL A E 9ANK,oN BoTK goes. ; it ~ 25,O0J S,F. 2• eLOFroFF , , p' ZONED; R-30 ~ U ~
~ ~ ' 10 ~l ' ASSEMBLY ~ SEPTIC LS RESIC T CCESS TO BANKS RD. O ~ - , - NO LOT SHALL HAVE DIREC A - ~ w/MUUNE vAlvE`, PTIC LS RESIDENTIAL - - N F TOTAL TRACT SIZE 165,47 ACRES ca PROPOSED GATE VALVE '-DAVID YNN MOSS ti
' - ONE FLOOD STUDY WILL BE REQUIRED ~ I ~ 20' PUBLIC UTILITY AND ACCESS EASA1'T ~ ~,Booa 20' ` . yBook 07343 Poge o,4, -AREA RFTAINFf1 RY ~WNFR - 117.17 A('RF~ r..r, ~r~nr~rl~~n rn nw nrr n~CFMRt v rlll UOnb ?tl 1~oi ~
- - D.F. U \ , / 25,e9t a`F~ W/BL ,1 'o g ~ RE81 L°",~: R-3Q_-4__-.- ~ ' -TRACT SIZE (TO BE DEVELOPED) = 53.3 ACRES ffl PROPOSED CROSS RESDENTIAL t \ h
t- N/F' ; WELL SITE N4 i SAP '`p6 ~ ~ AS RECORDED ON`B~OOK \ BRENDOB,A- 5~T7EPyo„ 452 J 'V i' ~ S , ~ ~ OF MAPS 2004, PAGE'y23. ~ CARV ~ - N0. LOTS = 56 I~ PROPOSED TEE
STORMWATER CONTROL AND MANAGEMENT ~ ssls '~~r ; ; ~D' E~Dw ~ ~ ~ gBock CARY L~QUINll~l4--. n gBook oe75o Poge D1 ~ q ~t>r -AVERAGE LOT SIZE = 0.65 ACRES
zONED ~ ted F{ / , LOCKING 4 ~ P1N'f h ~/f 14 ~ . ZONE P1N"b898-09-7225 - 20NED: R>JO -AREA OF PERMANENT OPEN SPACE - 10.73 AC.
IMPERVIOUS CALCULATIONS ~iE$lD c 1 ~ en y RESiI _ ; \ ~ RESIDENTIAL\ ~ ~ ,e, -PERCENTAGE OF PERMANENT OPEN SPACE = 20.10%
1 I "i% i': yi` f ' ' " ~`~M9 DS INE _ v ' I ,~-~~i. ~ ,i / 0 812 N/F - THOMAS R. DEAN _ 6n - I AR FEET OF STREET = 5119 L N E
- TOTAL ACREAGE IN CLUSTER X .15 = 53.3 X .15 - 8.00 ~ ~ I ~ , f. ; , 7. ~ y , , is ' ' ' ~ Book 10526 Page 0430 i ~ ROBERT G. LEACH _ -AREA OF STREETS = 6.02 Ac.
- F AC. = 348 480 SF ` ~ . I ;'i/:°:~ . ;'%'ii'' : : PIN o69B-1B-s6sB e~ ~4J 8.00 Ac. X 43560 S / ~ . _ ^'~'~,rl ~:i~~~i/~ `ij>f%.ii,;~, r,. ZONED: R~30 PIN 0698- Book 06430 Page 0328 PIN 0698-19-2352
- X 20 FEET PVMT = 5119 X 20 = 102,380 SF \ , /i,, - ;~~r-;-;~; /,:;~Tl.,, SIDENTIAL ZONED: R- LINEAR FEET OF STREET I ~ ~i'~/~~/i r RESIDENTIA ZONED: R-30 RESIDENTIAL - -i
- - - 246 100 SF /-i . , 348 480 102,380 , , ~ , / F~ 1 l / I I N/F / / N ~ i~ i~ 4 ~ ~ L:
_ - = 44100 SF I J I FuOUAY FAMILY~NTERPRI LLC FDI QROUP LLC x.' ! i / - 1 WELLS t~ 2000 SF) 246,100 2,000 2 ,t ;y,;,, , Book 08879 Pa 2007 Book 08604 .Pa e'4393 , , / ~ _ MlNARY PLAN FOR PRELI STEWART PROCTOR
PIN 0698-17-8820 PIN 0698-1 g-6748 ~ _ = 4 359 SF ~ ' '~'i: ' DIVIDED BY 56 LOTS 244,100 / 56 , ZONED: R-3D TONED; R-,30 ' %'%i'.; ' •i ; i/~~ ENGINEERING and SURVEYING •
I ESIDENTIALi PRESIDENTIAL ' ~ ' L i" ~ _ OWNS OWNER: 319 CHAPANOKE ROAD
_ PHASE 2
- IMPERVIOUS COVERAGE FOR EACH LOT GRAPHIC SCALE R. Ki R. KIRK LEONE RALEIGH, NU 2/bUb
IS NOT TO EXCEED 4,300 SF. TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION) 5832 CARRIAGE FARM ROAD
zoo o goo zoo 400 Boo 5832 RALE RALEIGH, N.C. 27603 DATE 04-27-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
on I 30% IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY LOT
SCALE 1"=200' DRAWN BY: BLM WAKE COUNTY OWNER R. KIRK LEONE DWG. NO.
WITH STORMWATER MANAGEMENT PROVIDED IN FEET ( ) P.I.N. 0688-99-2254
1 inch = 200 ft. REVISIONS: 07-08-04 ZONED R-30

CUSTOM DRAINAGE DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR STORM SEWER -PIPE CHART DISSIP~~ATOR DEESSI~
N AREA Ac. Ac. REQUIRED PROVIDED W x L x D LENGTH PIPE T1fP RAIN 025 LENGTH SLOPE INVERT INVERT SI~- BASI ( ) E D
CB 4 0.42 0,42 762 CF 1,152 CF 12'x24'x5' 10' SIZE AREA CFS FEET X IN OUT LENGTH WIDTH D50 LINING
CF ~ ' ' ~ Ac FT FT THICKNESS CB ~5 0.53 0,53 962 1,152 CF 12 ~C24 x5 ~ 10~ ,.,x„ PIPE F 72"CMP 240 324 100 1.0 379.0 378.0 18,0' 80,0' 23` 24" CLASS 2 ~ f N F 5 2,868 CF 3 200 CF 2Q x40 x5 10 I / N/F ~ ,
CB ~6 1.56 1,2 ~ ~ PIPE G 72 CMP 240 J24 100 1.0 379.0 378,0 18,0 80.0 23" 24~ CLAS5 2 B 7 0.49 p,49 890 CF 1,152 CF 12 ><24 x5 56 PIPE H 72"CMP 240 J24 100 1,0 379.0 378.0 18A' 80.0' 23' 24 CUSS 2 N B ROW N B ROWN i~ - ~ ~ ~ r
G ~ ~ .8.117 Pa .B. 117 Pa a 147 / ~ HATCH AREA DENOTES FLOOD HAZARD SOIL 9 I - % - AS PER WAKE COUNTY SOIL SURVEI'
~ N p6 .02-<. A INS AFTER EACH RAINFALL OCCURANCE ~ INSPECT B S ~ N D: -30 N 6 .02-98 0 ~ ~ p 948 ~ I O N D: -30 1
BASINS ARE TO BE CLEANED AS NEEDED C VALUE Q (CFS) I (FLUSH) FACTOR LEVEL SPREADER - ` R LA / ~ / I . R LA NOTE.
Cg LENGTH .v..._._....__._...___.. DEPTH INCLUDES 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE - / ~ / , I . \ BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROAi WAKE COUNTY ~ -I ENNRONMENTAL SERVICES,THE BUILDER'S ENGINEER ARCHITECT ~.ND OR SURVEYOR
G6 ~ .0.50 0.21 1 13 3 0.50 0.27 1 13 4' ((AS APPROPRIATE)) MUST CERTIFY THAT ALL FLOOD HAZARD RE UIREMENTS ARE ME , ~ SITE
TEMPORARY MATTING SCHEDULE JUTE Cs >FF 5 I ` (n 0.50 0.63 1 13 9 ~..-~IpO A J U7 ~ 1HERE S ALL B NO FlLUN OR THE ERE TI F Q; U T J
G6 ~ ,Q50 0.25 1 13 4' J O _ - AREAS OF WAKE COUNTY FLOOD HAZARD SOS OR FEDERALNEMlRGENCYRMANAGEMENT ROAD Q - O - AGENCY FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY ~
STA. 17+09 LEFT SIDE L-4 TO BEGINNING OF PERMANENT MATTING STA, 16+20 L-4 " TURN A OUND O STA, 19+50 RIGHT SIDE L-4 Tp BEGINNING OF 6 STONE LINED CHANNEL STA. 16+20 L*'4 b'~ ~ I _ / - ~ O w, ( ~ WAKE COUNTY AND OR F,E,M.A. I ~,...tC•' ~ ~ ~ y ~
V~
A ENT 6" STONE RIP RAP SCHEDULE PERM N v - I U w o
CHANNEL DESIGN D-Z i ~ '%a I ~ I ~ _.-~-cnDo 30- PRi~/ATE ~ to _ FLOOD SOILS SHOWN AS PER COMBINATION OF WAP;E COUNTY ~
STA, 11+25 LEFT SIDE L-4 TO STA. 16+20 L-4 CHANNEL DE'SHiN D-1 ANNEL D-~ ( ~ • ~ - STA, 11+25 RIGHT SIDE L-4 T STA. 16+20 L-4 HIGHWA'r METHOD HIGHWAY METHOD / hiOD J LLJ 0 D.A. 7.1 ACRES / D.A. ¦ 7,8 S ~ W Z ' SOIL SURVEY AND ADJUSTED WITH TOPO AND PRELIMINARY ACCESS ESM T ~ ~ ~p ~ II SOILS INVESTIGATION BY SOILS SCIENTIST (SEC).
D.A. ¦J,4 ACRES 025 ¦ 15.1 CFS 425 ¦ 15.5 CFS ~ 025 ¦ E.1 CFS USE MANNINGS E0. r USE MANNINGS E0. 1 I ~ o ~ 2
USE MANNINGS E0. g ¦ 3' ~ - ~ V I'. V O N F = / FINAL CERTIFIED FLOOD SOILS TO BE .PROVIDED IF
9.0 n • ,035 g,0 / 6..., 1,0" 6 ¦ 3 ' ~t1 COI 3c1 ~1 n ¦ . 3S ~ Q' J R06ERT L, FISH REQUIRED BY MIKE COUGHLIN OF WAKE CQUNTY AFTER ~
JII ~Ii ,03fl SIDE 5L8pE ~ 3,1 r SIDE SLOPE 'J;1 SIDE SLOPE ¦ 3:1 CHANNEL SLOPE ¦ .07i CHANNEL SLOE ¦ 4. ~~v~~w o~ New su~Ml~r~a FL600 SbIL bESIGNATICNS. _ Boosl _2~ Page 415
CHANNEL SLOPE ¦ 5. >r OEP ¦ 0.59' V2 ¦ 5, FPS DEPTH ¦ 0.84' V25 ¦ .9 FPS ` DEPTH 0.43' V25 4.44 FPS b ¦ 3' ~'~`~--•{dSf' NKA MATT1 LINE ~ b ¦ 3' _ USE ENKA MATTIMG UN 'pTN 0688.02-96-7962 VICINITY MAP
N b j USE ENKA MATTING LINER T¦YDS 82.4(D.5 .05 ¦ .8 PSF: T+YDS 62.4(0,84)',pp4 ¦ , „ s T¦YDS E2. .43).06 ¦ 1.3 PSP T FNHA MAT ~ A.0 F 7 rN A MAT - 9,n rGr I ZONED: R-30 I RESIIIFNTI (N.T.S.)
~ I tNKA MAiQ Y.U M5h ~ ~ ~ ~ K ~ ~ ~ uLultuL ~ ITA L L LF! lON ( ) U LENGTH ¦v150 LENGTFf•.¦ 150 ~ - 100 Y AK
L NGTH ~w 150' ~ ~ B.M, 1999 P ge 1730 ~ , rn ~ r, R ASM'T EXISTING EASEMENT BACKWATE E
- . ~F ~ ~ PIN 0688.02 7-7409 , ZONED: R- EDGAR H, HO S ~ = 6,04 , I 16 GRAVEL
EDGAR H. HOBBS u RESIDENTI B.M, 1999. Paga~1730 cn ,
B.M. 1999 1730 - N/F PIN,~~.~12-97-'f~01 .02-87-6 / i - : ~ ; , ~~TORMWATER CONTROL AND MANAGEMENT / /j~ / ;
~ Q OR & ZONED: R-30 ~ ZONED; R-30 / , r f - ~ / !~>rIPERVlOUS CALCULATIONS /
VACANT ? - B,M, 19 Page 1730 VACAI~,L----~~"' t i 3 ABC 7 STONE _ ~ ~ ~
3 , , PIN 0688. -87- 405 _ ' ' ~ / TYPICAL PRIVATE ROAD SECTION _ _ TOTAL ACREAGE IN CLUSTER X .15 51.87 X .15 = 7.78 (no scale)
D: 30 NE - ! , ZO ; / , ; f / i ~ / r - A . X 43560 SF Ac. = 338 919 SF 7.78 c / ,
/ , ~ ' o / ~ j~, EXISTING 12' PRIVATE ROAD TO HAVE _ _ _
~ i ~ f ' r' o i ~ /i; / / / ~ 'y; ~ - ~ : GRA A E To ACH SIDE LINEAR FEET OF STREET X 20 FEET PVMT - 3460 X 20 69,200 SF o y 2 OF VEL DD D E
~ ~ ~ ~1,0b ~ IJER P ~F,~ ~ , / / ' ~ - 338 919 - 69 200 = 269 719 SF
/ : 5 / / i / ,r f ' - - 269 71 - 000= 267 719 SF 1 WELLS @ 2000 SF 9 2, ,
r. , / ; ; , / ~ / p ,y ~ :f' ~ ~ ~ ~ ~ r~ i , ; ~ 7 ` - 30' TURN AROUND 267 719 - 2 827= 264 892 SF
NSF / r / i ~ ~ ; ' ~ EROSION CONTROL NOl£S: - 086 264 89 - 17 376= 247 516 SF EASEMENT ROAD 16 X 1 ) 2 ,
TONY & Ih1-` •f i ~ , SALLY Sf~l ; ~ / ~ ~ :
B.M. 1999 Page 1730 / v / ..fi- . r PIN 0688.02-77-6016 _ i-, ~ ~ I ORK AND MATERIALS SHALL CONFORM TD - DIVIDED BY 38 LOTS) 247,516 / 38 = 6,514 SF
ZONED: R-30 ~ _ , ~f, ~ ~ WAK COUNTY STANDARDS AND SPECIFICATIONS. ..lalQ SEDIMENT LADEN RUNOFF SHALL LEAVE SITE.
RESIDENTIAL ~ , ~ ~ / . ~ I ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED -IMPERVIOUS COVERAGE FOR EACH LOT
~v / v~: / i ~ ~ ~ i -'-TOWA£~D$ AN EROSION CONTROL DEVICE PRIOR TO ' IS NOT TO EXCEED 6,500 SF,
/ / ~ ~ / , ~ T/ MIN.i FINIS FLO t ~ ' LEAVING SITE. FLO T 1N P lOR TO
j i / : I - Af~L~..REQUIRED PERMITS SHALL BE OB A ED R _ LOT
- r u TA ;~LEV 85 ~ ~ / / S i BLE SOIL LINE i / / , A DELINEATE BY S ~ z 85 ~ 30~ IS THE MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED ON ANY THE~TART OF GRADING. Z ~ DUE TD FIELD CONDITIONS, THE LOCATION, PLACEMENT, WITH STORMWATER MANAGEMENT PROVIDED FOR THE PORTION ABOVE THE
' ~ ac a,~" ANU GIUAN111Y OF EROSION CONTROL DEVICES ANU ALLUWAtSLL WI IHUU f SIUKMWA ILK MANAGEME:N 1. 15 iW> i
~ / i ~ ~ ~ / ~ \ ~ L i , ~ -~t3R9(NAGE STRUCTURES MAY VARY TO BETTER CONFORM
~ ~ /i ~ r 61 7 $ J ~ 7 s ~ TO FIELD CONOlT10NS. F ~
,.6;00 , F;r ~ / ~ / / ~ ~ ~ 50 X00 ,w~ OSE R HAL BE SEEDE AS SPECIFIED ALL EXP D A EAS S L D ,
U ~ i RAL AREA _ _ ~ ~ , ' A o ' ~ ~ WITHIN 30 DAYS OF FINAL GRADING. 5o U ~ 20 PAVEMENTS "o a ~ ~ , AL EROSION AND SEDIMENT CONTROL MEASURES s' o s s'
I- I / ~ Ra~~ ~ / 0 G / , ~s ~ CBE INSTALLED IF DEEMED NECESSARY BY ON-SITE to' to' ~s 's~~
LLJ ~ / atJ r' ; ¢i°'~ IP~VIhV@~d~CyK?NEOF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS. R, i i z sFSSA
z ~ , r• i 14 'li P P f- U~'~ U ERPAVE A PHALT ~ ~ THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE, P~ ~
j r ~ ~ 1 , , , , ~ / ,4,103 sf, CESSARY P~. ~ , - AS THE GRADING CONTRACTOR SHALL TAKE ALL NE ~ ~
Q / C~#3-- 6,500.%sf i, x"~ / / , 'PR CAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING • CUL-oE- SACS LESS THAN soo FEET s aBC cut ESITE I IN LENGTH SHALL HAVE A PAVEMENT TH F11 SECTION OF 18'
~ i ~ i i~..~~- ~ ~ 1~ j , /
N /F ~ : ~ ; D , RESIDENTIAL STREETS
% ! - . N 45 97 s 2 ,72 sf ~ - TYPICAL CROSS SECTION
~ 6, 00 sf PIN 0688.02-7 - 1 6, 00 S 6 648 N , NTS
ZONED: R-30 _ ~ ~ ~ ~ , d
- ~ ~ - A ~ Q !
10 ~
~ 49,397 sf FN 334 ` - TAL TRACT SIZE = 37.79 ACRES NOTES:
6 00 sf 11 T , Q r' \ / 1 n - N0. LOTS = 30 -PRESENT LAND USE IS WOODED AND FALLOW.
- AVERAGE LOT SIZE = 0.94 ACRES -STREETS WILL HAVE A 50' R/W.
1 r 1 12 ~ , 7 779 f -
,~00 s 25,000 sf - AREA OF PERMANENT OPEN SPACE = 6.64 AC. -ALL RADII AT STREET INTERSECTIONS ARE 25'
R`~ ~ 6 500 sf - PERCENTAGE OF PERMANENT OPEN SPACE = 17.57% -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ' DEPARTMENT OF TRANSPORTATION STANDARDS
- LINEAR FEET OF STREET = 2,606 - WATER SYSTEM WILL CONSIST OF A COMMUNITY WELL
~ ' ~ I ~ - - AREA OF STREETS = 2.99 Ac. -SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
- ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
I WITH DURING CONSTRUCTION
1 1/2" Sf9.5A _ pERPAVE ASPHALT AIw - ONE FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY.
J5' - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
~ rhlR .1 DURING CONSTRUCTION
l 8' ABC r ' -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
SECTION A-A ' TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL I ~3~4 ~ - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
- ~TAL TRACT SIZE = 14.08 ACRES ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
SYMMETRICAL CUL-OE-SAC ~ CONTOUR INTERVAL IS 5
WITH NO CURB AND GUTTER , , ' -AVERAGE LOT SIZE = 1.06 ACRES -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
NTS , I -AREA OF PERMANENT OPEN SPACE = 4.63 AC. DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
~ ~ i
/ , - P N SPAC = 32.88 CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER PERCENTAGE OF PERMANENT 0 E E SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
EXISTING INGRESS ' EGRESS -LINEAR FEET OF STREET = 854 _ BOUNDARY INFORMATION TAKEN FROM WAKE COUNTY TAX MAPS.
EASEMENT TO BE EDED i , TO ADJACENT PROP RTY -~~~~~A OF STREETS = 0.98 Ac. - N PAC WILL BE USED AS CONSERVATION OF NATURAL AREA. ALL OPE S E
OWNER IN ACCORDANCE - NO LOT SHALL HAVE DIRECT ACCESS TO BANKS RD.
TO SUBD11flSI0N PLAT - - ONE FLOOD STUDY WILL BE REQUIRED
D
' ~ N E POTENTIAL OPEN SPACE TO BE CONVEYED TO A HOMEOWNER S OV 1 ~ Zp
, 4 UTURE R/W ASSOCIATION AND AT LEAST 10 ~ OF THE SITE WILL
- } ~7ENR • WATER I
BE AVAILABLE FOR RESIDENTS DIRECT ACCESS TO TOTAL TRACT SIZE = 51.87 ACRES >~.ANDSANDSTD n
5~ ADDITIONAL _ - AND USE OF THE OPEN SPACE. N0. LOTS - 38 /W DEDICATION
r - AVERAGE LOT SIZE = 0.96 ACRES
,~a~`uu"0°'~"4ua -AREA OF PERMANENT OPEN SPACE = 11.27 AC. ~a~ '(N CARD '~a.
100 ~ ~ 1, _ - . o s ,ti PERCENTAGE OF PERMANENT OPEN SPACE 21.73
50 9 OWN R, ~ _
1 ct» ' , ~ IN AR F ET OF STR ET = 3460 ~ E E E
LEGEND (190 ~ N ~ s~AL ERLAN L.L.C, _ - LL TIME AREA OF STREETS - 3.97 Ac. 22024 !
M „ b 184 131 ,,,m, (161) „ ~ 8216 LAKE WHEELER RD.
6 STONE CHANNEL R SD1~ 25 x50 x6 AVEL ° ppwE,R.PoIE CONSTRUCTION N o F ~ N N W yy0 NaIN~~
¦ RIP RAP ENERGY DISSIPATOR t0 ~ 0,73A ° ^ ^ o 0 0 4y ~ ALEIGHR N.C. 27603 6 q , N N ~ i~~NEL ~
~V ; 3 i p M ~ ~ ~ ~ ENTRANCE N 1 SILT BASIN ~ ~ ~ n~ u u SHEET 2
~ 1`~~ N v ~ v J
r~.,~~~.~., .,.rT~.,~ 6 ~ - . la Ib CTCIAIApT_DDnrTf1R CDr1ClrlAl r`r1AlTDnI AI ~l Al ~/~17
"¦^r ICMrunnrci Mn IIINU I J ( 1 11111 I it Nor I ; I I d ILIIrIIN I I IYVV I VIN L.1% IY Vt(!Y I I1 VL I L-,-n r / Vrl
-a- ENKA MAT w KENSINGTON MEADOWS ENGINEERING and SURVEYING
x50 x 6 GRAVEL B,M, 1999 Pa9e 1730 GRAPHIC SCALE -~-STORM SEWER PIPE NSTRUCTION PIN 0688.02-85-4871 SCALE 319 CHAPANOKE ROAD
rEN TRANCE ZONED; R-30 200 400 RALEIGH, NC 27603 TEL. [phone] FAX [phone] (A CLUSTER SUBDIVISION)
t. DIVERSION DITCH 100 ° 50 100 soa RESIDENTIAL
GRAVEL CONSTRUCTION ENTRANCE DATE 10-18-04 SURVEYED BY JOB MIDDLE CREEK TOWNSHIP NORTH CAROLINA
(IN FEET )
-a - SILT FENCE 1 inch - 100 It, 0 i SCALE 1"=100' DRAWN BY DWG. N0 WAKE COUNTY OWNEIt. .
LIMITS OF DISTURBANCE TO TA L DEN-UDED A REA ~ • 3 A C• REVISIONS ZONED R-30 P.I.N. 0688.02-86-7771