20050800 Ver 1_Complete File_20050506

..,

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

August 3, 2005

DWQ Project # 20050800
Wake County

10M Developers, INC
466 Stancil Road
Angier, NC 27501-8342

Subject Property:

Tavernier Subdivision, Garner, NC
Juniper Branch [03-04-03, 27-43-15-10-1, 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

To Whom It May Concern:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0,05 acres of wetlands, 100 feet of streams, 6,638 square feet (ft2) of Zone 1
and 4,425 square feet (ft2) of Zone 2 of protected riparian buffers for the purpose of road construction at
the subject property, as described within your application dated May 6, 2005 and received by the N,C.
Division of Water Quality (DWQ) on May 6,2005 with additional information reccived on June 29,
2005. Aftcr reviewing your application, we have dccided that the impacts are covered by Gcneral Water
Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide
Permit(s) 39 when issued by the US Army Corps of Engineers (USACE), This letter shall also act as
your approved Authorization Certificate for impacts to thc protected riparian buffers per 15A NCAC 2B
,0233, In addition, you should obtain or otherwise comply with any other required federal, state or local
pcrmits bcfore you go ahead with your project including (but not limited to) Erosion and Sediment
Control, and Non-discharge regulations. Also, tWs approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.

This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application, If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions, If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H ,0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below,

The Additional Conditions of the Certification are:

1, Impacts Approved

The following impacts are hereby approved as long as all of the other specific and general
conditions ofthis Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

N'?ithCarojina
/Vatltrll!!!!

401 OversighVExpress Review PelTIlitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/lnternet: httD:/fh2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/AffilTIlalive Action Employer - 50% Recycled/10% Post Consumer Paper

f

10M Developers, Inc.
Page 2 of 4
August 3, 2005

Stream
404 Wetlands
Buffers - Zone 1
Buffers - Zone 2

Plan Location or Reference

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

All constructed stonnwater 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 2B .0233 (5), If this is not
possible, it may be necessary to provide stonnwater 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 2B .0233 and GC 3402.

5, Construction Stonnwater Pennit NCG010000

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 stonnwater pennit (NCG010000) administered by DWQ is automatically issued
to the project. This General Pennit allows stonnwater to be discharged during land disturbing
construction activities as stipulated by conditions in the pennit. If your project is covered by this
pennit [applicable to construction projects that disturb one (1) or more acres], full compliance
with pennit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required, A copy of this pennit and monitoring report fonns may
be found at htto://h2o.enr.state.nc.us/su/Forms Documents.htm.

t

10M Developers, Ine,
Page 3 of 4
August 3, 2005

6. Deed Notifications

Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wctland, watcr and buffer
impact. Thesc mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Ccrtificate, A
sample deed notification can be downloaded from the 401lWetlands Unit web site at
http://h2o.enr,statc,nc,us/ncwetlands, The text of the sample deed notification may be modified
as appropriate to suit to this project.

7, Culvert Installation

Culverts requircd for this project shall be installed in such a manner that the original stream profilcs
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
bc 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 perchcd, the appropriate strcam gradc shall
be re-established or, if the pipes installed in a pcrched manner, the pipes shall bc removed and re-
installcd correctly,

8, No Waste, Spoil, Solids, or Fill of Any Kind

No waste, spoil, solids, or fill of any kind shall occur in wctlands, waters, or riparian arcas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenancc of sediment and erosion
control Bcst Management Practices, shall be performed so that no violations of statc water quality
standards, statutes, or rules occur.

9, No Sedimcnt & Erosion Control Measures win Wetlands or Waters

Scdiment and erosion control measures shall not bc placed in wetlands or waters to the maximum
extent practicablc, 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 Resourccs has releascd the project.

10, Certificate of Completion

Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffcr Rules, and any subsequent modifications, thc applicant is required to return thc attached
certificate of completion to the 401 Oversight/Express Review Permitting 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 penaltics, 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 cxpire upon
expiration of the 404 or CAMA Permit.

If you do not acccpt any ofthc conditions of this Certification (associated with the approved wetland or
strcam impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you rcceive this letter, To ask for a hearing, send a writtcn pctition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,

10M Developers, Inc.
Page 4 of4
August 3, 2005

Raleigh, N,C, 27699-6714, This certification and its conditions are final and binding unless you ask for a
hearing.

Any disputes over detenninations regarding this Authorization Certificate (associated with thc approvcd
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to rcview as provided in Articles 3 and 4 ofG,S, 150B.

This letter completes thc rcvicw of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffcr protection rule as describcd within 15A NCAC 2B ,0233, If you have
any questions, please telephone Cyndi Karoly at 919-733-9721 or Deborah Edwards at 919-733-9502,

Sincerely,

Enclosures:

GC 3402
Ccrtificate of Completion

A WK/cbk/dae

cc: Mikc Tisdell, Stancil & Associates, Post Office Box 730, Angicr, NC 27501
USACE Ralcigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files

Filename: S:\2005 Correspondence\20050800 Tavernier Subdivision (Wake) 401 NBR.doc

STANCIL & ASSOCIATES,
Professional Land Surveyor, P. A.
98 E. Depot Street, P. O. Box 730
Angier, N. C. 27501

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TO: Ian HcHillan

JOB:

Tavernier Subd. DWQ #05-0800

N.C. Division of Water Quality
1628 Mail Service Ctr.

additional information requested

Raleigh, N.C. 27699-1628

DATE:

6-23-05

Dear Hr. McHillan

I am forwarding to you today the following:

x

Prints

Check

Other

REMARKS:
If I can be of further assistance, please call.

STANCIL & ASSOCIATES, P.L.S., P.A.

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.. JUN '), 9 2005

By Hike Tisdell

"N" ,f,..'_:r.' ".1 i~L1r{
~It:. .1, - .:. ,:- ."'I't.J'CH
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LESTER STANCIL & ASSOCIATES,
Professional Land Surveyor, P. A.
P.O. Box 730, Angier, N. C 27501
919-639-2133 - 919-639-2602(Fax)
February 06, 2001

Division of Water Quality
401 Oversight/Express Permitting Unit
[phone]

m@@@UW&@

JUN 2 9 2005 ..
I' DENR . WATEr
.'ETWiDS N';D STO ~~ ?UAlITY
R"Mi"iTER Bi~ANCIt

To: Cymli Karoly,
Re: Tavemier Subdivision D WQ Project #05-0800.

Additional {"formation RelluestelL

1.

You have proposed impacts to streams, but have not stated which 404 Water
Quality Certification you intend to use to impact these streams or that you are
requesting a Riparian Buffer Authorization. Please state which permit and
certification you intend to use and check the Riparian or Watershed Buffer Rules.
You may want to contact the U.S. Army Corps of Engineers (USACE) to
determine which permit they will allow you to use, Please state which Permit
(Natiomvide, Regional or General) number you intend to use.
Response: A Nationwide Permit Number ./0./ has been appliedfor with the
USACE. rJ vJ ~ \ ~ ~..\y
17ze proposed impact to the stream does not match with the site plan" however,
because the stream top of bank and centerline of channel is not identified on the
maps and the impact map only shows two culverts and a rip-rap dissipater
through the center area of the stream this linear footage of impact would be
difficult to determine. Please revise your maps to include the top of bank and
centerline of channel to determine the correct amount of proposed impacts to the
stream, In addition, if this linear footage of proposed impacts changes because of
the corrected impact maps, please revise and resubmit your PCN.
Response: Vle attached impact map has been revised to show the top of bank and
channel location with corresponding areas. The impact length did not change
therefore no revision is necessary for PCN.
Please provide supportive information as to why a level spreader will not be
located between lots ./ and 5, Vle map identifies a possible buffered pond located
off property and a "constmcted channel" is located between these two lots.
Response: Level spreader No. 7 added to plan. Revised plans have been mailed

2.

3.

Vwnk you,

Cy-m io~

John M Tisdell

IdaJal/w/1S12 77\/ots 7-8. doc

.
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, stabilized and approved by the
ental Engineer and Custom Basins
ved,
eaders shall be contained within
~inage and maintenance easement
. conform to topography to meet
.t of difuse flow.

.

Install NAG S75 Staple D
From Sta. 10+50 to Level Spreader #4

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Slope = 0.0450 It/It .
Mannings n = O,022(Bare
Velocity = 2.43 Ips
Depth = 0.15 it
Install 17'TY x 24'L x 24"D
Class "1" Rip-Rap
Dissipator (d 50= 13")

Install Seed, Mulch and Tac
From Sta. 14+39 to Intersectic

* Ezjstinz Creek

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all Seed, Mulch and Tac
Intersection to Sfa. 10+50

INSTALL SILT FENCES
(SEE DETAIL SHEET

Install NAG 875 Staple D
From Level Spreader #5

11 +00
o
Tavernier Knoll

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Ti'rnTY> Tpv"" 1 .C::nr""Q

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

June 15,2005

DWQ Project # 05-0800
Wake County
Page 1 of2

CERTIFIED MAIL: RETURN RECEIPT REQUESTED

10M Developers, Inc.
466 Stancil Road
Angier, NC 27501-8342

Subject Property:

Tavernier Subdivision

REQUEST FOR MORE INFORMATION

Dear Sir or Madam:

On May 6,2005, the Division of Water Quality (DWQ) receive~ your application dated May 6,2005 to
impact 0.05 acres of wetlands, 100 feet of stream and 11,063 square feet (ft?) of protected riparian buffers
to construct the proposed 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
five copies the following information so that we may continue to review your project.

Additional Information Requested:

1. You have proposed impacts to streams, but have not stated which 404 Permit or 40 1 Water Quality
Certification you intend to use to impact these streams or that you arc requesting a Riparian Buffer
Authorization, Please state which permit and certification you intend to you and check the Riparian or
Watershed Buffer Rules, You may want to contact the U.S, Anny Corps of Engineers (USACE) to
determine which permit they will allow you to usc. Please state which Permit (Nationwide, Regional or
General) number you intend to use,

2, The proposed impact to the stream does not match with the site plan, howevcr because the stream top of
bank and centerline of channel is not identified on the maps and the impact map only shows two
culverts and a riprap dissipater through the center area of the stream this linear footage of impact would
be difficult to determine. Please revise your maps to include the top of bank and centerline of channel
to determine the correct amount of proposed impacts to the stream. In addition, if this linear footage of
proposed impacts changes because of the corrected impact maps, please revise and rcsubmit your PCN,

3. Pleasc provide supportive information as to why a Icve1 sprcader will not be located between lots 4 and
5, The map identifies a possible buffered pond located off property and a "constructed channel" is
located between thesc two lots.

N~ImCarolina
;Vatlimll!!

401 OversighVExpress 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

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/I 0% Post Consumer Paper

/

10M Developers, Inc.
Page 2 of2
6/15/05

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, Ifwe 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,

CBKJdae

cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files

Sincerely,

Cr!~

Cyndi Karoly,
401 Oversight/Express Pennitting Unit

Filename: OS0800Tavcrnicr(Wakc)hold

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Triage ChecI{ List

Date: )/10/0)

Proje6tName: -r()iv'eyr-Y1'(V~ )vj:JJ"VIJ/'O~
DWQ#: o~' () foo
County: W4 K.12

To: 0 .ARO Kevin Barnett '0 WaRO Tom Steffens and Kyle Barnes
0 FRO Ken A veritte o WiRO Noelle Lutheran
0 !vfRO Alan Johnson o WSRO Daryl Lamb
r&1 RRO Mike Horan

From: w ~ r y f.... .h~

Telephone: (919) 7/'5"-3€f7f

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The file attached is being forward~cl\ic;)}~ur f~r .your eyaIuation.
. .. Please call if you n~ed\ass~~~e. .

/ZJ stream length impacted. \
!l1 Stream dete~ation '. '. .
o Wetland determination and distance to blue-li~ surface'waters on USFW topo maps'
. 0 Minimization/avoidance issues
o Buffer Rwes (Neuse, Tar-Pamlico,. Catawba, Randlem~)
o Pond fill .
D. Mitigation Ratios
o Ditching .
.0 Are the stream and or wetland mitigation sites available and viable?
lZ1 Check drawings for accuracy
o Is the appliqation consistent wi~ pre~application mee~gs? .
o Cumulative impact concern

. .

Comments:

"

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- .

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
we Supervisor:
Date:

Eric Kulz
K SChll~tPr

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name Tavernier SID c/o 10M Developers
Project Number 05 0800
Recvd From APP
Received Date 5/6/05 Recvd By Region
Project Type Residential SID

County Wake
County2
Region Raleigh

Certificates

Permit Wetland Wetland Wetland Stream
Type Type Impact Score Index

Stream
Class

Prim. Supp.

Acres
Basin Req.

Feet
Req.

1 NW39 I OTH I@Y ON I 124-43-15-1 rei NSW 130,403. I 0.041
1 I Stream lay @N I 124-43-15-1 r--I 130,403. I I 100.00
I NBRO I Waters lay @N I 124-43-15-1 r--I 130,403. I 0.251

Mitiqation
MitigationType

Wetland
Type Acres

Feet

r

Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON
Have Project Changes/Conditions Been Discussed With Applicant? 0 YON

Is Mitigation required? 0 YON

Recommendation: 0 Issue 0 Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss)

Comments:

5/26/05 I have been to this site. Impacts appear unavoidable in order to use northern portion of site.
I have no comments regarding this project. EWK

,

cc:

Regional Office
Central Office

Page Number 1

Hand delivered 5-6-05

m&@&DW&@
I MAY 6 2005
Telephone [phone] "'" FAX [phone] DEN
l:SlJJ:Ds~;'D~~TER QUALITY
.. ORI.fI\I\TER BRlwcH

STANCIL & ASSOCIATES,
Professional Land Surveyor, P. A.
98 E. Depot Street, P. O. Box 730
Angier, N. C. 27501

. frIT O'S 00

TO: N.C. Dept. of Environment
Natural ~esources-Water
Attn: _Eric Kulz
2321 CldLLlee DlJ6.

Raleigh, N.C. 27604-2260

& JOB:
lluahty

Tavernier Sbud.

DATE:

5-6-05

Dear Hr. Kulz

I am forwarding to you today the following:

7 sets

Prints

$200

Check 7 sets USACE Other

REMARKS:
Enclosed are copies of the above subdivision's construction plans,
7 sets of the USACE form, and Iny check for $200 covering the review

fee. A. DdCkai!e has also hppn fonvarded to llS CorDs of Pn\?inpers.
If I can be of further assistance, please call.
STANCIL & ASSOCIATES, P.L.S., P.A.

By Lester

-
.

mlli!@rJ.ww~ ~

MAY 6 2005

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Office Use Only:

DENR. WATER QUAliTY
WETlNIDS NID STOHMWATER BRANCH

Fonn Version May2002

USACE Action ID No. DWQ No. in f} n f: n Vv"
(Ifany particular item is not applicable to this project, please enter "Not ;~y~licable" or "N/A".)

" "

I.

Processing

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I, Check all of the approval(s) requested for this project:
~ Section 404 Permit 0
D Section 10 Penn it 0
~ 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Pennit from DWQ
j i -',.; ) ,..,"'\" : '.__~.....
I~ I J j' ~ _ \.. ,.j t. _': ':
" --- J <...i '.-/ _j . ..' 1 ..., , .l

2. Nationwide, Regional or General Permit Number(s) Requested:
./
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

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: D

5. If your projcct is located in any of North Carolina's twenty coastal countics (listed on pagc
4), and thc project is within a North Carolina Division of Coastal Managemcnt Area of
Environmental Concern (see the top of page 2 for further details), check here: D

II. Applicant Information

I. Owner/Applicant Infonnation
Name: 10M DEVELOPERS. INC
Mailing Address: 466 Stancil Road
Angier. NC 27501-8342

Telephone Number: 919-639-2073
E-mail Addrcss:

Fax Numbcr:

2. Agent/Consultant Infonnation (A signed and dated copy of the Agent Authorization lctter
must bc attach cd ifthc Agent has signatory authority for the owner/applicant.)
Namc:
Company Affiliation:
Mailing Address:

Tclcphone Numbcr:
E-mail Addrcss:

Fax Number:

Page 5 of 12

III. Project Information

Attach a vicinity map clcarly showing the location of thc propcrty with rcspcct to local
landmarks such as towns, rivers, and roads. Also providc a dctailcd site plan showing propcrty
boundarics and dcvclopment plans in relation to surrounding propertics. Both the vicinity map
and site plan must includc a scale and north arrow. The specific footprints of all buildings,
impcrvious surfaccs, or othcr facilities must be included. If possible, the maps and plans should
include thc appropriate USGS Topographic Quad Map and NRCS Soil Survcy with thc propcrty
boundarics outlined. Plan drawings, or other maps may be included at thc applicant's discrction,
so long as the property is clearly defined. For administrative and distribution purposcs, the
USACE rcquircs information to be submittcd on sheets no larger than 11 by 17-inch format;
howevcr, DWQ may acccpt paperwork of any size. DWQ prefcrs full-sizc construction
drawings rathcr than a sequcntial sheet version of thc full-sizc plans. If full-size plans are
rcduced to a small scalc such that the final vcrs ion is illegible, the applicant will bc informed that
the projcct has bcen placed on hold until decipherable maps are provided.

1. Name of project: TAVERNIER SUBDIVISION

2. T.I.P. Projcct Number or State Project Number (NCDOT Only):

3. Propcrty Identification Number (Tax PIN): 1608.04-54-4336

4. Location
County: WAKE Ncarcst Town: GARNER
Subdivision name (include phase/lot number): TAVERNIER SUBDIVISION
Directions to site (include road numbers, landmarks, etc.): TAKE NC 50 SOUTH FROM
GARNER. RIGHT ON RAND ROAD. LEFT ON CROWDER ROAD. CROSS OVER NC
1010 FOR APPROX. 1 MILE. SITE IS ON RIGHT.

5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a shcet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 30.097 ACRES

7. Ncarcst body ofwatcr (strcam/rivcr/soundloccan/lakc): JUNIPER BRANCH

8. Rivcr Basin: NEUSE
(Notc - this must be onc of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn:llh2o.enr.state.llc.us/admill/maps/.)

9. Describe thc cxisting conditions on the site and general land use in the vicinity of the project
at the time of this. application: EXISTING CONDITIONS: FARMLAND AND
WOODSLAND: GENERAL VICINITY: RESIDENTIAL. FARMLAND AND
WOODSLAND

Page 6 of 12

10. Describe the overall project in detail, including thc type of cquipment to be used:
RESIDENTIAL SUBDIVISION ROAD: TRACK HOE: DOZER. PANS AND DUMP
TRUCKS FOR ROAD CONSTRUCTION.

II. Explain the purpose of the proposed work: SEE ABOVE

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
projcct (including all prior phascs 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 pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffcr 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.
N/A

V. Future Project Plans

Are any futurc permit requcsts anticipated for this project? If so, describe the anticipatcd work,
and provide justification for thc exclusion of this work from the current application.
. NO

VI. Proposed Impacts to Waters of the United StateslWaters ofthe State

It is the applicant's (or agent's) responsibility to dctermine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for thcse impacts in Scction VII below. All proposed impacts, permancnt
and temporary, must be listed hcrein, and must bc clcarly idcntifiable on an accompanying sitc
plan. All wetlands and watcrs, and all streams (intcrmittent and perennial) must bc shown on a
delineation map, whcther or not impacts are proposed to these systems. Wetland and stream
evaluation and dclincation forms should be included as appropriate. Photographs may bc
includcd at the applicant's discrction. If this proposcd impact is strictly for wctland or stream
mitigation, list and describc thc impact in Section VIII below. If additional spacc is nccded for
listing or description, pI case attach a separate shect.

Page 7 of 12

1. Provide a written description ofthe proposed impacts: MINIMAL DISTURBANCE
FOR INSTALLATION OF STORM DRAINAGE CULVERTS, DISSIPATOR, AND FILL
FOR ROADWAY CROSSING (APPROX. 11,063 sq. ft.)

2. Individually list wetland impacts below:

Wetland Impact Area of Located within Distance to
Site Number Type ofImpact* Impact 100-ycar Floodplain** Nearest Stream Type ofWetland***
(indicate on map) (acres) (ves/no) (linear feet)
I Clearing, Grading 0.05 No 850 Forested Wetland
Fill, Drainage

*

List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, nooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and nooding.
toO-Year l100dplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved 10call100dplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at htlp://\\"\\"w.fcllla.l!ov.
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 (detennination of isolation to be made by USACE only).

*.

...

List the total acreage (estimated) of all existing wetlands on the property: 1.68 Ac.
Total area of wetland impact proposed: 0.04 Ac.

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of A verage Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on maD) (linear feet) Before Impact (please specify)
Pipe & Rip-Rap 100LF UT to Juniper Branch 4ft Intermittent

List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts lild associated rip-r.lp,
dams (separately list impacts due to both structure and l1ooding), relocation (include linear feet before and aller, and netlosslgain),
stabilization activities (cement wall. rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and proliles showing the linear footprint for both the original and rclocated 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 l1ows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
\\"\\"\\'.lISl!S.l!OV. Several internet sites also allow direct download and printing of USGS maps (e.g., WWW.tol1ozon<:.<:olll.
W\\"W.Ill~lpl]lI<:St.COIll. etc.).

*

Cumulative impacts (linear distance in feet) to all streams on site: 100

Page 8 of 12

_//

/
/
/

4. Individually list all opcn watcr impacts (including lakcs, ponds, cstuarics, sounds, Atlantic
Occan and any othcr watcr ofthc U.S.) below:

Open Water Impact Area of Name of Waterbody Type of Water body
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
N/A

* List eaeh impact separately and identify temporary impacts. Impaets include, but arc not limited to: fill, excavation, dredgmg,

flooding, drainage, bulkheads, ete.

5. Pond Crcation
If construction of a pond is proposcd, associated wetland and strcam impacts should be
includcd abovc in the wetland and strcam impact scctions. Also, the proposed pond should
bc described herc and illustratcd on any maps included with this application.
Pond to bc crcated in (chcck all that apply): 0 uplands 0 strcam 0 wctlands
Describc thc method of construction (c.g., dam/cmbankment, excavation, installation of
draw-down valvc or spillway, ctc.): N/A

Proposed usc or purpose of pond (e,g., livcstock watering, irrigation, acsthctic, trout pond,
local stormwater requircment, etc.):

Size of watershed draining to pond:

Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically dcscribe measurcs taken to avoid the proposcd impacts. It may be uscful to provide
information relatcd to site constraints such as topography, building ordinances, acccssibility, and
financial viability of the projcct. The applicant may attach drawings of altcrnativc, lower-impact
sitc layouts, and explain why thcse dcsign options wcrc not fcasible. Also discuss how impacts
were minimizcd oncc the dcsired sitc plan was devclopcd. If applicablc, discuss construction
techniques to be followcd during construction to rcducc impacts,
ROADW A Y DESIGNED TO CROSS WETLANDS WITH MINIMAL IMPACT TO
WETLANDS AND STILL ACCESS LOTS 12 THRU 20

VIII. Mitigation

DWQ _ In accordance with 15A NCAC 2H .0500, mitigation may bc rcquircd by thc NC
Division of Watcr Quality for projects involving greater than or cqual to onc acre of impacts to
freshwater wetlands or greater than or equal to 150 linear fect of total impacts to perennial
streams,

Page 9 of 12

USACE - In accordance with the Final Notice of Issuancc and Modification of Nationwide
Pcrmits, publishcd in thc Federal Register on March 9, 2000, mitigation will bc requircd whcn
nccessary to cnsurc that adverse effects to the aquatic environment arc minimal. Factors
including size and type of proposed impact and function and relative valuc of the impacted
aquatic resource will be considered in dctcrmining acccptability of appropriatc and practicablc
mitigation as proposed. Examplcs of mitigation that may bc appropriatc and practicablc includc,
but arc not limitcd to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegctated buffers to protcct open watcrs such as streams; and rcplacing losses of
aquatic resource functions and values by creating, rcstoring, cnhancing, or prcscrving similar
functions and values, prcferable in thc samc watcrshed.

If mitigation is required for this project, a copy of the mitigation plan must bc attachcd in ordcr
for USACE or DWQ to consider the application complete for processing. Any application
lacking a rcquircd mitigation plan or NCWRP concurrcnce shall be placcd on hold as
incompletc. An applicant may also choose to revicw thc currcnt guidclincs for strcam rcstoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h20.cnr.st<1tc.ne.us/nC\vctlands/stnnu,i de. h tm I.

1. Providc a brief dcscription of thc proposcd mitigation plan. Thc dcscription should provide
as much information as possible, including, but not limitcd to: sitc location (attach dircctions
and/or map, if offsite), affccted stream and river basin, type and amount (acrcagcllincar fcct)
of mitigation proposed (restoration, enhancement, creation, or prescrvation), a plan vicw,
prescrvation mcchanism (e.g., dccd rcstrictions, conservation eascmcnt, etc.), and a
dcscription of thc currcnt sitc conditions and proposed method of construction. Please attach
a separate shcet if more spacc is nccdcd.
N/A

2. Mitigation may also bc madc by payment into the North Carolina Wetlands Rcstoration
Program (NCWRP). Please notc it is the applicant's responsibility to contact thc NCWRP at
[phone] to determine availability and to requcst written approval of mitigation prior
to submittal of a PCN. For additional information rcgarding the application process for the
NCWRP, check the NCWRP website at http://h20.enr.state.nc.lls/wrp/index.htm. If use of
the NCWRP is proposed, plcase check the appropriatc box on page thrcc and provide thc
following information:

Amount of stream mitigation rcquestcd (lincar feet): N/ A
Amount of buffer mitigation requestcd (square feet): N/A
Amount of Riparian wctland mitigation requested (acres): N/A
Amount of Non-riparian wctland mitigation requcstcd (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A

Page 10 of 12

IX. Environmcntal Documcntation (rcquircd by DWQ)

Docs thc projcct involve an cxpenditurc of public (federal/statc) funds or thc usc of public
(fcderal/state) land?
Yes D No ~

If yes, does thc projcct require prcparation of an cnvironmcntal document pursuant to the
rcquircmcnts of thc National or North Carolina Environmental Policy Act (NEPNSEPA)?
Note: If you are not sure whcther a NEP NSEP A documcnt is rcquircd, call the SEP A
coordinator at [phone] to revicw current thrcsholds for environmental documcntation.
Yes D No D

If yes, has the documcnt rcvicw bccn finalizcd by thc Statc Clearinghousc? If so, plcasc attach a
copy of thc NEP A or SEP A final approvallettcr.
Yes 0 No 0

x. Proposcd Impacts on Riparian and Watcrshed Buffers (rC(luircd by DWQ)

It is the applicant's (or agent's) responsibility to determinc, dclineate and map all impacts to
rcquired statc and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII abovc. All proposed impacts must bc listed herein,
and must be clearly idcntifiablc on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts arc proposed to the buffers. Correspondencc from the DWQ
Regional Office may be includcd as appropriatc. Photographs may also be included at the
applicant's discretion.

Will thc projcct impact protected riparian buffcrs identificd within 15A NCAC 2B .0233
(Ncusc), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rulcs and
Watcr Supply Buffcr Requirements), or othcr (plcasc idcntify )?
Yes 0 No D If you answered "ycs", provide thc following information:

Identify thc squarc fcct and acrcage of impact to cach zone of thc riparian buffers. If buffcr
mitigation is required calculate thc rcquircd amount of mitigation by applying the buffer
multipliers.

Zone* Impact Multiplier Required
(square feet) Mitigation
I 6,638 3
2 4,425 1.5
Total 11,063

*

Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.

Page I I of 12

If buffer mitigation is rcquired, please discuss what type of mitigation is proposcd (i.e., Donation
of Property, Conscrvation Eascment, Riparian Buffer Restoration I Enhancement, Prescrvation or
Paymcnt into thc Riparian Buffer Rcstoration Fund). Plcasc attach all appropriate infonnation as
identified within 15A NCAC 2B .0242 or .0260.
N/A

XI. Stormwater (required by DWQ)

Dcscribc impcrvious acreage (both existing and proposed) vcrsus total acrcagc on thc site.
Discuss stormwater controls proposcd in ordcr to protect surface waters and wctlands
downstream from thc property.
TOTAL IMPERVIOUS AREA FOR ENTIRE TRACT = 4.502 Ac.(14.959%)
TOTAL TRACT AREA = 30.097 Ac.

XII. Sewage Disposal (required by DWQ)

Clearly detail the ultimate trcatment mcthods and disposition (non-discharge or discharge) of
wastewater gcncratcd from thc proposcd project, or available capacity ofthc subjcct facility,
INDIVIDUAL RESIDENTIAL SEPTIC SYSTEMS

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (l5A NCAC 2H .0500) or any Buffer Rules?
Yes D No [g]

Is this an after-the-fact permit application?
Yes D No ~

XIV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficicntly in advancc of dcsircd
construction dates to allow processing timc for these permits. However, an applicant may
choosc to list constraints associated with construction or sequcncing that may impose limits on
work schedulcs (e,g., draw-down schedules for lakes, datcs associated with Endangercd and
Thrcatcncd Spccics, acccssibility problems, or other issucs outsidc of the applicant's control),

5..-t. -tJ!)
Date
rization lcttcr from the applicant is providcd.)

Page 12 of 12

~'.'''~,''C (,JJ."lt,. ..,,j tho;- tIt,' c, ~..\l.::.~h

WAKE
c\ lll.',; r y GCOQ~.,pt'.k Infunl'')t...=~ Sel:"\lice"

(Ot-\DSEDCE TRL-

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:.:::-::; iL::r::::::r: 16J25";.i32;3

;,1"p cr,:::.tcd on 3'15/2085105351 Ai,l
Copyright 2003 City of R3lcigh, WJkc COllnty

o c:::=:=:J 3 C5 ft

REID:
OWNER1:
ADDR1:
ADDR2:
ADDR3:
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:

DESCRIPTION:

MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS:
ZONING:
OLD PARCEL NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX:
ST NAME:
ST TYPE:
DIR SUFFIX:

0035931
10M DEVELOPERS INC
466 STANCIL RD
ANGIER NC 27501.8342

11201
2747
1/2812005
30.25
o
380422
CORPORATE LISTING
L T 5 MAGGIE 8. HARVEY
JOHNSON BM04.1093
160804
1608544336
000

we
PANTHER BRANCH
o
o

o
VACANT
R.30
807 -00000-0005

o

HARVEY JOHNSON
RD

htto:llimaos.co.wake.nc.us/imans/nnntm:'lO ~u:n?nin=l nOR';4411nR,rninpvt=~m;nY=? 1 n11')'; ')A.,'7S2111R,.....:... V=hQ")"A '7")h 1 OrM'7

Page 1 of I

'l/1 O/'"l""C

;SIFICATION
Light.duty
Unimproved dirt ========~
o State Route

VICINITY MAP
No Scale

:;' WHEELER, N, C.
....
I GARNER 15' QUADRANGLE
l537.5-W7837.517.5

1964
PHOTOREVISED 1973
5255 II NW-SERIES V842

~OOO

1 MILE
I

'<'
;>-c;.
;,o.s;' 1.-
~o\S'
<S'~o
~

ROAD CLASSIFICATION
Light.duty..
Unimproved dirt ;;=;;;;;;
o State Route

4000 5000
- I

6000 7000 FEET
I

Heavy.duty.
Medium.duty ...

1 KILOMETRE
I

\L 10 FEET
:AL DATUM OF 1929

o U. S. Route

~)

QUAORANGLE LOCATION

LAKE WHEELER, N, C,
NW/4 GARNER IS' QUADRANGLE
N3537.5-W7837.517.5

1964
PHOTOREVISED 1973
AMS 5255 II NW -SERIES V842

MAP ACCURACY STANDARDS
lEY, RESTON, VIRGINIA 22092
) SYMBOLS IS AVAILABLE ON REQUEST

---

,to

~@

iNSTALL SILT FENCES
(SEE DETAIL SHEET)

16' TemporarYJ---LSL4
onstructlon Ease ent r - -L
----CB-4 ",-

I>-

e

11 +00
-e-. 0
TaVernIer Knoll

I
I
I CB-3 :
L- _ _,;':- _ ---,
'1'10 'tll
tW ~I
v::.!) ~~
'l
's'
l:jl
LS-3 'C::al
ClJI
I I.~
I l:=i
L_J

Install 17'17 x 24'L x 24 liD
Class "1" Rip-Rap I
DissJpa tor (d ~o = 13 ") I
,to

""@ I

Install Seed, Mulch and Tac I
From Sta. 14+39 to Intersection I

Install NAG S75 Staple D I
From Level Spreader #5
to Sfa. 14+39 )
LS~--I

- 'l '--- _ _ _ ______
1 I CB-5
';,

o

~

Crossing Area
11,083 sq. IL
@

Enc1.:vater Easement
Elev. = 355.fJ2

15+00
-e-

-;-
~
~ ::::
::lo..c
~ C\1.l:l
QJ~W:::
~~ ~
ow~'~
~""1~
~ . ~
~~~

.....
~
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~

........
~
~~
~~
.....
. ~
~~
1J.e.

@

15
---

x

Left Side Channel Sta. 8+50

Erosion Con trol Plan For

NOTE:
A 10' x 70' Sight Triangle
shall be placed at all
street intersections as
shown hereon.

Left Side Channel Sta. 0+50

Total Drainage Area = 0.21 Ac.
QlO = (0.35)(7.5)(0.21) = 0.55 cis
Slope = 0.017 ft/It
Mannings n = 0.022(Bare Soils)
Velocity = 2,30 fps
Depth = 0,28 ft.

Left Side Channel Sta. 4+00

Total Drainage Area = 0.11 Ac.
QlO = (0.35)(7.5)(0.11) = 0.29 cfs
Slope = 0.0262 ft/ft
Mannings n = O,022(Bare Soils)
Velocity = 2,30 fps
Depth = 0,20 ft,

Left Side Channel Sta, 4+50

Total Drainage Area = 0.15 Ac.
QlO = (0.35)(7.5)(0.15) = 0.39 cfs
Slope = 0.0388 ft/It
Mannings n = 0.022(Bare Soils)
Velocity = 2.87 fps
Depth = 0.21 ft.

Left Side Channel Sta. 7+00

Total Drainage Area = 0.35 Ac.
QJO = (0.35)(7.5)(0.35) = 0.92 cfs
Slope = 0.0348 ft/ft
Mannings n = 0.022(Bare Soils)
Velocity = 3.42 fps
Depth = 0,30 ft,

Left Side Channel Sta. 7+50

Curve No.
Delta
Radius
Tangen t
Arc Length

1 Data
= 49017'01"
= 310.00'
= 142.20'
= 266.65'

Total Drainage Area = 0.05 Ac.
QJO = (0.35)(7.5)(0.05) = 0.13 cis
Slope = 0.0063 ft/ft
Mannings n = O,022(Bare Soils)
Velocity = 1,10 fps
Depth = 0,20 ft,

I
CB-21
Constructed ~II
Channel #4 L l'

j

Tavernier Knoll Lane

--

I
~I
I

I
I
I
I
I
Install Seed, Mulch and Tac
I From Sta. 7+19 to Intersection

I L ____
-----------

Total Drainage Area = 0.06 Ac.
QlO = (0.35)(7.5){0.06) = 0.16 cis
Slope = 0.0050 ft/ft
Mannings n = 0.022(Bare Soils)
Velocity = 1.07 fps
Depth = 0,22 ft,

Tavernier Subdivision

Install Seed, Mulch and Tac
From Intersection to Sta. 4+18

@

@

\\IIIIIIOOOOOOQ
<;,.\\\\ CA b QQIl
.".,,"'" ~\:\ .(~O-lllll~
~.,,~~ ,"'iss'j", /.p~
~ ~ "01 OA.'. __ ~
<<::::t oo~ "<(t1'o, ~ c::::a
~ :Q., SEAL 'c"" :.
~ l-2645: ~
~. €J;:o C::;)
':. '. ~/k ~r;;;j" ::
~ oo.:y./) .0. ~
~ '. S1J .' ~ ~
~"'Il ~.J.."""'" ,,;> .".,,~

1111 ~~ M ft'\.su. "",""

IlQg D:;ftnt~
cY-'7~~

Revised: 03-18-05
Revised: 03-30-05
Revised: 04-19-05
evised: 05-05-05

Panther Branch Township Wake County, NC

Install 20' x 50' x 8"0
No. 5 Washed SurKe Stone
Temporary Construction
Entrance Pad
(See Detail Sheet)

I
. -- . j EIS
. --

a.pd
-lhbcrJll lIlcnt
6' EaI Ea.se
rLandSC8re

T' )
. :::\
)0)
U
J)

IJlstaJJ NAG S75 Staple ])
From Sta, 4+18 to Sta. 7+19

@

20' Pavement
Scale: 1" = 50'

50' Right-ol-way
Date: 02-26-05

. --

o 50
r-,. ---~
-.. --.- -
GRAPHIC SCALE

100
-_ ____J

@

@

PREPARED BY

---

7+00

STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A.
98 f}epot Street, P.O. Box 730, Angier, N.C. 27501
[phone] [phone] (FAX)

---

---

/

L= Distance So That
"A" & "B" Are Level.

---

\
Install 4.5'W x 9'L x 18"D
Class "B" Rip-Rap
Dissipator (d5o = 6")

PK Nail
C/L In tersection
Sta. 0+00
TBM Elev. = 378.89

---

---

@

00
OX
\
\,~.
<2l

Rock Check Dam Detail

---

Install Seed, Mulch and Tac
From Intersection to Sta. 10+50

Install Rock Check Dams where
ditch slopes are 3% or greater

---

@

Install Silt Fence
(See Detail Sheet)

NOTE:

@

Install NAG Se150 Staple D
From Sta. 5+00 to Sta. 6+00

Temporary Spoils Area to be
lield located for optimum
use and drainage. Install
adequate erosion control as
directed by Environmental
Engineer.

01
@ ~x~1'
\,'j}'
~<2l
\>~
C

Constructed Trapezoidal Channel #4

QZ5 = (0.4}(O,19)(O.U2) = 1,70 efs
Bottom Width (W) = 10 It. n = 0.022 (Bare Soils)
Channel Depth = 0,5 ft,
3:1 side slopes Velocity = 2,47 fps
5.0% Long. slope Flow Depth = 0.07 ft.
Approx. 130 LF Seed, Tac and Straw.

~reatmen~-oe
::::::/// -111-'11- (/v $'0.-
1"= (;) ~15:t '
Width Varies

Culvert P-l

Total Drainage Area = 2,23 Ac,
QZ(j = (0.4)(8.19)(2.23) = 7.31 cis
Ql00 = (0.4)(9,72)(2.23) = 8,67 cis
Tc < 5 Minutes
18" RCP fj 1.00% - 104 LF
Flow Depth = 1,04 ft,
Velocity = 7,14 Ips
HW/D = 1.19 HW = 1,79
Max. Headwater Elev. = 377.14

>
Q.
O\Q.
~'a
t\ 0
{II \:S
t\ lID
., IT ~ -
\ ~ ~ Install NAG S75 Staple
tl ~ From Intersection to Sta.

15' Earthberm and~ ';0
Landscape Easement

@

Install NAG S75 Staple D
From Sta. 3+54 to Sta. 5+00

Rigll t Side Cl1annel Sta. 9+50

Total Drainage Area = 3.01 Ac.
QLO = (0,35)(7.5)(3,01) = 7,90 cfs
Slope = 0.0124 ft/lt
Mannings n = 0.030(Grass)
Velocity = 3.15 fps
Depth = 0.91 ft.

Install NAG S75 Staple D
From Sta. 6+00 to Sta. 9+87

Install NAG C350 Staple E
From Sta, 9+87 to Level Spreader

T = yds
T = (62.4)(O.07){0.05) = 0.22 psf
Permissible Shear Stress = 0.60 psi (Grass)

De tail
Constructed Trapezoidal Drainway
(No Scale)

Install Seed, Mulch and Tac
From Sta, 1 +52 to Sta. 3+54

D
1+52

Right Side Cllannel Sta, 1 +50

Total Drainage Area = 0.69 Ac.
QlO = (0.35)(7,5}(O,69) = 1,81 cfs
Slope = 0.010 ft/lt
Mannings n = 0.022(Bare Soils)
Velocity = 2.54 fps
Depth = 0.49 ft.

Right Side Channel Sta. 3+50

Total Drainage Area = 0.35 Ac,
QlO = (0.35)(7,5)(0.35) = 0.92 cfs
Slope = 0.0138 It/ft
Mannings n = 0.022(Bare Soils)
Velocity = 2.42 fps
Depth = 0.36 ft.

#3

LEGEND:

...

SEED, MULCH AND TAC
JUTE MA'lTING OR EQUIVALENT
PERMANENT CHANNEL LINiNG
TEMPORARY DIVERSION DITCH
RIP-RAP LINED
TEMPORARY CONSTRUCTlON LIMITS
SlLT FENCE

x ...
XX ..
TO .-
~

Right Side ChlUUJel Su. 0+50

Total Drainage Area = 1.26 Ac.
Ql0 = (0.35)(7.5)(1.26) = 3.31 cis
S.!lpe = 0.017 it/ft
Mannings n = O,022(Bare Soils)
Velocifsy = 3,60 fps
Depfb = 0.50 It.

Right Side Channel Sta. 2+00

Total Drainage Area = 0.40 Ac.
QlO = (0.35)(7.5){O,40) = 1.05 cfs
Slope = 0.005 ft/ft
Mannings n = 0.022(Bare Soils)
Velocity = 1,71 fps
Depth = 0.45 It.

Right Side Channel Sta. 4+00

Total Drainage Area = 0.57 Ac.
Ql0 = (0.35)(7.5){0.57) = 1.50 cis
Slope = 0.0262 ft/ft
Mannings n = O,022(Bare Soils)
Velocity = 3.47 fps
Depth = 0.38 ft.

Right Side Channel Sta. 10+00

Total Drainage Area = 3.15 Ac.
Q,O = (0.35)(7.5){3.15) = 8.27 cis
Slope = 0.0278 it/It
MIUUJin6B .D = 0.030(CrlUls)
Velocity = 4.30 Ips
Depth = 0,80 It,

Note:
Stabilize site as areas are brought up
up to linish grade with vegetation,
pl;ving, ditch linings, etc. Seed, mulch
and tac denuded areas within fifteen
(J 5) days of completion of any phase
of construction.

--*- )(--

NOTE:

Treatment for side ditches and channels
as shown hereon are based on North American
Green products and specifications for temporary
and permanent linings or equivalent,

~

------- ------ ---~- -_.~._~._~- --.. ~- ---~-

~

====l<=-~-=--
- =~= ~=-~~--

-4Q l\.------

-~ --- ~~-
-- ~~-=-
~.. -_ tLt:)

-- -------- -----, ------ .~._.__._----------

390

c::>

~

---~ ~-

390

.....
-.-----

9si ti
If=-afi
lintr

~~--
~.~
~-C ~
~-~K--
.l:l..~t":!---
-......lO----~
-0--;.- -11
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.q-. t::.. .--
-;~.5 .~-
;:q ~ ~==

....

380

---....-- -~--

5LQa----~ -----===K=:-511. _U--= =--==-=--
250' -- -~---~-----

=___==-_4J1Jl~
-!J=-ZOO'

380

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--------t- ~.-
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--- t":!-
--;SII~
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-~ -Jt.\--

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.1'5%

- ---~-_.._-~---- .,--~--"--~_._-~

=

=

.

----~~

370

--

370

~- -- .._~ --------- --_. ---

.-0,68 0

-

-

--

...

360

360

"'----- -------- -~--_.._- ------ --~ ..-.~-_.-

350

~
~--
~ --==---==-

~~
~
-~
-==~

350

~
-Qe
~
~
-_.~

-~
-~
~
K
-==~

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~- ~~
. z-.:
~-~- -~
-~ =-==~-~~

--c:e
-----~
~
---- K
-=== ---==~

--~
--~- --~-\O
~ -- ~~
~ ===~ ===:~

~
~
K
-~

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-~
---- ~
-~ ===--

~
~
-~

l:-.~
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~~--

~
~
~

~
-~~- -~
--~~
-.:=-~ =-

Q:)

--- ....----- -~- --~---

- .

~-

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

\ DATA \LWPB-1501\CPLAN2.dwg

341
Sheet 2

NOTE:
A 10' x 70' Sight Triangle
shall be placed at all
street intersections as
shown hereon,

Level Spreader #3 Data
Total Drainage Area = 3.49 Ac.
QlO = (0.4)(7.5)(:1.49) = 10.47 fps
Minimum Entrance Width = 10 It.
Minimum Depth = 0.5 ft.
Minimum End Width = 3 ft.
Minim urn Length = 136 It,

Level Spreader #4 Data
Total Drainage Area = 0,17 Ac.
QlO = (0.4)(7.5)(0.17) = 0.51 fps
Minimum Entrance Width = 10 It.
Minimum Depth = 0.5 ft.
Minimum End Width = 3 ft,
Minim um Length = 10 It.

Level Spreader #5 Data
Total Drainage Area = 0.15 Ac.
Ql0 = (0.4)(7.5)(0.15) = 0.45 Ips
Minimum Entrance Width = 10 It.
Minimum Depth = 0.5 ft.
Minimum End Width = 3 ft.
Minimum Length = 10 It,

Level Spreader #6 Da ta
Total Drainage Area = 1.14 Ac.
QlO = (0.4)(7.5)(1,14) = 3.42 Ips
Minimum Entrance Width = 10 It,
Minimum Depth = 0.5 ft.
Minimum End Width = 3 It.
Minimum Length = 45 It.

Left Side Channel Sta. 10+50

Total Drainage Area = 0.10 Ac.
QlO = (0,35)(7.5)(0,10) = 0.26 cis
Slope = 0.035 ft/rt
MIlIIUillg8 11 == O.(W2(JJtu'c Soils)
Velocity = 2.50 Ips
Depth = 0.19 It

Note:

Level spreaders shall not be installed until
project is stabilized and approved by the
Environmental Engineer and Custom Basins
are removed.
Level spreaders shall be contained within
a 20' drainage and maintenance easement
and shal1 conform to topography to meet
the intent of difuse flow.

*@

Install Seed, Mulcll and Tac
From In tersection to Sta. 10+50

Left Side Channel Sta. 11 +50

Total Drainage Area = 0.18 Ac.
QlO = (0,35)(7.5)(0.18) = 0.47 cfs
Slope = 0.0312 ft/ft
Ml11willgs 11 = O.022(lJtu'c Soils)
Velocity = 2.77 Ips
Depth = 0.24 ft

Left Side Channel Sta, 13+50

Total Drainage Area = 0.23 Ac.
QlO = (0..'35)(7.5)(0.23) = 0,60 cfs
Slope = 0.0290 it/ft
MtllJ1lillgs 11 = O.022(1J1ll'e SuUs)
Velocity = 2.87 Ips
Depth = 0.26 ft

Left Side Channel Sta. 14+00

Total Drainage Area = 0.10 Ac.
QIO = (0.35)(7.5)(0.10) = 0,26 cis
Slope = 0.0450 ft/ft
Ml11wilJgs 11 == O.022(lJare Soils)
Velocity = 2.74 Ips
Depth = 0.18 It

Left Side Channel Sta, 15+50

Total Drainage Area = 0.07 Ac.
QlO = (0.35)(7.5)(0.07) = 0.18 cfs
Slope = 0.0450 it/ft
MUlll1illgS 11 = O.022(lJal'e Soils)
Velocity = 2.50 fps
Depth = 0.15 ft

Install Seed, Mulch and Tac
From Level Spreader #4 to Level Spreader #5

Left Side Channel Sta. 14+50

Install NAG S75 Staple D
From Sta. 10+50 to Level Spreader #4

Total Drainage Area = 0.06 Ac.
QIO = (0.35)(7,5)(0.06) = 0.16 cis
Slope = 0.0450 it/it
Mannings n = 0.022(Bare Soils)
Velocity = 2.43 fps
Depth = 0.15 It

Install 17'W x 24'L x 24"D
Class "1" Rip-Rap
Dissipator (d 50= 13")

.....q"
~!\~~
4o/~
~ ~
f,.~ q,'lr1iD q,'t!
_Jt>..~'$'
~'~.... ....
""Y' ~ 0,
o ~
~~o ~
~b~
O""qj 0
"" qj ~
..... ~ 0
~o

Note:
All erosion con trol ma terial
design based on North American
Green products or equivalent,

Install Seed, Mulch and Tac
From Intersection to End Construction

L== Distance So That
"A" & "B" Are Level.

....

x

..

CB-2
Total Drainage Area = 0.36 Ac.
QIO = (0.4)(7.5)(0.36) = 1.08 cis
JJisturbed Area = 0.38 Ac.
0.36 (1800 cu. ft./Ac.) = 648 cu. ft.
13'W x 25'L x 3'D
(Includes l' Vertical Flood Storage)
Minimum Weir Length = 10 ft.

jxt>:lX
~~
c
",Q., ><
-- a ~

Rock Check Dam Detail

\
Install Seed, Mulch and Tac \
to In tersectioll
\
\

~
~
.....
~
......

INSTALL SILT FENCES
(SEE DETAIL SHEET)

Install Rock Check Dams where
ditch slopes are 3% or greater

'"
001.)
CI)

~I
~~
~
'-1~
~.b
::1t!:l
l::l

11+00
~
Tavernier Knoll
xx

C/L at Property Line
Sta. 16+43.63

Note:
Stabilize site a8 areas are brought up
up to finish grade with vegetation,
paving, ditch linings, etc. Seed, mulch
and tac denuded areas within fifteen
(15) days of completion 01 any phase
of construction.

q"
1::--
~
.c:
(,,)
001.)
~

*
@

NOTE:
ALL EMBANKMENT FILL GREATER
THAN 7 FEET AS MEASURED FROM
THE ROADWAY CENTERLINE TO THE
INVERT, FOR ALL STORM DRAINAGE
PIPE CROSSINGS, SHALL INSTALL
GUARDRAIL TO NCDOT SPECIFICA TIONS
OR BE AT A 4:1 SLOPE OR FLATTER.

o

15+00
o

o

....

x

..

x

,- Easement and Clearing Limits - -;-
_ CB-~ ~
~ ~
'... C
00I.),::/<~
(,,)0.:>
q" .
rtl~
~..... ~
001.) lQ'...
'::"-1e
~~~
G-ti)~

001.)
I::~
q,,~
SC:;
~~
"'to
~......
"t;l .
'"
~ti)

Custom Basin
Install Basins as designed (See Detail Sheet)
and clean when 50% full of sediment.
Immediately stabilize or protect sediment removed with
silt lence and replace gravel filter with new washed stone.

-..
oiJ
CI)

@

@

CB-1
Total Drainage Area = 2.49 Ac.
QlO = (0.4)(7.5)(2.49) = 7.47 cis
Disturbed Area = 0.43 Ae.
2.49 (1800 cu. ft/Ae.) = 4,482 cu. ft.
24'W x 47'L x 5'D
(Includes l' Vertical Flood Storage)
Minim um Weir Length = 10 It.

/

Backwater Easement
Elev. = 356.62

CB-4
Total Drainage Area = 0.17 Ac.
QI0 = (0.4)(7.5}(0.17) = 0.51 cis
Disturbed Area = 0.17 Ac.
0.17 (1800 cu. ft/Ac.) = 306 cu, ft.
9'W x 17'L x 3'D
(Includes l' Verticlll Flood Storllge)
Minimum Weir Length = 10 it.

CB-5
Total Drainage Area = 0.12 Ac.
QlO = (0.4)(7.5)(0.12) = 0.36 cis
Disturbed Area = 0.12 Ac.
0.12 (1800 eu, ft/Ac,) = 216 cu. it.
l1'W x 20'L x 2'D
(Includes l' Vertical Flood Storage)
Minim um Weir Length = 10ft.

Install NAG C350 Staple E
From Sta. 9+87 to Level Spreader #3

Install Seed, Mulch and Tac
From Level Spreader #3 to Level Spreader #6

Install NAG S75 Staple D
From Level Spreader #6 to End Construction

Culvert P-2A &: P-2B

Total Dl'ainllge lireR = ,'35.84 Ac.
Q25 = (0.4)(7.25)(35.84) = 103.94 cis
Q100 = (0.4)(8.67)(35.84) = 124,29 cis
Tc = 8.97 Minutes
36" RCP and 42" RCP fj 2.50% - 56 LF
Flow Depth = 1.57 ft.
Velocity = 13.67 ips
HW/D = 1.49 HW = 4.47
Max. Headwater EIev. = 354.62

380

370

360

~----J-== .. .. --=t-~=-----====

350

340

Right Side Channel Sta. 11 +50

Total Drainage Area = 3,49 Ac,
QlO = (0.35)(7.5)(3.49) = 9.16 cf,;
Slope = 0.030 It/ft
Manninga n = 0.03o(GTIUIB}
Velocity = 4.72 fptl
Depth = 0.80 ft

Left Side Channel Sta, 16+00

Total Drainage Area = 0.14 Ac.
QI0 = (0.35)(7.5)(0.14) = 0.37 cfs
Slope = 0.0450 It/It
Mannings n = 0.022(Bare Soils)
Velocity = 3,00 Ips
Depth = 0,20 ft

-- ---- -.--. ._~

---QS
ow
-tJ1
-~
. .~

~

Install Seed, Mulch and Tac
In Level Spreaders #3 thru #6

Left Side Channel StB. 13+50

Total Drainage Area = 1.14 Ac.
QlO = (0.35)(7.5)(1.14) = 2.99 cis
Slope = 0.0290 ft/ft
Mannings n = 0.030(Grass)
Velocity = 3.40 fps
Depth = 0.54 It

CB-8
Total Drainage Area = 0.48 Ac.
Ql0 = (0.4)(7.5)(0.48) = 1.44 cis
Disturbed Area = 0.48 Ae.
0.48 (1800 cu. ft./Ae.) = 884 cu. it.
12"" x 241. x 4'D
(Includes l' Vertical Flood Storqe)
Minimum Weir Length = 10 ft.

\\\\\\00000000
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"".,,"" ~\\ ~~O~ g<?.?
.... ~ ,....,. <--./' ."."
~!S> ,,'~~SS 10". 4- ~
... ~ .~o ~'. 7' e>
:::l'l '1'.-.-. ':.
~ .~ SEAL ~ ~ ~
~ L-2645::
~ ~J ~: ~
e> .~:%. ~". ...
~ 0 0 e:::,
~ 0011>0 SU 0.0 ""'" ~
.".~. .....~..
"'.? ""04 '.....' ~e""."..
.?<?gg 'lJ M, 'tiS \\\\\\""
oOoao

0~

Erosion Con trol Plan For

Tavernier Subdivision

Panther Branch Township Wake County, NC

Tavernier Knoll Lane

20' Pavement
Scale: 1" = 50'

SEED, MULCH AND TAC
JUTE MATTING OR EQUIVALENT
PERMANENT CHANNEL LINING
TEMPORARY DIVERSION DITCH
RIP-RAP LINED
TEMPORARY CONSTRUCTION LIMITS
SILT FENCE

Revised: 03-17-05
Revised: 03-31-05
Revised: 04-19-05

NOTE:

AIl Drainage and Utility
easements shown hereon
shall be permanent lwd
Public Dedicated.

LEGEND:

..
X ...
XX ...
TD ..
~

- )E-- -*- -

CB-3
Total Drainage Area = 3.49 Ac.
Ql0 = (0.4)(7.5)(3.49) = 10.49 cis
Disturbed Area = 0.72 Ac,
3.49 (1800 cu. ft/Ac,) = 6.282 cu. [t,
28'W x 56'L x 5'D
(Includes l' Vertical Flood Storage)
Minimum Weir Length = 10 ft.

CB-(j
Total Drainage Area = 1.14 Ac.
Ql0 ::: (0.4)(7.5)(1.14) = 3.42 cfs
Disturbed Area = 0.21 Ac.
1.14 (1800 cu, It./Ac,) = 2,052 cu, ft.
16'W X 32'L x 5'D
(Includes l' Vertical Flocd Storage)
Minimum Weir Length = 10 ft.

CB-9
Total Drainage Area = 0.90 Ac.
Ql0 :: (0.4)(7.5)(0.90) = 2.70 cis
Disturbed Area = 0.66 Ac.
0.90 (1800 cu. It./Ac,) =: 1,620 cu, ft.
14'" Jt 29'L x 5'D
(Includes l' Vertical Flood Storage)
Jlinhnum "eir Length = 1 0 ft.

50' Right-ot-way
Date: 02-26-05

o 50
~-_-_-..-..J
GRAPHIC SCALE

100
I

~

....

--- ~l
!
~
~f

380

370

360

350

340

341
S11eet 3

: y/
I ,X> I
I CB-3 I ~~. ~
-----, \ I~
~I ~'< ['-
-I ?' I~
tl y qj
!PI' I a
.. x, III
~I x, 1=
&1 v I~
Cb
. I I~
~, I~
I y I~
LS-3 I I~
L_J

- I

~
-~

~
~-
===t":l

10+00

CB-7
Total Drainage Area = 0.66 Ac.
QlO = (0.4)(7.5)(0.66) = 1.98 cfs
Disturbed Area = 0.66 Ac.
0.66 (1800 cu. It./Ac.) = 1,188 cu. ft.
14"" x 281. x -I'D
(Includes l' Vertical Flood Storage)
Minimum Weir Length = 10 ft.

..-.....

u-'8
-~-Q.;
~
~~-~. .

- -.- I-um"
----:::;:.+ ~..........!

-

-~~ ==~
:h.o) K
~ ~-,--
n~
-ailJ-~
- -It
-CI}-~ _. _.._
~-~ ~ a

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.-.7.--~
___ __~.._m_ .~__.

--~
001.)
_._,--===~
~

~
-~
--~..-~

1I~ --

_ ==~~3:1i
=---16 ~-

7L-

~--C\t .._-~ ~ ~-
. ~--~. ~--
K I< o)~
~-= ===~B ~._._ ~.-- _ -~=_ ._=

--=~-- -=----~
---=~ =-=--=----~
-=-t":) === n__~
14+00

-~
-.... -
1<-
~--
-t":)-

-_.~

.~==-

-~-
--<l::,)-
--~-
~-

~

11 +00

12+00

13+00

15+00

17+00

18+00

16+00

DATA \L>>'1'0-1501\ Cl'LAN3,dwg

PREPARED BY

STANCIL & ASSOCIA TES
PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P.O. Box 730, Angier, N.C. 27501
[phone] [phone] (FAX)

,<-Bm ~),
---J f-E"

Plan

Place Groove or
Bell End of Pipe
To Face of Wall

1_ 5'-8"(38") .. _ 5'-8"(36")
0'-4"(42") 1 0'-4"(42'')1

9"

--11-- 4:1 S~
..;.--

t't'f
<:c C\j
~ ~ ~ ~
~ ~ <:c C\j
I:l) C\j Il') 'lo
.' .'
\(") <:c

~;.(",J

3'-1 "(42")
End Eleva tion

Optional Footing
Construction .JOint (If Const Joint is used)

Eleva tion

* Subject to current standards
as ouUined in North Carolina
Division 01 Highways Roadway
Standard Drawing No. 838.01

Headwall Detail

Not To Scale

(:ztl;

eri~ -- t81~ i" .....- eO' .
- l!eElic -. ~,

-=--=t- ---~5~=--} -=-~f-=

~~ -..-. -----------i-__~ .__.

---.-
I
+

~.~ -----=!===--=
-- ----+----
.~===- -=-=+=~--=--
--==1=-=---

~
~ -- ~
~. ---
- -. --

-~~ ----~-

NOTE:
A 10' x 70' Sight Triangle
shall be placed at all
street intersections as
shown hereon,

Right Side Channel Sta. 0+50

Total Drainage Area = 0.03 Ac,
QJO = (0.35)(7.5)(O.03) = 0.08 cfs
Slope = 0,0250 ft/ft
Mannings n = O,022(Bare Soils}
Velocity == 1.70 fps
Depth = 0.14 ft

Constructed Trapezoidal Channel #1

Q25 = (OA)(8.19)(O.66) = 2.16 cfs
Bottom Width (W) = 4' n == 0.03 (Grass)
Channel Depth == 0.5 ft,
3: 1 side slopes Velocity = 3,02 fps
5.0% Long. slope now Depth = 0,16 it,
Approx, 180 LF - NAG S75 Staple D

Erosion Con trol Plan For

Level Spreader #1 Data
Total Drainage Area = 0.66 Ac.
QI0 = (OA)(7.5)(O.66) == 1.98 fps
Minimum Entrance Width = 10 ft,
Minimum Depth = 0.5 ft.
Minimum End Widtll = 3 It.
Minim um Length = 26 It.

Left Side Channel Sta. 5+00

Total Drainage Area == 0040 Ac,
QlO == (0.35)(7.5)(OAO) == 1.05 cIs
Slope == 0.0115 It/ft
Mannings n = 0.022(Bare Soils)
Velocity == 2042 fps
Depth == 0,42 ft

Curve No.
Delta
Radius
TRngfmt
Arc Length

2 Data
== 24D37'45"
== 230.00'
= {j(},21'
== 98.87'

T = vds
T = '(62.4}(0.16}(0.05) = 0.50 psI
Permissible Shear Stress == 0.60 psi (Grass)

Curve No.
Delta
Radius
Tangen t
Arc Length

3 Data
== 26D24 '21"
== 230,00'
== 53.96'
== 106.00'

""

Install Seed, Mulch and Tac
From Intersection to End C-D-S

Constructed Trapezoidal Channel #2

Q25 = (0.4)(8.19)(O,48) == 1,57 cfs
Bottom Width (W) == 4' n = 0.03 (Grass)
Channel Depth = 0,5 ft.
3:1 side slopes Velocity == 3.01 fps
7.0% Long. slope Flow Depth == 0.12 ft,
Approx. 140 LF - NAG S75 Staple D

Level Spreader #2 Data
Total Drainage Area == 0048 Ac,
QJO = (OA)(7,5}(0.48) = 1044 fps
Minimum Entrance Width = 10 ft.
Minimum Depth == 0,5 ft,
Minimum End Width = 3 ft.
Minim um Length = 19 ft.

evised: 03-18-05
Revised: 04-19-05
Revised: 05-05-05

GRAPHIC SCALE
PREPARElJ BY

@

@

o
\

CD

Harvey D. Johnson
Deed Book 11021, Page 304
Book of Maps 2004, Page 1093

T == yds
T = (62.4)(O.12)(O.07) == 0.52 psi
Permissible Shear Stress == 0.60 psf (Grass)

Left Side Channel Sta. 1 +50

Total lJrainage Area == 0,12 Ac,
QJO == (0.:J5)(7.5)(O.12) == 0.32 cfs
Slope == 0,0250 It/it
Mannings n == 0.022(Bare Soils}
Velocity == 2040 fps
])Optll = 0.23 It

Left Side Channel Sta. 2+00

Total lJrainage Area == 0.16 Ac,
QlO == (0.35)(7.5)(O.16) == 0.43 cfs
Slope == 0,0250 ft/ft
Mannings n == 0.022(Bare Soils}
Velocity == 2.59 Ips
Depth == 0.26 ft

~\\\\\\DOOOOOO
'I,~\ CA b 00#
<,,'1,'1, ~\\ qO(, #.??>
~~~ ,'~'isi;"j", 1"1>?>~
~ ~ .,'0 01"'. "7 ~
...,~ ~,,,,,
:; :I:l., SEAL ~: ~
... . '"
~ . L-2645 : :
~ 6e~ ~.o:
"" ' '\:11, ~c:s ' ...
~ \o~/) ./ ~
~ .;. ". SU ......"\ ~
(? Vo ....... (U~ ~
?>?>?> '4q M "'\$~ ~....
IlIJIJ . 1 ~\~
00000 . .

~~

Ta vernier

Subdivision

Panther Branch Township
Islarnorada
Duvall Iiill

Wake Co un ty, NC

Lane

Street

20' Pavement
Scale: 1" = 50'

50' Righ t-of-way
Date: 02-26-05

o 50

~--~--~

100
I

Install Seed, Mulch and Tac
From Intersection to Sta. 2+05

STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P. O. Box 730, Angier, N. C.
[phone] [phone] (FAX)

27501

Note:

Level spreaders shall not be installed until site
is stabilized and approved by the Environmental
Engineer and Custom Basins are removed.
Level spreaders shall be contained within a 20'
drainage and maintenance easement and shall
conform to topography to meet the intent of
difuse flow.

----

-

No, 2

@

Constructed Channel #1

III

C/L Intersection
Sta, 0+00
(Islamorada Ln.)

=Sta. 9+16.48
(Tavernier Knoll Ln.)
~

20'
~ fu..Jl18.J2e12t
~'rJ/ii;;E8.-!!-d ~/ic
30' Pe~e12t -

) ;(DOUf0r -€:~ ~

LS-1

\
\

-
-
c
~

\*
\@

~~
*0 ,07
Q.f~
~
~9-
~Oj
constructed~;:;U~
Channel #2 ; ~
D.! 1
~~ 17
~1 / /1-8
IS-2 j
I I

@

Install NAG S75 Staple D
From Sta. 2+05 to Channel #3

~w\
';(\
~
c
'"'I
I>>
~
("l
c
l:l
III

\\

=s
t"1

\~

....

\
\

*
@

*
@

L= lJistance So That
"A" & "B" Are Level,

Rock Check Dam Detail

*
@

ln8ta11 Rock Clleck DaIns wllere
ditch slopes are 3% or greater

C/L Intersection
Sta. 0+00
(Duvall Hill St.)

=Sta. 15+73.84
(Tavernier Knoll

*
@

Install Seed, Mulch and Tac
From Intersection to Channel #2

*0

\

Install Seed, Mulch and Tac
From Channel #1 to Channel #2

Note:
Stabilize site as areas are brought up
up to finish grade with vegetation,
paving, ditch linings, etc. Seed, mulch
and tac denuded areas within fifteen
(15) days of completion ot any phase
01 construction,

Left Side Channel Sta. 4+50

Total Drainage Area = 0.39 Ac.
QlO = (O,35}(7.5}(O.39) == 1,02 cfs
Slope == 0,0115 ft/ft
Nannings n == 0.022(Bare Soils)
Velocit)' == 2040 fps
Depth = 0041 It

Install Seed, Mulch and Tac
In Level Spreaders #1 and #2

NOTE:

Temporary Spoils Area to be
field located for optimum
use and drainage. Install
adequate erosion control as
directed by Environmental
Engineer.

Right Side Channel Sta. 1+00

Total Drainage Area = 0,12 Ac.
QlO == (0, 35)(7. 5)(0. 12) = 0.32 cfs
Slope == 0,0250 ft/ft
Nllnnings n = 0.022(Bare Soils)
Velocity : 2.40 fps
Depth : 0.23 It

380

....-~~ ----
-!oJ._ _~- -~
~= ~== ~===-
tj.<::l ~~ ---
--~+ u==: ~._==--=---
-- .--- --~.~
-~--~ -~~-~_._._. ---- - -- -~--- -

.----~:__R~
----- --~~

~ .~ -- ...... ~.--E=

- --. -38

370

~.._-----_. --~ -- -~-
-Q>-.- -
~ ._==- ~._-~--
-=== - -- ==;oQ;~===~. -~ -lC~----':: -=--- ~-

~;;;--=- ____n_~ ~=--==~~ ~:~ ""l ~==-
.~ ....;--~- ~- -~ .~ ---~-
j.. ~ -- --~ ----;- . ---
__c~_ ~ ----~1I--~-" -~ ~lJ-- -
-...~ ~-=.---~ --:-_~ _tl~--~ =. .--
C';}-J. ._ -==~ t== -S-t ~ a -~ t-..
e~
--~~--

- -~<::l-
-~ -<i;)----
-==----- .. --i;=~ .~.
_. --- -"........ lr,j-
- -- ~- - ------I-~ ~~--
.::s'
(.) ~ II
--~ ._-~
=== --- ---- ---- - = =~S .t- ~=------
_-= .::--tSQ:j tij _

--=== -3'7-

. -- ---~~ J.:'31i
L - 100'

= 7il-:U7

--
-- ~

-~

- ----{jOL t

360

--

---3€Jo-

'--

----

~.- ~_.~_.__._-
~.:::..---

--

___1--==

350

.-350

340

Constructed Trapezoidal Channel #3

Q25 == (0.4)(8.19}(O.97) == 3.18 cfs
Bottom Width (W) = 2' n = 0,03 (Grass)
Channel Depth == 0.5 ft.
3:1 side slopes Velocity == 3.09 fps
2.5% Long. slope Flow Depth = 0.34 ft.
Approx. 150 LF - NAG S75 Staple D

@

/1066
/}eect ~ .t. JE.
"'ook bOOk ll.r.r~
0.1' /II 8 -l ?'. "{.P" b
'q I'ip,g i9, PCl .e..s tli t
-lOOe ~e...? e
, PCl '3;>-3
~e -l n
0'0$

---
----.

30'
Pe...
."JJQ
ete.r
.blJ.t"f
~e.r

T = yds
T = (62.4)(O,34)(O,025) == 0,53 psi
Permissible Shear Stress == 0.60 psi (Grass)

----.

LEGEND:

----.

..
X ...
XX ...
TD ...
~

SEED, MULCH ANlJ TAC
JUTE MATTING OR EQUIVALENT
PERMANENT CHANNEL liNlNG
TEMPORARY DlVERSION DITCH
RiP-RAP liNED
TEMPORARY CONSTRUCTION liMITS
SILT FENCE

Install Silt Fence
(See Detail Sheet)

Install NAG S75 Staple D
From Sta. 1 + 13 to Channel #3

Right Side Channel Sta. 1+50

Total Drainage Area = 0,22 Ac,
QI0 = (0.35)(7,5}(0.22) = 0.59 cts
Slope == 0.0250 ft/ft
Manningll II : O.OZZ(Bare Soils)
Velocity = 2.80 Ips
Depth = 0,29 It

~reatmen~}le

" l.=(~;1/ ~I ~~! s

Width Varies

Install Seed, Mulch and Tac
From Intersectioll to Sta. 1+13

~

)(-----

NOTE:

Trcatment for sidc ditc1lCS and c118.I1I1els
as shown hereon are based on North American
Green products and specifications for temporary
and permanent linings or equivalent.

De tail
Constructed Trapezoidal Drainway
(No Scale)

--~ ===_ ,tj-.1ET----- -- -===- __-==~=====
tL.- _ _____
~e --
~~
~..."".lr
- --~

#---.

'FlEE -LE6E.

380

.Q>- --- -------.
~----~

370

...-

--

--

l

--

--

.......

360

350

~~, -----------~. ----- ~-~~_._-- ---~-- .~---~ ,~-_.~.- '-

~- .==~- -3-4l)-= --===-=-~:==~--- -=-=='~- --=~~:~==

340

:===: ~===:=------ -----.:~ === ~-

------- .---.--- . ~- -~~

___ _ ~ ____ u__~
._- ..-----=--=-- ~-t"j ===-=-~===~-_.~ -

-<ii::l

--<ii::l.
-~ ----~
""4 ---------0)
~ - ~-- ----lQ
~ -- ---0') - ~=_==~ -

2+00

-==~ ==~.===---~ =====~=====~ === ----- ==-- ----= ==-
--=~=== ===~--- ..--~=~---=--= -- - ~===-=--=~-==-.---== ===- -~
t"':i ======.==~====.....=__t";)==:-=-.--.-- ut";) ==-.-=-.....==~ ... --- --- =====~_--- _ .____ =-=:=-= -----

__n~

0+00

1+00

3+00

4+00

5+00

6+00

_-.:~ ~-- ---=~ =--- =---=- ~ ==- ==~ ~--.---=-- ==~ === .~===-- --~== ==:- ~------ === ==- -===--
==:~==----= ----==~ ===-==~~ ==-=---=~ =~:=::.:====~ -====-::.=========-===-===--= ==-- --. ----- ---
--'~'=-=-~==-=- -~~=~~--===- =-~ ~==---=--'==-~ =-== ~=~=--~==~ ====- -====- -_._---=-==~ --~_.,--- ------~_. ====-- -----=== -====.==----

0+00

1+00

2+00

3+00

341
Sheet 4

DATA \LWPB-1501\ CPLAN4.dwg

SEEDBED PREPARATION

1.) Chisel compacted areas and spread topsoil 3 inches deep over
adverse soil conditions, if available,

2,) Rip the entire area to 6 inches depth.

3,) Remove all loose rock, roots, and other obstructions leaving
8urfflce rell801JflMy 8llJOOt]J flJld III I j[Ul '111 ,

4.) Apply Rp,ricullul'RJ lime, fertilizer, alld super pllOsplwte ulliformly
and mix with soil (see below.).

5.) Continue tillage until a we11 pulverized, firm, reasonably uniform
seedbed is prepared 4 to (J inches deep.

6.) Seed on a freshly prepared seedbed and cover seed lightly with
seeding equipment or cultipack after seeding.

7.) Mulch immediately after seeding and anchor mulch.

8.) In8pect al1 seeded areas and make necessary repairs or reseeding
within the planting season, if possible, If stand should be over 60%
damaged, reestablish fol1owing original lime, fertilizer and seeding rates,

g.) Consult Conservation Inspector on maintenance treatment and
fertilization after permanent cover is established,

. Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs./acre - 10-10-10
Superphosphate - 500 lbs./acre - 20% analysis
Mulch - 2 tons/acre - sma11 grain straw
Anchor - Asphalt Emulsion @ 300 gals,/acre

SEEDING SCHEDULE

Shoulders, Side Ditches, Slopes (MAX. 3:1)

Date

Aug, j{j-Nov 1
Nov I-MRr 1

~
Tall Fescue
Tn]] Fescue
&& Abruzzi Rye
Tall Fescue
Hulled Common Bermudagrass
Tall Fescue and
... Browntop Millet
... or Sorghum-Sudan Hybrids

Planting Rate

300 lbs,/Bcre
:100 lbs./Rcre
25 lbs,/acre
300 lbs./acre
25 lbs./acre
120 lbs,/acre
35 lbs./acre
30 lbs./acre

Mar 1-Apr 15
Apr 15-June 30
Jul 1-Aug 15

Slopes (3:1 to 2:1)

Mar I-June 1

Sericea Lespedeza (scarified) 50 lbs./acre
&&
Add Ta11 Fescue 300 lbs./acre
or Add Weeping Lovegrass 10 lbs./acre
or Add Hulled Common Bermudagrass 25 lbs,/acre
... Tal1 Fescue and 300 lbs./acre
... Browntop Millet 35 lbs./acre
... or Sorghum-Sudan Hybrids 30 lbs,/acre
Sericea Lespedeza (unhulled-unscarified) 70 lbs./acre
and Tall Fescue 300 lbs./acre
Add Abruzzi Rye 25 lbs,/acre

(Mar l-Apr 15)
(Mar 1-June 30)
(Mar 1-June 30)
June 1-Sep 1

Sep 1-Mar 1

(Nov I-Mar 1)

Consult Conservation Engineer or Soil Conservation Services for additional information
concerning other alternatives for vegetation of denuded areas, The above vegetation
rates are those which do well under local conditions; other seeding rates combinations
are possible. For a lawn quality turf, double or triple rates.

...Temporary - Reseed according to optimum season for desired permanent veletBtion
Do not 11110"- tompornry cover to gro" over 12- in hei6ht before mo"in6. othorrrise
fescue may be shaded out.

NETS AND MATS

NETS ALONE GENERALLY PROVIDE LlTTLE MOISTURE CONSERVATION BENEFITS AND ONLY
LlMITED EROSION PROTECTION. THEREFORE, THEY ARE USUALLY USED IN CONJUNCTION WITH
AN ORGANIC MULCH SUCH AS STRA W,
EXCEPT WHEN WOOD FIBER SLURRY IS USED, NETTING SHOULD ALWAYS BE INSTALLED OVER
THE MULCH, WOOD FIBER MAY BE SPRAYED ON TOP OF AN INSTALLED NET.
MATS, INCLUDING "EXCELSIOR" (WOOD FIBER) BLANKETS, ARE CONSID.ERED PROTECTIVE
MULCHES AND MA Y BE USED ALONE, ON ERO)}}BLE SOILS, AND DURING ALL TIMES OF THE
YEAR. PLACE THE MATTING IN FIRM CONTACT WITH THE SOIL AND STAPLE SECURELY,

INSTALLATION OF NETTING AND MATTING

PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET-TYPE PRODUCT USED AS A PROTECTIVE
MULCH SHOULD PROVID.E COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLlED.
INSTALLATION IS ILLUSTRATED TO RIGHT,

1. APPLY liME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF OPEN-WEAVE
NETTING IS USED, LlME MAY BE INCORPORATED BEFORE INSTALLING THE NET AND FERTIliZER
AND SEED SPRA YED ON AFTERWARD.

2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN
THE GRADE, ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO
NOT STRETCH,

3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES
DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN IN DETAIL. STAPLE THE NET EVERY 12
INCllES ACROSS TllF: TOP F:ND EVERY .'1 rr. AROUND TIlE EDGES AND HOTTOM, Wl1F:RK 2 STRIPS
OF NET ARE MID SIDE BY SIDE, THE ADJACENT EDGES SHOU]'D BE STAPLED DOWN THE CENTER,
EVBRY 3 F'T. DO NOT STRETCH 1'lJ.E' NBT WIlEN APPLYING STAPLES,

4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET, OVERLAP THE
END OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN IN DETAIL, AND STAPLE EVERY 12 INCHES
JUST BELOW THE ANCHOR SLOT,

MAINTENANCE

INSPECT AIL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION, OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH, CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLlSHED.

+0,25

Face
of Curb

+0.16

Exist. or
proposed~ /
Pavement /

+0,136

+0.025

-0.15

-0.04

-0.25

3'-0"

3'-0"

5'-0"

3'-0"

A. Curb & Gutter Section

r:ar.
Pavement
Width

0,02

6'-0"

8'-0"

5'-0"

Shoulder
Width

I .n.1l ~
~

+0,08

.-. ------

0.02

-----

-0.08

-0.18

-0.2:;

5'-0"

B. Shoulder Section
Driveway Turnout Grades

CONSTRUCTION SEQUENCE

STONE SILT CHECI( DAM

SILT FENCE

1. Obtain a land disturbing permit. Schedule a pre constructioll
conference with the Environmental Engineer, Glenn Johnson.

I STEP 11

DRIVE STEEL POSTS 18" INTO GROUND AND EXCAVATE
A 6"x 6" TRENCH UPHILL ALONG 7'lJE LINE OF POSTS.
WOOD POSTS 4" IN DIAMETER MA Y BE USED,

I STEP 21
ATTACH WIRE FENCE TO POSTS AND EXTEND THE
BOTTOM OF THE F.E'NCE 6" INTO TIlE EXCAVATED
TRENCH.

6"

I STEP 31 6"
ATTACH THE FILTER FABRIC TO THE WIRE FENCE
AND EXTEND THE BOTTOM OF THE FABRIC 6"
INTO TllE TRENCH.

2. Install gravel construction pad, temporary divpr8ions, silt ("nce,
custom basins or other measures as shown on the approved plan,
Clear only as necessary to install these devices. Seed temporary
llil't'l',"!i()JIS, lWl'lJJS lwd busius iWJJwdillf,uly /lILfl/' eUllsLnwUou.
AJI Neuse river Rnn CRpe FeRr river buffer8 8hown within the
project limits 01' adjacent to t.he project limits ."111811 be marked
with orange tree protection fence or similar device before the
Certificate of Compliance is issued,

l' Mi~ Pavement
<<~~~/>>~ _J( Jvr~ 1J ~f ) ~ .. t, ~()..u0/)\"7"'\7
//~<(;(<(;(~.<<. '.'::<0/.. ~lrl.' Yl )1.. )" "-) ){ i'lY7^,~-<(;(~/
""'/i)y;~/>:::'/~ . Alii ~ltL~~ )~~~/X:-7'
/ /'\(<<<-<~~ ~(~ F~ ..;/ A..<<<<'(/ ,
/>-y>-y~ J:~;ZJ!1i ~/ r~---- Roadside lJitcll
/<<'0~ - 'L.-f y .z"'--/- MV'
'~~ ~>/n % ~'0%~~
Class I Rip-Rap with No. 5"<< f<..%~~~~"-:. Nt'
Washed Stone on the Upstre . /1'///./ /,r./ / 0 e. . , .
Face (See Side View) Wher:e Dltch does ~ot Allow a 2 Welr
SectlOn, a Parabolw Swale shal1 be
Constructed with Class I Rip-Rap

3. Call 856-7413 for an onsite inspection by Environmental Engineer
to obtain E/ CertificE/te of CompliE/nce.

4. Begin clearing and grubbing. Maintain devices as needed. Rough
grade site.

SECTION ACROSS DITCH

5. Install storm sewer, if shown, and protect inJet.<; with block and
gravel inlet controls, sediment traps or other approved measures
as shown on the plan. Begin construction, building, etc.

SECTION THRU DITeIl & FILTER

6. Stnbilize site as areas E/re brought up to (inish grade with vegetE/tion,
paving, ditch linings, etc. Seed, mulch and tack denuded areas within
fifteen (15) days of completion of E/ny phase of construction.

7. When construction is complete and all arens are stabilized completely,
call 856-7413 for inspection by the Environmental Engineer.

l' 2:i-
C R. 'MiL. Min.
E/rry lp-Rap up
Side of Spillway-~r-y..--...:......... --~, Min,
~"~1~~
Flow= ,. LfLi J?'1...l.0 ')fY~...L,
'A 10 X, 1 [T rK..l~l
-\d Class I RiP-RI.I~
1.' Varies With Depth
iL . of Ditch

Freeboard

8. If site is E/pproved, remove temporE/ry diversions, silt fence, custom
basins, etc., and seed out or stabilize any resulting bare areE/s. A1l
remaining permanent erosion control devices, such as velocity
dissipators, should now be installed.

9. When vegetation has become established, call for a final site inspection
by the Environmental Engineer, Daniel Rowe, Obtain a Certificate of
Completion.

Varies with Depth
of Ditch
-'--

Notes:
1. The ditch shall be cleared out
whenever the sediInent reaches
1/2 the total depth of the ditch.

HEIGHT;
MAX.
3'
MIN.
2'

~l!
if
II

EROSION CONTROL NOTES:

I. All ],RIHi disturbing Rotivifie.9 shall be conducted ill RccordlJl/ce
with Wake County Standards.

2. All temporary erosion control measures shall be maintained
in proper working condition during the period of construction.

2. Class B rip-rap LlJaY be used to
construct stone silt check daIn.

,

"-h11
~~
~
~fb..~

Top of Dam \ 1'-." _.""ord JlIn.\

Top of EIevaUon of Swrm "ater ~ \ r_O"MiIJi I

\ Cap Top of Pipe 6" PVC or I I
6" PPC Riser with slots

~~~ ~ ~ /k~:~~~ I
LLY --H"X 4' pre (No ~:~)'

Level Spreader
(Not To Scale)

l' Flood Stora,e Zone

3' Sediment Stora.e Zone

Tarp ~1'D'" 1'0 1'.... of lIIte); SlOP.-.I

1.15' Min. Sediment Depth
...... ......

~"

. ,,:.~ : .. : .. :.. TrE/nsition
...-:::::::::<t0~(/" .. to 0 grade
,-:::::{:::::::,:,:,:,,-:::: \ \ .. .. .. .. .. .. .. ..
:.+ .<<<<<<<<<':':". .. '-J ... + '" >II
..<-:::::::::::::::::::::-:-.~., -- ..-/~ /.. .. .. .. .. .. .. ..

............... .. .. .. .... ....... ./ ~ /.... + ..... '" ....

;' . ; .. .. .. .. .. .. L!) ........ .-.:- ~ta bilized

.. .. .. .. .. .. .... ) .. .. .... slope

+++++++ ++....++

Stable .............. l.:: \) .. .. .. ..

undisturbed--..... .. ." .. .. .. .... '\ ........

outlet ~ .. .. .. .. .... ../ ~" ~.. ..
... ... .... ..... .... ..... .... ..... ..... ~~ ~ ~ \

'" ...++++++........+~

Vegetated
diversion

See Note J
la r.trbed stolle lYlter
ro rop of SIo'"

Section Thru Basin and nIter

-J

Top of Do",

, ~cb.,,1j l1urT fP'J'
L DIl..... (JlIn. 1B J

~.

r Sodhn...t Pit

1'-e"1
11B,..J

lM>,u.

"'1]' Prvteef.ioa

~.

~.

(;....~

- (Tn) "-,;....:
Note,,: .. / ~*~

I. Dr." do"" riser shaH be 6- sea 40 PVC with olean-out / / ~
cap and "I<1tll. Slots "hall be pla"lId 1/8- fride, I" on / / ~
center radial aroulld piI,e. Ver/lcal sa" cuts 24" Ion,. //. ..
/ 1ot'

0/;/\\~"
a... "JI" RJrIlap m.n,.1Gr
s..DoUBIi_

2. The Tarp Ulfed to protect fbf" weir whit!! be tbe width.
specified. The length of the tarp sbell be according
to nanabIe supply. U mulUple tuptI are w be uIJed.
th.... tarp. slJlul be lapped at r-.t 111-. 17.., aplffrram
IZ. t.up dell oftlTlAJI lb" ~ faJp. me t.up
dell "" 50 mil __~ ....(r .o..r ,.",..... r.r U. r:
......,..-

"~ r1'-."
,\~7Zl
3'

+ + + ~ + + + + + + + + +
+ + + + + + + + + + + + +
+ + + + + + + + + + + ~,

6" PVC w/Slofll

CUSTOM BASIN
NO SCALE

:."\'~W
\\\ - -' I
A: Bury the top end of the jute strips in ",\I'~ __::::-T~ ~
a trench 4 inches or more in depth. ","..:-::":- ,r;~.wo:::-__
i0' -- " -
~ ~ ---- 11:.-- -
1:=111=11 =1111 ;=;:

~

I
~
I
50'
Right-ot-Way
I
20'
Pavement

8'
Shoulder

B: Ta.mp the trench full of soil. Sec

Jrith row of staples, 10 inch ,\' .>v.. .~

spacing, 4 inches down from ~"\'.r ",,,,
th tr h ,,' ro. '" '"

e ene. ~2~~m~~;: !

C. Ove!laf.:-BurY, ,!pper end of lower strip "1I~=f
as m :.4 and B. Overlap end -
of top strip 4 inches ..AJ
and staple. I ~I"'~ ~~CE' Overflow ~
'I -4---./ '
\ "~\\.\\---~-:--====::::-::::- ,~~~,
" _-_- ,\t""__~-~. ,;~~~~~,---'
@ _-_- ___~.r "<...{\",.:....~._?______
~ - l"I :v/ - - - _y'/ ,~~~,~~~~~:.;:-.--__-- --__--
-1:::::111: :1I1=:U IY/ t __J:; ~~""" ':" ...-:~--- __ -- --
~JJ;= ~ ,~r~~~~~~~:.'-~- -:-------
D. Erosion stop--Fold of jute buried =lIF ~~~~~~~~~~~.....,:-.::- ::=-:-
in slit trench and tamped, ~~~~~~~~...~____p-: -:
double row of st.IJples~ ,~~~,~~~~~::.-...."""...::__~'?___----
~.)K~l)V,ii(U ~~'V ,~~~~~~~~:~\S%?____--------
+_:""-'l_-r: -- ""~~""'" - -----
- ~~::-- ~~-t:z0::.cz::-: ;<~ ,. - - --
#~=::~0=~-:-- ,~~~~~~~E~~~~- Place staples

1~1~1I!mWi II~ ,,,,,,,,,,,~-....->-::-ft-: 1 1/2 to 6 feet apart

. ~' m~ ,,::11~:!!!~~~' i:m;'~:::'.': t.;:p J.:e .!,r,'e

"',*,"",. ..._~---------
'i '" ,~~~~~~~m~L~~t~:-~;;!;~
, '601.: """m",,~.......,-...:..*--.::--:--
- """"""'\".-.......~------------
II 'V'V'V 'V ~"\~~~~~~~~~~~~~.:.:.":,......':':---::-------::.----:---
=- '\V 'V 'V~,~~~~~~~~~~~~~..;:.:.-~ ::--_____--:.:-.:
!.JTF.' 'V 'V ~"""""",,~......::=s ---------
'!lff~ 'V'V'V,~~~~~~~~~~~~~~:..~... ~ :::.::-::::
- -=lll- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~-- ...... -.... ";,. - - - -----: :: : .: .:-:
"~1I """""".....-":,........-:- :---:--,,:

~~~~~~~ll~\~:~ -,

-'4' _III ,,_ I~F"

L F. Press ends of jute 4 inches into the soil
around structures and staple securely.

-

M,tX, 10'
BETWEEN
POSTS

~~

-
-
~
<.J.lt:(

l-
I--
I--
I--

:tlj:tj m;tt- t ~
~:::

TEMPORARY GRA VEL CONSTRUCTION ENTRANCE

1. NCDOT #5 or #57 washed stone shall be used.
Pad to be 50'L x 20'W x 6"D at a IniniInuIn,
2. Turning radius sufficient to accoInInodate large trucks
is to be provided.
3. Entnmce(s) should be located to provide for InRximllm
utility by all, construction vehicles.
4. Must be maintained in a conditioll wllicll will prevent
tracking or direct flow of Inud onto streets. Periodic
top dressing with stone will be necessary, keep SOIne
handy,
5. Any Inaterial which still Inakes it onto the road Inust
be cleaned up iInInediately,

ISTEP 41

BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY
TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE
AND CANNOT GO UNDER IT,

I-

~I'" I-

SECTION

r-

r-....'"

c

<

::t~

t-
~ ~ ~
---- q::t ~,:;t-- t--
...:r::::

~~~
-I::::t.....

t--
'--,
..:(::t::l~~
--J:::
D

--- STEEL POSTS

- WIRE FENCE "HOG

- FILTER FABRIC

NOTE:. Bottom of filter fabric must be placed
lD trench and secured by either backfilling
with soil material and tampinlJ' or by
placing washed stone to a helght of
6" above gl'()und level.

WIRE"

BOTTOM OF' WIRE FF:NCE AND
/ nL1'.E'R FABRIC BURIED 6"
/ IN EXCAVATED TRENCH,
f- STEEL POSTS DRIVEN 18" INTO

GROUND,

Construction Specifications

1, The matting should be a minimum of 4 ft. wide extending 8 inches over the
lip and buried 6 inches deep in a vertical trench pn the lower edge. The upper
edge should butt against smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.

2. Ensure that the spreader lip is level for uniform spreading of storm runoff.

3, Construct the level spreader on undisturbed soil (not on fill).

4. Construct a 20 ft. transition section from the diversion channel to blend
smoothly to the width and depth of the spreader.

5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smpoth to keep flow from
concentrating.

8. Immediately after its construction, appropriately seed and mulch the entire
disturbed area of the spreader.
Maintenance

Inspect level spreaders after every rainfall until vegetation is establishedf and
prompUy make needed repairs. Mter the area has been stabilized, make periodic
inspections and keep veletB.tion in a healthy. vilorous condition.

6'
Shoulder

6'
Ditch

1" Per Ft.

. .', ", . ,,")~' I . ~", '. "'. .

1/4" Per Ft, 1':' Per F.
.' ~ . -.. '....: < 't\ :~ " .;.. ,~. t.

';:J

$\o11e
~:t

Slope as Req'd, l',/Ft,
i ... ,"' .... - .I '\ J ., "l ,,~.. I ".' ,. ~ .' ~ 8---
.0 ...... _\1 . ... ..... ~..~..~~ ...':....../~_...~'. : .. .. : .... ~". ............. ~../ ~(),1
.. ....... , . .. .. . ..1 & /Jf
~oPe SlOpe
3" SF-9.5 A Superpave Asphalt Mix *
1-1/2" SF-9.5 A Superpave Asphalt Mix

e-.!!." STBC, Type A or C
8" ABC, Type B

$\ol'e
~:t

RESIDENTIAL COLLECTOR

NOT TO SCALE

· SUBJECT TO STANDARDS OUTLINED ON
PAGE 23 OF THE NC SUBDIVlSION ROADS
MINIMUI!...f!!/'lSTRUCTION STANDARDS
AND ENGmA 'RED FlEW SOl13 TESTS.

TYPICAL STAPLE
#8 Gauge Wire

C/L

~I

1'/'11'

35' Pavememt Radius

. ,
.
o

~ . . '\
. ".

, ' .
" 0- ., . ~

I 4'~ I
/1117#/7/7/

r1!..l 4' I

Liner should be installed using two 4 ft.
widths with a 1 ft. overlap. This would
,iV!' (I ft. tntlll IInt'r width which would
be centered in the ditchline.

* Subject to Stal dards outlined on page 23 of the N. C.
Subdivisions R(~ds Minimum Construction Standards
and engineered field soils tests.

DETAIL FOR STABILIZING CIlANNELS
rfITlf JUTE THATClfING
NO SCALE

TYPICAL

CUL-DE-SAC

~.

"'v

~

<I<1.4~~J
. 4~ ~..' ~<1 'fi

ROAD ~9.5 A Superpare Asphalt Miz
t;: .~!i,c, Type A or C
1-1/2" SF-9.5 A Superpave Asphalt Mix
8" ABC, Type B

6'

5'

R/W
4'

CROSS-SECTION

\ DATA \LWPB-1501 \ DETAIL. dwg

d~eS
~O9-
,~i~g
j\djot

~t<?
c2~q; ~
~~~~~~ 0:
..."r.N.. n:1:. _n:-) n.J n .J1::'t::::::... 0 I ~
~~~~~~~ ~~~^-
~ibJ'L' "t-- Yr "1: "l: 'h '~~ q
2" - 3" Washed ~~.YK.Y11:~~ ~ ,~
Surge Stone ~~>-1 .~.J~~~ ~
~..... 1- r<:i1 va' ~tVJl11:~ ::
~ ....~ 2 d:X ~~ ~
~Y~~mlM~ 1
~.c ~ ..{" ~-LJf~'
~ l.d"! .J"l--< .n- ~ 1
NCDOT #5 OR #57 ~~'r~~~
Washed Stone 'G: pi>"

Install Geo-Textile
fabric under Stone

Notes:
Applicable at all points of ingress & egress until site IS stabilized.
checks of the device and tiInely Inaintenance Inust be provided.

Frequent

VELOCITY DISSIPATION
APRON DETAIL

Jq ~
J LI

Elfl
I~~J

PLAN

NOTES:

1, Apron lining may be rip-rap,
grouted rip-rap, or concrete.

2. La is the length of
the rip-rap apron.

3. d= (see fes data section above)

,I'

4. Dimensions are as specified
on the plans.

La

-\

5, A filter blanket or filter fabric
should be instal1ed between
the rip-rE/p and soil foundE/tion.

!!!,=I!!,=I d F ih ^ /l'l QJ(\A~~ W) /J o~ cg;"l=II=I\I=
=!!I=.!!I t I r IT ~ 1 ."(/ & 0'( 0 -111=111=11
111=111=1 J_J ~~~ ~ v Iqf;>Po i{9 {J iii=liI=liI=

SECl'lON A-A \
"--- FILTER BLANKET
(USE #57 STONE
BEDDING OR GEOTEXTILE
PIPE OUTLET TO ~ FLAT ARIffDERLlNER)
WITH NO DEFINED CHANNEL

r

I ---Q.rIXofO..fh La "I A ~ ~r C2
~~ I '%> .ol'l
L~~~L~3 I ~~:: ~

~ PLAN ~~o
SEC110N A-A ~ FILTER BLANKET
(USE #57 STONE
BEDDING OR GEOTEXTILE
UNDERLlNER)

11
'J

PIPE OUTLET TO A WELL DEFINED CHANNEL

~~~~ -~ ~
,>:.,,<,~~~ 4 ~R:J~>>)Y.i>'y>;Y^,
<<',<(~~Il ~ 16 ~"
"~7),: ~ . \~ ~y
'/ij ~~A ", '
12" CLASS B
RIP-RAP
FILTER FABRIC

RIPRAP DITCH LINING DETAIL
NTS

2'-0" Min
Direction r ~ I ~

Of}~
~ 18" Min S:l

3,../

2'-0" Min
Top Width

~j
~
.-?

BerIn

PERMANENT DIVERSION SWALE DETAIL
NO SCALE

\\\\\\\\\\UDDDOOOQ

~~~~~\\ CA/(o:Q~~~
~~ ~ 0.000110 -<V/ t?e?
~ ~ "'~f.SS 1;;"', 4- ~
~ ...~p :t,... '7 ~
~ .~~. ~
:; : SEAL : :
: : L-2645 : :
.... ~...
~ '. <t-A~ ~C.. :;:
~ 0..: Y/) .0. ~
~ ..? '. SU .' ~ ""
--"~~'~
ef..... U> ~

03-17-05
05-05-05

341

Sheet 5

Us ?-o

\

~~..~~~~><t;r;~~ S;~;;1 * NOTE:
~..8<;~~~<~t~~><'?8\ ;:;::a:::~l ~;u:t~:;~li:: :e t:;e:;e;:i:k:r County
\~?~.~"~~~~:X~~ ,:{~ Z::~yH(;;~/~~~ ;:a:e~:~ ::::g::c~l ~a~~e::ent

~ ~~>~'.S:~>AX:>~~~~ study is approved by Wake County and/or FEMA.

/ \~>,/J)J;;o;;~) :::::n.:q~::::(A:(~~i1din. pmnil (or 10," or oprn i
" t~~>;~~:~/if/f}<~Y~' ::~e /::::t:~n w~thFl;:d ~ ~~;:e;;S~~e~h:s:U~:::n/:;;'om f~ I~ ~.
~ ~~~t~";'::~">'~'<;;5.'\/:..;x;$>~ / Wake County Environmental Services. The builder's \\_:::::::::~~HI) ]
<;~ >:~>,::\(</yVx<<>, > engineer, architect and/or surveyor (as appropriate) ~~ ~ ~
)\ / Y/"", '</ ~,.(."> '\X)< .> must certify that all flood requirements are met. 'tl
R-30 Cluster Development'G;~~~v~'(~ >~ [SerUon 1-1-26(A)(6)] Ii ' ......0.....
Minimum Buildin~ Setbacks<~/~A::;<)<j;<'~/,~'<.;X >y ~ ~~'\~"- CAl?Ouu~tJtJ
F t 15' P t 0 S U. ~.." ~ .' . 0 ". 'I; ~ tJ..
ron = R B ~~ D t '1 ermanen pen pace ses :!'>~~ ....af,SS 10.... ~1r ~
Side = 5' iparian Un. er e a1 <;: ""Y. :'r1.Q..l' :.f'o '7 ~
Rear = 15' Not To Scale PermRnent Open SpRce is reserved for conservation and protection :: 'IJ.,Y ~ 0 ""
Corner Side = 15' of Natural Hazard Areas and, :;: : SEAL t"'o: :
NOTE: NOTE: : : L-2645 : :::
T'h . 1 t' NO T'E. Riparian Buffer shaJ} be measured Provision of active and/or passive outdoor recreation opportunities ;. '.0 -C ~S:: ::
IS p a is a constructIon plan cover sheet onlv. . outside of aJ} easements, reparian buffers, setbacks, and /or ~ o.~A~ .:::
,/ from top of bank. lf no bank exists, ( /' .. .;YlJ SO .' ~ ~
It does not conform to G.S.47-30 as amended and IS During the construction of this pro'j'ect conservation areas e,g., baJJ fields, playgrounds, tennis courts, ~ ~o ........... ~..""
measurement shall be from centerline swimming pools, basketball courts, bikeway.s, walking trails, and tJtJ.. ~h fT" d~"-' ....
not intended for sales or recordation. an iron stake is set at a 15' offset from the of flow. "up"~ M. ).\'" \,\"'>
picnic areas) for the subdivision's residents or employees and ~J- U~,j'JDD,o~, n. ~~~.- \\~~ ~
Vue to the I!eneralized nature of this plat, tile IId/Illl front (right of WilY) COl'ner of 1lJ/ lois. thf'ir K",.,qt.q; (Not,.: Thi,q dO('!i not preclude R m,.mb,.,.,qhip C:J
After thp sirept side slopes and/or shoulders requirement or monetar.v charge for use of recreation facilities
lots ShOW11 ll1ay or may 1~9t represent actual lot layout. have been constructed and stabilized, iron such as swim and or tennis club, as long as subdivision residents '.
Refer to recorded subdivision 1 t f. r 1 1 t or emplo.vees have an opportunity to join the club or pay to use ~ Rel-'ised: 02-21-05
._' pas or Ina 0 \ stakes will be set at all corners as shown the club facilities. \ el'ise(J:, 02-26-05
dimensions and acreages.. ) \ '\. hereon as is in accordance with Title 21, \ \ vised: O~-18-05
/ I \ I \ \ \ \ \ \ \ \ Chapter 56, Section .1602, Paragraph (c) of \\ / ~- ----- - - - ~, R ed: 04~.18-05
/ I \'... tIle North Carolina Administrative Code. ~; ~ \ / ~/ _ __ __ ~" '" Rev~s d: 04-25-05
__ / III i! \ \ \ \ \ \ \ \ obby L.. Murray Estate _ / "',liev~se 05-0~-05
'I ( \ \ I I I l \ \ eed Book\8178, Page 2373 ~ / .... // -- --, .......,\ 'Rev~sed~ 75-12>-05
Holland Fa s --- --J }/. \ \ WOPded\\Ar1a I \ I \ Bq,ok of Maps 1998, Page 1995 / / / ..../ /......- /-- - '''--', I ~ensed:\ 16-21 ~05
Book of Maps 1991. P e 268 / --- -{J \ \ \ \ ~ i \ ( I. //"-.~ \ I \ \ \ / (/ / /_lfoode1,Area' I \ \ \

n;:o~ O:f~~: 1:~~, ~a" I;:: ;;@ 11{ I~Ji..'8 ' \.1 \.. ~ \ \ \' ~ ~ , / / ,\ ~ \ ,,]'~;:P:::;~d I ' //, /:?' _- , ) I I I
Book of Maps 199__3, Page 103p 26 ~'~.: 19~08' \....:..~.:N'. \ ZO(.33, ,.Is 88""'ZO"$ 1838.85'}Total) '/' R 3~ . .' / ./ / / / ~./ / /./ ~ ../ / / / / W ) I
/' ~ \ \... . \.. \ 10 \ r . 44214' ,,_ ~' / ~ )
~ L-43 ~. \ ':....:.;:. ~ L\ -L-' ~ I . ~, '2~' ~~571~".I ~ 3f4;1}8! / / ,/./ / EIP / / /
I ~ \ .... \ \'..:...":. Cl:l:\ '\""' ~ I I -+- ~ \ .22._~~' . - ~/ ./120.()OiL'E'..>v<."....~.e......, ~ A-~' ,I
___ . r gi . '. '.,..::.\;:. ~ ''___ _ / 4 616' sq ft@\".p" ~o:-: ~.t~ 1~16 ~ft.@= _ ~- I...L.. /' :. :,~";':"::;:;~ :p,O,y:-:/:....f ~..::....:, ~~.. / ,I / ----- -~......d- - - -
~ 7 ~ ~ j,f , \\' \:-:':-:::-:'. \. .'---~ 4,616 sq., ftl \ 'AlIo~B~le' 1 7 \ ~ ~~ /-: ;5; :') ~ J.. I~~~ -1B - // ~ ..' .~: ::~~: ~ . ~ . :-:-:->-:'l'!::::-:-:-~ ' II .// ,1/ / .' .// ~
-~ "'" ........ ........... ~ / Allowable \ if.//) l: ImperflOUS ~ ~~ ~ ?V.... / :. .......... ~ .Y.... J?' .... ,'~ 'b / / /
-, 2 - ---.L/ ~~' ~_" ',' _ f4.",,- .-:><:~:::::-~. ~ ~ - / .Jn1pe1fvi1ui@.... .~"<.' \. 0,821 Ac; II I ~~' 9' ,~'f -', ---- ~ 0.491 AC'-:;'rjo..6'!J' ~......../" ~ / ./' / :: ,<':-::: ...rz..h:YV:::::::-"::'" ~/ ~ / / / // // /
'~f, . . . .'.. . . . _ '- I I I '-- \ .-rA-' ~ -- - '(rv-4,618 sq. ft. "-/ / * ./:'. t1:': , .... I;? / ~ / '
/ ot ", ,....:-:-~:-:~i~.. ~~-.. - ; I 16 "\ ", '~64';)"'::"'" ~ i\?'..% - ,:\ ~ AlIowa~le.... ..., ~ '1:-' ~-' - :... ?5"~" / tI) / / / / / P //
-r- / - - 'ftrt per..1Da m~u.t.:.> '--. .~. /./ I 1.64~ Ac. .........\ \ ~ ij1> ---:-- \~ ~' ~ " - _ _ ~@:mpe!Ylg.tls /~/ .. . t'~:' f/ 08~ / / / I juniper Lev 1 BapJist Church ....)
) .... _ '. Open ~JiIU:-e... ~._} ;' (\ ~ \ '.....1.::::35, ~\vy;; - 0. J ~;,~~, t9 /' / . . . . S 34"29'2 --:;,...,. I / / / Deed k 1014 Page 774 ~ /
I .~ - .,.. >"'.'" ~', , .......' . ))7 ~ v - ~ e.J ~ ~ -- 0927 Ac . 7.'" / / / . / /
cb / ~ ~ .!7 ~6.~:.~lt::.;~;\::.::J..~ ~ { I I ( /1 "..... '\ ~ . "vllller; , - '0- -lJ.514-A~o.-- ~.6/~S~~,;/ '. . .7 ( ~,f54' / /1'/ // / BO:;e f ~::S//:;6~a;:g::~2~
~ '.\ f29\ " 4,00~sq..:f(.:::~\::::: 1.0 {: ~ 6~' , ~ 6.00'/. ~-- '0. ~@ ~?~=-- - 59' - I~;';a~tJ7- .: . . ,1( / // 1 1// / / // /
~ ~ "'/f;II,-', " AlIOWB~le:..'::",\, ~ I 373. Consfructed 1>~ //::: ~ -. 'C"' \\ \\ '- 12 -~' :0_, (}{J-6., i~:J::- .J36e---: . '"... o'~~ / // / / I / / / //
) __ ,_ ~ ~~/. ~pervIo~..::....:\" ' \ , Channel #3 ~ to ~ N '-? ~ -- .., - "r;~ ~fJ / / // / / ,I II / ~
....__ _, . ",", _ I'. ........, \ \ * ~, ~::- C> N';'" . W>- ,~~ LS-6 _ ~ ., ::t:~~? ,.6' /..../ /- /
( ../ _._. ~~ -I... '" .:-:.:::-:-:-:. \ \ "(1 ~5 \ i r:;/ ~ '-~~?5:-3 '0- ,lUJlJUAc, . /~/ Ai' ;'. ."...... ..~/ ./ ~ D k"~tel' Ea.9t!inent./ / /' -- ~ -L.. /l -- "--
~ _ ~ ~ . nood ~J11."dl \' ~ CB-9 ~'~ ~ II . - ~ 46111 sq ft \; /.- 1fU...... .. =y/ Elev. = 355.62 / I / I
....-----~ _ __/ /... ___~." -l;. .' , S0i18::-~;::;':- '\ \ '-- ,- ...~~~"vV~ ~ -~ *@ ~ '~~'Al1"f;a~le . \~ ;- //:.::1:: ~ '.. .. .. Jam/s L. Franks,Ar. /';"-~I'" J r
/'" _. ""d. '\,,~\ /<.:..\}, I --- -.!.:!.lV Ac. /~ ~~ ~ to-~ - 13 - - &ppervIous (- \ ~ ~ a: . , . D~ Book 1~~~ P.. e 2 .8~ ~ // / / L~ - J I
~ /.~ ...........(').../..\\ \ .1. ' :::::::::-/'!:-J.':: ~I \ ~ ,_4'1JI~;}l~ ',~e~"~. ~~~e.~~"w ci 0.626-AC:- --. /- LS 5?:-' .t:aI.. . . , .~_ B9fJk o!/-:~ :~"/P'fJ~O? I / // . // /,.-J -- -- -- \
__ , \ ~ ~"d . .. .., N ImpervIOUs ,,-\) r: ~~ ~~ ~t. ~ ~ / ' ' ~ ~ / / .....Q( f / / /...., -- ~ -
'@}-\\I\\rl ::-:-:.J:-.~ ~ \ ' T 'TO" "" nQQ'~{~,,'b' 0.802 Ac:--- - 4,616 sq. ft. ____ ' ]:i:Jilf . / ~- ~ /' / / . // / ~-/ ./ I "
a "" \ \ I,~ .. "j 'j' , 0 "V, ~ r:~.c ~ ' Allowable/--- ~ H-v: it\-/ ..-:: / / . / ~ / /.,.-" "-
, '....., _/, " \,.. \\'\, 0 .:-:(.~: Rl1aSt- " "::o~ '/ ~\~Ce~ '-4,616 sq. ft. --- /mpeffiOus ~'. . _ '~r~ -.... J../ / /./.' / // / / /.... / "'-...1 .,
/ '" I' L\-3J~ ~ 'C"f \ '06~8 '/ ) ~~rc \ All..o"abl~_ ---- I ."....--....../ ../A9'\J.I. ~~ ~W <;. / / / ./ ( ~
. Wooded Area ,",'\ \ \ \.0) I<\> T::\ 1\ \ 2/~~ AIle;~ ' fm'-~/t-V ~~.-:~. .... .&---~fJ,-,l'>~~3,.""d> /.. / / / / / / r I c,,1
\ /~~.. '_'. j\ ~. \ \..I.~\c?('.( 'C" '. ...:::.:-. ~~... i _:?ttlJ~~1 T I -"'i::~{. ) ~~L~..r.""~'-:::"':"":'." '.p :P . ':::'" ~~ ~~~ol . jk.I........---.,,/~:-~_ / / I 1/ / \1 ..
\ I ,_;,-/''''1-:, _'_ " '.'~ ,,\\ ,', i_' ...."..-..:..,~~;;....;......,..-:.y, \ I "1 ~.j.. _ .. . .. ....... ~..~ '~I .~~~bC - r--;r~ .'/ .*: <Y.p. / J J
\ ~ ~ ~ ~ ~ I _~~~-a -~J:r:rr-. ~ 1
'j \ \ ,\. i" .!t7'..:.:::............:::..::... \ I nc::;.o-z ....,....... ", '... ll~ I AlJowable <5' Dt!edBookl1021,PsuTe301
. ,\. , . . ~. . . . . . . . . . .. X I' v 0~ - ....,.-u , . .1' '~ I ~ Imperviou 'fI' ! .....
\ \//j / '.. '\\\\.~\. I I .............~:~:~:~\:::-. II' _ 00' - '\,i1' -. .::::". . / IJ-\~'A H \ 0.Q33Ac/ ~ / '-J.~.,p.,p. / I \ ~kofMaps2004,Page1093 I
'- ~ \ \ ,<: ....l I - 1 : . -:: ... . / / ~ 4-' ~ I ~/ I. f' ~~ ~

\ / r:;;:.. . \ 7 ' ....:..... \ V 808 A : '. '. .it.. ::: . / '!I:-3.' / ImpeTVJo s ~ ~..?6' J ~" \ 15' Earthberm and I ~
/ / ~"\ \ \ V. \ .:: t;;.. ,.:~ ";11 . ". ::.:.im;,~~.:i; I. / 11 "c,:. . ~~/ It 2 I . <fJ'~\ ~ ~ ..:; "09"$>_ \ \ --.. _ Landscape Ease::: t ~ ~
\ \ \ , ' \ . '-:-:'\:-:':-~~', Of: / --ili 2'" ,/" / ' 0.669jAc. \'~ · 0196 Ac 'l-&.'b'\b ..... f "r ~~ r70~ \ ---.. ~n ;auv-
/ W\~ ,.' I H;>:t H ~_c.n.tr';c~~t'~~:>/?Jg--~'- ~O\ 4;fJ~~i:f;t)~...:' ~~ .1\ '\ e\~@i()I..:t'..........f~ ~{J\ 140.0Z' N.n::54'4~~;~/K(7i1gIV,53.Z1'
_ _ ----L- II \\1\ ' \ .. .. .. :Jl\.lt .1:annel ~~~() ~~~ ~ ~ ~-,' I f~J '~- , 0.49~c. $ G4- ~~ ~ 5 \ @~ 1---\ - - 30' Perimeter Buffer - ~ - - -
Country - ' .. ,Area' :: ' -'I.... ~ 8 _......-- 0; 0.59 Ac../ L JW7'5 0 \ 4,616 fl...q. ft,@Q,tOllq25\1@@@
...... . . , " .' ., _ ~/ / j;;Q., I\) Ac. ~ L . ( R = 25 r). Allow~.. ~ I ~'tl. 27 28
Brook Drive 00' _ - \ \\~. ' ,..../ tt....... / / . ~~ r:{ ~ '4,616 sq. ft. ..... 4~~I::aqbl:t./ 'C" -c"~! n"i \.lm,erv.::.~ ~?~c,~ ~ i!ie ;Z \ 26 ~ :.. .-. -
_ _ _ ~lJh"c b./r' ./1>>[ ~\ \l.i~ ., . . /0. 721 AC~' ~ I \'f. Allowa~le._ _ /lmperviouft t.. 7 ~u' -^ z....; '. '" , _. _~ . \ O,4~4 Ac, t:-: ' ~ ~
-IT...... t,' . \ \\~I ' ~ . / / I JI:l ImperVloJ.lS, / 0 ~. ~r ~~.~ V:4'616 sq. it.../ I ~ \ ~ 'D494 Ac. ~ 0.494 Ac. ~ 0.561 Ac. ~ "
p , ..' il i' , 1 '1 .' <0,>" ;,fl/~~q.., . ..' \~ . '", . 00 .' ~ · . u~ ^ · ':' Alle..M. '1 "V,616 aq. n. ... ~ ~ ;,616 sq. n." ..
",,\.1(..., _ ..... -.;'3 A JowBpl, ./.1. L.: ~~ ~O. 00 ~ ~ =--- ~-;)tQ5y?, ~.~ '" '- -2Q$u6" Impervious Allo"a~le 4.01" sq. ft, 4,8111I'1q. ft, Allo"able ~ '-:
~ . .\\\' ~ ' I, . i' .' I 4,616 sq. ft. lperv)6l.ls /.tJ \yoO ~ 0.;', ~ o"e;,. ___ 8,22 y~ () \ I \I , ~oo ' _ _ I ~ I~perVlous .. Allo""B~le Allowable L' ~ J
_ ~~. \\ \~ _ . : ::. Mlowaple" / / (\?'),~~~ /. ~_ 19"- ~ ~~ ' 6 /' \ to ~ ' 1--73.55' 5217'1 I ~ 118 0''1'" \ \ J.rnl!ef'Vlous i'. Impervious mperVlous'o ) -
?II \,\ - '::. ,\ ImperVl,o/us..@,,,....,n.$" 711. ~~~?~ 6~ - ~~ ~>'~ "~'," .f'" \.1.]46.'00"" / '\ 137.00;-" 37,28,-:=iiiL13' -'- ,
" \\~\ 'il'J,;. ::~~'\I (' ~l 7 \ :- I'~-=-" 1- ,.-.nf1r~ ~ ~ f1@' 'g-~~ -----,~, ~ ;:r,'JQ'- - nil" C'H./w ",- '.... \ '" '..... \
3 ~.", K .1. ~.\, \ ~.I~" ~ - 6'" . - ~~~ '00' .... ~~... ~ \.......... ;
, " V .\. ",g' / 0 --, ElS c::o ----- '...: \ "- '
, \ ~\~ :-.-:~.: ~ LS-1 ~,f66 AI, ~~ 255.28 ~ _~ ~ _ ......." =: --............ ....... .............. ',\ \ '\ - I 1
, \\-6...,.., \"\'. '.,' ~ 'ICBtk-"cd~r .( '-:-5~20(T Tootal).--- \::....--r- - -~A""--'O ~,.fL~" ~40.59'" I\.. ...... iW!1.85\ \ ll,;l t:l'l'
, \. ."-<~ ' ..\.... \_ 1i-_l..1 PeL\Jl~g2'-.....' 7"lf 45 .~ ~..... \ -rr.rJ7tJ Ac. . 0 564 ~ [~~' ...... _ \ - ~ 129.00:' ~----qt
"'" 1\\'\\ ''.\',Ll '. I "~-::'\l-v,~lL-;i~ \.1199~ S80\J1.~Q!-!!_', .....~ 4,616 sq. ft. /......... ~,f1i6sq.ft.'-"""":1J - 4,616'~q.ft. ~ \ ~\ '--/ 108~;:1"""~,
\ ~\ \ '<', . - :"~~.1{!J~\\ ' channel #1 "l tl1 \ JAllo,!~re - .AlIonble .... ,. ") Allowable ~ -} I f)@CDOJ.1l..
/ J . \ ~ \ /.. \ ~ J .ld~~i~~[.H)" ElS\ \\ consttucted 'publiC \ -, ~ ~'/l:-- ~lO~ ________ _ ""HnR!t!:!!.>q~_2 'I I O. 725 ~c. ~pervious ~ / I 0 \ ' 1 ~"', I
(~cp~./J: I 4~('r~'ri \ ' mlinent and ent \ . '---- /- ~ / lEIS, ~-::.. --.!:::P'~}I ~ tIc :4ase~ent (769 ~c ~ ~ 1,,- ~ 'f
'" W \ \ \ \ \ .\7 ~ I. ./.-1 J..\' 1 ~g12D06'2 , " \ ~ ZO' ~~~ingge Eas~ "..... ' __ .\ ~ ~ 35' (Tota1).-- ~,O' P;.. A~kril Coo~ EIS L~ -< ElS) / ~;J(f sq.\ ;t. \ ~ 0.494 Ac. r.: 0.560 Ac. ~ t\.. ~ -4
....... H 11 d F. I \ ,\ \ "~ "~ - "- ......-- - ~ ElSI!'" 16. ''''7J'W "" N 7lJ" , 7J12ete -::-J _ ~ ~Q"ab~ .... 4,616 sq. ft. ~ 4616 ..... Id
~ 0 an arms \ \ \ /, \ \ ~,- ..s...-B3~36.~ Consu-pcted <L:<?<J"lY\? 188,38' JJ,Uf\-."':' ....,. I ) 1 .rvio S \ Allowa~le"'" sq. ft. L :xJ\I.__~
.---- ~ BO~f Maps 1991, Page 268 \ ~\ I \ ! \,,""'" ~ ~ -- " ... v1<j.'1' .~ v, ~ '\ ImpervIOUs Allowable -,
( , \ \ '. \ "" Harve~- D. .Johnson _. --- ./' Channel (4 \ . (7: I , EIS '--- - - _ _ Impervious
.......Book (Maps 1992, Page 1091 \ \ \ \ \ ""..... '-." '';. .- -- ' .... ~ \ \ otlll ~J ~ /.L I \ - - - ~ L'.
",,~, Book ONlRPS 1993, Page 134 \ \ \"t'<: d~d A ~--- , \ '-., Deed Book 11021, Page 304 _ - '''/ ... \. ..... I (llffS / L ~ 1,742' - -- r-<
_ _ -.:.. BQ~k of M~ 1993, Page 1037 \ \ \ ~1 \ I (ea \ \. ~ -- _ .".:n~"Niipa ZQ(J4,.!'~gelB93- r~ / /'? -- \ \ I i stJ:::i;~rwJS.J... \ CIS / .J' I N f8"08 '33 "" ~,~;, (TeW) 158.10; 'j If,

_ ..............." \ \\\ '\~\ \ \.. \F100d .H~21~rd\ ..._'_~_ ...........-36G----\', ~) I 2P ( /) ~~) I I I I I ' (
_ "'" " \ \ \ '\ ~ S011s \ ,\ \ 1\ /........=:::::_:~' -:- _ '-, ~," ---- // /....- I /~. . f~ \ 15 Earthberm apd
- ~ ~':;........ '-... ) .1 \ \ \' '- ". \ ',~\I ~ -:- -= - ::::.-~ ~/.. '::'l';'~:\"" (,// ~ /~ / (/ / ~ ~ ~ ) / I Landscape Easem(!nt
, " . ~,,~~ .. / ) I J ) \ '/ ~ \ ~ \ \\ ~ //~ ) ~.--/ ( ~ I~~~ / 1/
" , -....:::::. --..r. e:J\ '. I / " \ / . '"\ \ \ ,\ )'0_ / . /-' . I / ~ \\~ Cl:) I / / /
,,<""' ."~ = 7. .~ /'7 L/ /. !.. // " \~~~_ ~.- \ \ \ \\ \\ /:/) 'I / / ~ ~~' /~ / ~..../ ./ / / / _" . b:i ~ // ;1 ,Margaret J. Franks .",
'<' " ..... . r ~ _ ~ "" ,_ \ ,\~ . '/ /) /' ) ---- J /./ ( / /"\ ~ ............- ( / Deed Book 11021, Page 307
,,,'..j).eb.'.t~ .;J.~.QroCk. e. l/.. . //...., - _ -\ "~ - J ' "-- _ ~\ (/ (.J,J / r- // / /1/ {I \~ ~ ~----I / fJook of Maps 2004, Page 1093 \
""-D(!~d..B.OOK~f!29!!:-P,age.. e 669.. ..--.... .~/ d~\\' \ / / / J I / ,/ /~ / ( ~r ~ \ \
\' <-~~___.. \ I (\~\'\'>>\ ././.// / I / ) r / / \,/ < \ /) \:riJ~ I (// \ J
______ ~ _ ~ \ \ \' , .. -....... V \ \ I \ " ~ / ' / I I ) \ ( I, ( III ~ ,- -, /,,- r"
~~,.l-,.-/\ ) ~ "--,,--~"-- \ /- ','I' __--- ~.:-:::~ <. ' (~~f1nn" '" \>...-\ -\ ,~~ L\_ - "-.~-~
~ ......,,- ( - - ~") \ I "......'---- ---- -- ~ '--- -........ ,~ .......-........ ~ ~ '---- '-....: - =..-/-
-.::::: ;t:. ~t · L - (I (.... _r: - - --, ':"'- .... c"- '-- ::.:..:::==: -='.:::-:c= - .~ - --:- ;- >. --.=$.0 (':::c -'r"S.jn~ -. ~am.Y<Joh~~aar~- 60T f~;'ll~lVjf -1_ - -
~ ....... ~.~ .-..,.' .... "'-. \ I (" I / ~ l J :0. \ ./ I 'c.> - C ~ J, ~- _.- ~ /' -' -."
-~<\~II' / -:- - -.\ (' /7( -'>(/~~< · ~ (W'=:::::7Y::::,~ (-/:r/-=::>=.t:_~ /~I/-~~-3r/ \1 // -1-
Preliminary Impervious Suface Calculations \ I \ \ \), ~ II ( (I \ I \ II ( ( r I I ( \1 .............. I

~~: ~t ~:~:~;: ~ ~~ ~:~er;~~;e" a~ :~ri~;' _- o~/i;~c. - 0.572% \\ \ JI ~\ I I 1\ \ I \ \1 \ \ 1\\ \....... I '--.. ....... '--.. )\ '" I I
sq. ft. Impervious Perman en t Open Space - 0.092 Ac. - 0.305% \r ~ ~ l \ \,1 \ \ \ \1 "........." ~ ~r--' ------ ~ '-.t....... '...,'. I
sq. ft. per Lot (28 Lots) Impervious - 2.967 Ac. - 9.859% "'''-., \ \ '. --- ~ 1'\ ......
sq. ft, Total Proposed Impervious Surface - 4.512 Ac, - 14.991% ~ \ I" \ I 1- '- I \ '-.. I

\ I I ~I I I \ I
~ \
~ \
"-.....
'---

;115'
It:-, ~
~ ~ Ie ,\.'t1~
'tl t\l t\l?-(;)
~ ~
~
"- 20'
-I"
- I~ I
zo-~
R/W/
Road'/

-:\ \O~ MUST Co
~G D\ \ L I TY Pt?, rvFQ
~ ~ w" O~ ~
&~ c:J <0 /-
OrL:. __ ~o
(5 ./
-10:: / ~~
-l!..JJ :r.
<(0 l )>rr1
Z 0
:J "--{

NOTE:
A 10' x 70' Sight Triangle
sha11 be placed at a11
street in tersections as
shown hereon,

Erosion Control Plan For
Cluster Subdivision

.1'.$'>,9

......
Ul
~
......

I
\

II")
~lS'itd l'-
CIl *~
---J. CIl
<?-3>

~

'0 r'l
~ \) ~
~ \@;onn'^jO
-';:>.3-
0.;>
2728 ~.
Z7Z8 I X'?~
1010 I-J..:) ~

R'~~
~U~~

Tavernier

Subdivision

^I,;,
\:'

FEMA FLOOD HAZARD STA TEMENT
Lots shown on this plat are not
IOC:lf.cd within the F'EMA 100 year
F100d Hazard Area as shown on
FEMA map No. 37183C0710 E
Effective Date: March 3, 1992

Pan tller Brancll TOlvnsllip
Scale:l" = 100'
P. I. N. 1608.04-54-4336

Wake County, NC
Date: 12-16-04
Zoned: R-30

1010

--+lJl.llo(
Iyj~~
~ ~ '"
J \~~ f{ Is

1010

Typical Sign Easemen t

~Ib
~

No Scale
Note:
A 10' x 70' Sight Triangle takes
precedence over sign easement.

BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949

o 100
""'--_-_-_...J
GRAPHIC SCALE

200
I

PREPARED BY

~
~
0-
o

STANCIL & ASSOCIATE.~f~ u'~7

PROFESSIONAL LAND SURVEYOR, P.A'\~~I';;:;:l '. .

98 Depot Street, P. O. Box 730, Angier, N. C. z'j{fiJJ~) Z005

[phone] [phone] (FAX) OENH,WP.'C '~~ c.n"
\f~ilANDS ,t;,ND ~> : '-"

r\
'I\i\
~J

VICINITY MAP
No Scale

Owner/Developer
10M Developers, Inc.
466 Stancil Road, Angier, NC 27501 (919)

639-2073

Line Table

L-31
L-32
L-33
L-34
L-35
L-36
L-37
L-38
L-39
L-40
L-41
L-42
L-43
L-44

N 87n33 '08" W
N 05D30 '31" E
N 05~48'55" 1Y
N 56"06'15" W
N 09"21 '40" E
N 28n26'11 " W
N 02"15'31" W
N 24"12'36" E
N 58"57'32" W
N 54"12'46" W
N lr52'04" E
N 02"49'25" W
N 76n22'53" W
N 34"16'12" W

13.20'
23.75'
41.81 '
48.45 '
27.00'
46.38'
64.68'
17.71'
41.28'
39.16'
42.21'
23,36'
21.83'
19.45 '

NOtE: /

/ TreatfTlent for side ditches and channels
a~ shownl hereon are based on North American

I :~~e~:r;i:;:;~~ ~i~~n;~e~ij'i~~~i~~~e~~~ temporary
: 1\1 . ..' 1
11/ /
I(\r~ - ~ - - - - - -

, I Note..._ '\ -
/ Sewage disposal easements are set aside strictly
I for ,..waste.".ater disposal for the corresponding lot
nulnber(sJ and are reserved for the installation
I an~ maiIitenance of subsurface wastewater disposal
sy. (ems. \ Other land uses not specifically approved
I by (~e Wa.lke Coun,ty, Department of Environmental
Sel'XlCeS are. prolJlblted. All costs of installation
;' and maintenance of the subsurface wastewater
\:....... disposal-. ,syste~s and all components thereof
JI ,,",shall be the sole" responsibility of the lot owner
"and his sucpessorS\ in title.

I-~\~\-r--

) \ \
/ \ \
! \ \
\ / .
/ I

L-

COI1r!';e HeRring Distance
L- 1 S 01"01 '55" E 126,41'
L-2 S 01"01'55" E 19,74'
L-3 S 01"52'41" E 109.18'
L-4 S 01"52'41" E 50,10'
L-5 S 02n24'56" E 80.33'
L-6 N 00"55'55" W 21,36'
L-7 N oon43'35" W 39,47'
L-8 S 88n28'45" W 44.73'
L-9 S 11"52'26" W 48.03'

Run Of Juniper Branch
L-10 N 6r21 '42" W 7.40'
L-ll N 72n54 '53" W 45.97'
L-12 N 38n53'59" W 66.26'
L-13 S 86~39'53" W 30.17'
L-14 N 56"07'38" W 54.16'
L-15 N 18"48'35" W 34.77'
L-16 N 07"48'30" E 45.83'
L-17I-'-N1JF2i?(j3~ -:J7.5Zr----'
L-18 S 66nfjfj'45" W 28,99'
L-19 N 26"54'40" W 61.69'
L-20 N 05"29'36" E 26.96'
L-21 N 20~42'57" W 40.20'
L-22 N 12"48'14" E 20.41'
L-23 N 05"33'42" E 49.92'
L-24 N 44n32'14" W 46.90'
L-25 N 35"05'39" E 40.21'
L-26 N 24n06 '52" W 30.21'
L-27 N 07"25'41" 1Y 19.26'
L-28 N 44"54'59" ". 27,67'
L-29 N 29.0043" " 43,09'

i. L ...:10

5" :;:J~:JG 32" ;;~

--rfj.42 ,----

-

r/c~

lm I~ ~
l\

~i
-I-
I

---- ./
~ _./ I
<::::.- ---- _......./
}.., ---- '---
,",omm unitylGarden ~ad
.....-- _ -:J

r (( ~ ~ ---= ~ --....
II N 88"54'4)':P \ \
,~ 35.00' (lota1)::::
) .,,-. .~ ~ ~
- -----

. ~ 30.00'Totaf'Di~urbed Area in Project - 5.4 Ac.

A;e~ incltites road righ t of way, 15' construction
lImIt, SP9ils areas, Constructed drain ways, and
sedill}e.nt filter basins.

NflTEr

/ It is the grading contractors responsibility to
( keep all disturbed soils within the 5.4 Ac.
designated as construction limits.

--

---
50 ' ________
_ Pr.if,>-qt_ ------
___ e l?//f'

-----------

1,

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILIT1ES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATION
SERVICE 48 HOURS PRIOR TO EXCAVATION.
ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE WAKE COUNTY STANDARDS AND SPECIFICATIONS.
TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY.
APPROVAL OF FINAL CONSTRUCTION PLAN MUST BE RECEIVED
FROM WAKE COUNTY LAND DEVELOPMENT ADMINISTRATOR
BEFORE OBTAINMENT OF GRADING PERMIT.

\-
I
I

It is )he grading contractors responsibility to
hav7' the appropriate utility companies locate
any' underground utilities before proceeding
'fith construction.
Nt' TE:
III l' Temporary Construction Easemen ts shown
1\ h reon were used to compute the disturbed
I a/rea for the project. All disturbed areas are
.\<<1' to be within said easement limits.
I f .;L 30,68'
.j ~I /

~ nil 88"08'33"E
I \~D.l0' (Total)

~ Date Submitted for Review:
\ I~ 'I~ Driveway Permit Approval:
\\ ~ N.C.D.O.T. Approval:
\' S\ Sediment & Erosion Approval:

\ -\ ~ \ NT'h~TE.: "p 1'. PI" .
_ IS IS a re Immary an untIl letters of
_V;.' \' approval are received from the above agencies
~- \ ~ \ and the dates of receipt noted hereon,

- \
\'
\

I
I I
~
i\ 1
I ~.-/

Site _[)1) l,,. _Jm(L1YQ.tf)~
Deed Book 10119, Page 2643
30,097 Ac, Total In Subdivision
Phase One shall consist of Lot 1-11 and 21-28
and Permanent Open Space and Well Lot,
Phase Two shall consist of Lots 12-20.
Approximately 2,302 linear feet of proposed roads.
All streets shown hereon shall be designed and built to
NC DOT standards and shall be public dedicated.
All lots shown hereon shall be served by community
water system designed by a licensed engineer.
Permanent Open Space shall be conveyed to and
maintained bv the Tavernier Homeowners Association.
Landscape easements shall be the responsibility of the
Tavernier Homeowners Association.
Drainage easements shown hereon shall be permanent
and public; and are subject to change approval of
of soil and el'osion plans.
Developer shall conform to all Wake County Soil and
Erosion and Flood Hazard Regulations.
No lot shown hereon shall have direct access to SR 2727
Sauls Road, a.., shown hereon.
TIle entire subdivision site shall be limited to 15% impervious
surface however, it can be increased to 30% Maximum if
storm water management is provided for that portion
between 15% and 30%.

@

.b
-;:::.-

02-28-05
02-28-05
05-02-05

GENERAL NOTES:

THIS DRAWING IS THE PROPERTY OF
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A.
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT PERMISSION.
IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE
RETURNED UPON REQUEST.

55, 780
+ 7,500
+ 4,000
+ _4.616
196,539

I
I
I
I

~
\

2.

3.
4.

\

\

30.097 Ac. In Subdivision
x 14.99 %
4.512 Ac. (196,543 sq. ft)

Note:
Impervious area for Open Space
consist of recrea lion equipmen t
by Homeowners Association.

shall
deteTll1ined

Map Index For Tavernier Subdivision

Sauls Road Widening. .
Tavernier Knoll Lane. .
Tavernier Knoll Lane. .
Islamorada Lane. . .
Duvall Hill Street. . .
Detail Sheet. . . .

341
1
2
3
4
4
5

DA TA \LWPB-1501 \ COVER.dwg

~ '-1~ ~"",'

."----

..,--

----

I
~I
I

I
: I

I Install Seed, Mulch and Tac
~om Sta. 7+19 to Intersection

I ----_______

Left Side Channel Sta. 8+50

Total Drainage Area == 0.06 Ac.
Q/O == (0.35)(7.5)(0.06) == 0.16 cis
Slope == 0.0050 It/It
Mannings n == 0.022(Bare Soils)
r,'/odl,y .'"": },07 (]IS
Depth == 0.22 ft.

Erosion Con trol Plan For

NOTE:
A 10' x 70' Sight Triangle
shall be placed at all
street intersections as
shown hereon.

Left Side Channel Sta. 0+50

Total Drainage Area == 0.21 Ac.
Ql0 == (0.35)(7.5)(0.21) == 0.55 cfs
Slope == 0.017 ft/It
Mannings n == 0.022(Bare Soils)
Vfl/odl)' .-: 2,:10 []I."!
Depth == 0.28 ft.

Left Side Channel Sta. 4+00

Total Drainage Area == 0.11 Ac.
Ql0 == (O.35)(7.5}(0.11) == 0.29 cis
Slope == 0,0262 ft/ft
Mannings n == O,022(Bare Soils)
r,'/ol'/Iy -- 2.:10 (ps
Depth == 0.20 ft.

Left Side Channel Sta. 4+50

Total Drainage Area == 0.15 Ac.
QlO == (0.35)(7.5)(0.15) == 0.39 cis
Slope == 0.0388 ft/It
Mannings n == 0.022(Bare Soils)
rl'/III~ilJ' -- 2.07 (p."!
Depth == 0.21 ft.

Left Side Channel Sta. 7+00

Total Drainage Area == 0.35 Ac.
QlO == (0.35)(7.5)(0.35) == 0.92 cis
Slope == 0.0348 It/ft
Mannings n == 0.022(Bare Soils)
I'l'lodty ~ :1..12 Ji).';
Depth == 0.30 ft.

Left Side Channel Sta. 7+50

Total Drainage Area == 0.05 Ac.
QlO == (0.35)(7.5)(0.05) == 0.13 cis
Slope == 0.0063 ft/lt
Mannings n == O,022(Bare Soils)
l'dodty " 1. J(} [pH
Depth == 0.20 ft.

Ta vernier

Subdivision

1,8 7

Install Seed, Mulch and Tac
From Intersection to Sta, 4+18

Install NAG S75 Staple D
From Sta. 4+18 to Sta, 7+19

@

@

....~\\\I\lOUIlI1I1IJIJ
,.." CAb IJQ
..""~ ~\:\ -l"IO( QoI'(?
~.. c~ ..'"i,ss'j", :/4-- ~
~ ~ ..'o"'i 0+"., .y ~
... . ~ '1' ' c:>
~ :Q. SEAL 'c"', ~
~ L-2645: ~
~"'c" g:: ~
~ "'~.<A/ ~
~ .->- ""SU~~' ....""- ~
~ vo~ ..... 1(0"""
~t> . \)- ....
QQq M. 'Y\S "..
'\l qQ!!:~
c:J-/Il;-(;;,~
Revised: 03-18-05
/ Revised: 03-30-05
Revised: 04-19-05
. # ..p U'.: . evised: 05-05-05
~ ~~~e... ;v;sed: 06-21-05

~~(TYP') *@

R=30'(Typ.)

Panther Brltneh Township

Wake County, NC

Curve No,
Delta
RlIdius
Tangen t
Arc Length

==

1 Data
49017'01"
310.00'
142.20'
266.65'

20' Pavement
Scale: 1" = 50'

50' Righ t-ot-way
Date: 02-26-05

Install 20' x 50' x 8"/J
No, 5 Washed Surge Stone
Temporary Construction
Entrance Pad
(See Detail Sheet)

I
-- j EIS

Ta verni er

Knoll

Lane

==

==

==

o 50
k.-_-~-..J
GRAPHIC SCALE

100
I

@

@

PREPARED BY

-----

STANCIL

& ASSOCIA TES

15'
-----

x

PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P. O. Box 730, Angier, N. C.
[phone] [phone] (FAX)

27501

E serJlept
tructioP ~
con.:.:.---

7+00
o

-----

-----

I
L

L== Distance So That
"A" lit "B" Are Level.

-----

-----

@

00
OX
\:
\,'b-'
c:>

Install 4.5'W x 9'L x 18"D
C1Rss "Eft Rip-RRP
Dissipator (d5o = 6")

PK Nail
C/L In tersection
Sta. 0+00
TBM Elev. =

Rock Clleck D8.m Det8.il

-----

Install Seed, Mulch and Tac
From Intersection to Sta. 10+50

lnstall Rock Check Dams where
ditch slopes are 3% or greater

@

Install Silt Fence
(See Detail Sheet)

NOTE:

@

Install NAG SC150 Staple D
From Sta. 5+00 to Sta. 6+00

Install NAG S75 Staple D
From Sta. 3+54 to Sta. 5+00

Temporary Spoils Area to be
field located for optimum
use and drainage. Install
adequa te erosion con trol as
directed by Environmental
Engineer.

01
@ ~x~1'
\,'b-'
~c:,
\>~
C

Constructed Trapezoidal Channel #4

Q25 == (0.4){8,19){0.52) = 1.70 cis
Bottom Width (W) == 10 It. n == 0.022 (Bare Soils)
Channel Depth == 0,5 ft.
3:1 side slopes Velocity == 2.47 fps
5.0% Long. slope Flow Depth == 0.07 ft.
Approx. 130 LF Seed, Tac and Straw.

~reatmen~l'e
~//II..=(:)I/~I ~X $\0

Width Varies

@

Right Side Channel Sta. 9+50

Total Drainage Area == 3.01 Ac.
QlO == (0..15)(7,5)(3.01) == 7,90 cis
Slope == 0.0124 It/ft
Mannings n == 0.030(Grass)
Velocity == 3.15 fps
Depth == 0.91 ft.

Install NAG S75 Staple D
From Sta. 6+00 to Sta. 9+87

Install NAG C350 Staple E
From Sta. 9+87 to Level Spreader

l' == yds
l' == (62.4){0.07){0.05) == 0.22 psi
Permissible Shear Stress == 0.60 psf (Grass)

Detail
Constructed Trapezoidal Drainway
(No Scale)

Install Seed, Mulch and Tac
From Sta. 1 +52 to Sta. 3+54

LEGEND:

Culvert P-1

Total Drainage Area == 2.23 Ac.
QZ5 == (0.4)(8.19)(2.23) == 7..11 cfs
Q100 == (0.4){9.72)(2.23) == 8.67 cis
Tc < 5 Minutes
18" RCP ~ 1.00% - 104 LF
Flow Depth == 1.04 ft.
VrJocity == 7.14 fps
HW/D == 1.19 HW == 1.79
,'lnr,--Headwnter-EJe-v. -~-3ri'.14 - - ---

Right Side Channel Sta, 1 +50

Total Drainage Area == 0.69 Ac.
Ql0 == (0.35)(7.5){0.69) == 1.81 cfs
Slope == 0.010 It/It
Mannings n == 0.022(Bare Soils)
Velocity == 2.54 fps
Depth == 0.49 It.

Right Side Channel Sta. 3+50

Total Drainage Area == 0..15 Ac.
QlO == (O.35)(7.5){0.35) == 0.92 cis
Slope == 0.0138 It/It
Mannings n == 0.022(Bare Soils)
Velocity == 2.42 fps
Depth == 0.36 ft.

#3

Slope == 0.005 ff/ff
Mannings n == 0.022(Bare
Velocity == 1 71 Ips
Depth == 0.45 ft.

Slope == 0.0262 It/It
Mannings n == 0.022(Bare
Velocity == 3.47 fps
Depth == 0.38 ft.

RiKht Side Channel Sta. 10+00

Total Drainage Area == 3.15 Ac.
QIO == (0.35)(7.5}(3.15) == 8.27 cfs
Slope == 0.0276 it/it
Mannings n == 0.030(Grass)
Velocity == 4,30 fps
Depth == 0.80 ft,

Level Spreader #7 Data
Total Drainage Area == 0.52 Ac.
Ql0 == (0.4)(7.5){0.52) == 1.56 cfs
Minimum Entrance Width == 10 ft.
Minimum Depth == 0.5 It.
Minim um End Width == 3 ft.
Minim urn Length == 20 ft.

..
X ....
XX ..
TO ....
~

Soils)

Note:
Stabilize site as areas are brought up
up to filJislJ gl'iHJe with vcgelnliOlJ,
paving, ditch linings, etc. Seed. mulch
and tac denuded areas within filteen
/15) rkys -of completion of an; p.1i8.Se
01 construction

~

SEED, MULCH AND TAC
JUTE MATTING OR EQUIVALENT
PERMANENT CHANNEL LINING
TEMPORARY DIVERSlON DITCH
RJP- RAP LINED
TEMPORARY CONSTRUCTlON LIMITS
SILT FENCE

RiKht Side Channel Sta. 0+50

Total Drainage Area == 1.26 Ac.
Q:;; -= (O.:U'i)/7.5)(1.2fl) == ,'1.31 ds
Slope == 0.017 It/ft
Mannings n == O.022(Bare Soils)
Velocity == 3,60 fps
Depth == 0.50 ft.

RiKht Side Channel Sta, 2+00

Total Drainage Area == 0.40 Ac.
QUI = (0..'15)(7.5}(O.40) = 1.05 cfs

RiKht Side Channel Sta. 4+00

Total Drainage Area == 0.57 Ac.
QlO == (0.35)(7.5}(O.57) == 1.50 cis

*--

Soils)

NOTE':

Treatment for side ditches and channels
as S.l~V"iYl1 lrereon are ba.sed on: -NortAZ;. -Sine' ~CU.l1
Green products and specifications for temporary
and permanent linings or equivalent

-- -~. ----

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390

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380

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380

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4+00 5+00 6+00 7+00 8+00 9+00 10+00

350

.

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-

0+00

1+00

2+00

3+00

\DA1~\LWPB-1501\CPLAN2.dwg

341

Sheet 2

Typical Sign Easement

No Scale
Note:
A 10' x 70' Sight Triangle tak.~s
precedence over sign easement.

VICINITY MAP
No Scale

Line Table

Holland Fa
Book of Maps 1991,

Course Bearing
L-l S 01"01'55" E
L-2 S 01"01 '55" E
L-3 S 01"52'41" E
L-4 S 01"52'41" E
L-5 S 02"24 '56" E
L-6 N 00"55'55" W
L-7 N 00"43'35" W
L-8 S 88"28'45" W
L-9 S 11"52'26" W

Run Of Juniper
L-I0 N 64"21'42" W
L-11 N 72"54'53" W
L-12 N 38"53'59" W
L-13 S 86"39'53" W
L-14 N 56"07'38" W
L-15 N 18"48'35" W
L-16 N 07"48'30" E
L-17 N 12"20'03" W
L-18 S 66"55'45" W
[,-19 N 26"54'40" W
L-20 N 05"29'36" E
L-21 N 20"42'57" W
L-22 N 12"48'14" E
L-23 N 05"33'42" E
L-24 N 44"32'14" W
L-25 N 35"05'39" E
L-26 N 24"06'52" W
L-27 N 07"25'41" W
L-28 N 44"54 '59" W
L-29 N 29"00'43" W
L-30 S 55"30 '32" W
L-31 N 8.,.33'08" "
L-32 N 05.30 '31 E
L-33 N 05.48'66 "
L-34 N 56.0615 .".
L-35 N 09021'40" E
L-36 N 28"26'11" W
L-37 N 02"15'31" W
L-38 N 2r12'36" E
L-39 N 58"57'32" W
L-40 N 54012'46" ."
L-41 N 14052'04" E
L-42 N 02049'25" W
L-43 N 76022'53" W
L-44 N 34016'12" W

Distance
126,41'
19,74'
109.18'
50,10'
80,33'
21,36'
39,47'
44.73'
48.03'

Branch
7.40'
45.97'
66.26'
30.17'
54.16'
34.77'
45.83'
27.52'
28.99'
81,69'
26.96'
40.20'
20.41'
49,92'
46.90'
40.21'
30.21'
19.26'
27.67'
43.09'
15.42'
13.20'
23.75
41.81 '
48.46
27.00'
46.38'
64.68'
17, 71'
41.28'
39.16'
42.21'
23.36'
21.83'
19.45'

@

Site Da ta an.d Notes
Deed Book 1011~ Page 2643
30.097 Ac, Total In Subdivision
Phase One s11a11 consist of Lot 1-11 and 21-28
and Permanent Open Space and Well Lot.
Phase Two shall consist of Lots 12-20.
Approximately 2,302 linear feet of proposed roads,
All streets shown hereon shall be designed and built to
NC DOT standards and shall be public dedicated,
All lots shown hereon shall be served by community
water system designed by a licensed engineer.
Permanent Open Space s11all be conveyed to and
maintained by tIle Tavernier Homeowners Association.
Landscape easements shall be the responsibility of the
Tavernier Homeowners Association,
Drainage easements shown hereon shall be permanent
and public; and are subject to change approval of
of soil and erosion plans.
Developer shall conform to all Wake County Soil and
Erosion and Flood Hazard Regulations.
No lot shown hereon shall have direct access to SR 2727
Sauls Road, as shown hereon,
The entire subdivision site shall be limited to 15% impervious
surface however, it can be increased to 30% Maximum if
storm water management is provided for that portion
between 15% and 30%.

GENERAL NOTES:

1,

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM HIS ACTIVITIES. CALL UTIliTY LOCATION
SERVICE 48 HOURS PRIOR TO EXCAVATION.
ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH THE WAKE COUNTY STANDARDS AND SPECIFICATIONS.
TOPOGRAPHICAL INFORMATION AS PER WAKE COUNTY.
APPROVAL OF FINAL CONSTRUCTION PLAN MUST BE RECEIVED
FROM WAKE COUNTY LAND DEVELOPMENT ADMINISTRATOR
BEFORE OBTAINMENT OF GRADING PERMIT.

2,

3.
4,

TIllS DRA WING IS TIlE PROPERTY OF
STANCIL & ASSOCIATES, PROFESSIONAL LAND SURVEYOR, P.A.
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN
PART WITHOUT PERMISSION.
IT IS NOT TO BE USED ON ANY "OTHER PROJECT AND IS TO BE
RETURNED UPON REQUEST.

-:\ \ON MUST CQ
<<:--,:f-' \)\ \ L I TY p~ rtfPQ
G- ~ O~ ~
8~ <0.-A
g _0
-JO:: ~~
-lLu ::r:
<(0 )>rrJ
-z.
::::> ()
-...,

NOTE:
A 10' x 70' Sight Triangle
shall be placed at all
street in tersections as
shown hereon.

FEMA FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA 100 year
Flood Hazard Area as shown on
}'},'MA map No. :17183(,'0710 l:
Effective Date: March 3, 1992

BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949

@)

55, 780
+ 7,500
+ 4,000
+ 4,616
196,539

30.097 Ac. In Subdivision
x 14.99 %
4.512 Ac. (196,543 sq. ft)

Note:
Impervious area for Open Space
consist of recrea tion equipmen t
by Homeowners Association.

* NOTE:
There shall be NO filling or the erection of
permanent structures in the areas of Wake County
Flood Hazard Soils or Federal Emergency Management
Agency (FEMA) 100 year flood zones until a flood
study is approved by Wake County and/or FEMA.
[Section 1-1-28(A)(8)]

Before acquiring a building permit for lots or open
space marked with an -,(Asterisk) the builder may
IJced to obl8.iIJ 8. Hood l1az8.rd Area use PenlJit from
Wake County Environmental Services. The builder's
engineer, architect and/or surveyor (as appropriate)
must certify that all flood requirements are met.
[Section 1-1-28( A)( 8)]

shall
determined

DATA \LWPB-1501 \ COVER.dwg

Erosion Control Plan For
Cluster Subdivision

;;-
Cl:l

Ta vernier

Subdivision

~

'-...;.

Panther Branch Township
Scale:l" = 100'
P.I.N. 1608.04-54-4336

Wake County, NC
Date: 12-16-04
Zoned: R-30

o 100

~--~_-_.....J

200
I

GRAPHIC SCALE

PREPARED BY

STANCIL

& ASSOCIA TES

27501

10M

Owner/Developer
Developers, Inc.
Angier, NC 27501 (919)

639-2073

NOTfi: /

/ Treatment for side ditches and channels
a~ shown! hereon are based on North American
I Green prfJducts and specifica lions for temporary
I II a,\d perm~nent linings or equivalent.

11\/ /
II //

I (~1Vbte- "'- \- - - - - - -
I I Sewag'e disposal easements are set aside strictly
I forwlJ.ste-,yater disposal for the corresponding lot
nurhber(s~ and are reserved for the installation
I anti maintenance of subsurface wastewater disposal
sy~~ems. \ Other land uses not specifically approved
I by (he Walke County Department of Environmental
SerT{ices a'1"<< prohibited. All costs of installation
( and\maintenance of the subsurface wastewater
\f disposal s,vstemis and all components thereof
// shall be tht sole, responsibility of the lot ownel'
and his suc essors, in title.
l
- -~~ ~\ "\ - r - -
1\\
/ \

I
I

f~
I'
I
\ ~ I
~

J
(

\
\
)
/

\
\
\
\
I

,
\

'----

.,
.1"T.'"_---- ~--
. ------ ~-
,_ fommuni!i)Garden R9ad
-----=: ~ - --
\ -'\-~\
N 88.54'48':E \
35.00' {J'o1a1):::: \
~ ~
'- -----
-----

; 30.00'Tota[~urbed Area in Project = 5.4 Ac.

A!,e~ inclriJ!es road right of way, 15' construction
lImIt, SP9I1s areas, Constructed drain ways, and
sedill}ent filter basins.
NO'f&
/It is the grading contractors responsibility to
( keep all disturbed soils within the 5.4 Ac.
I desigllated as constructioll limits.

/ It is )-he grading contractors responsibility to
havr the appropriate utility companies locate
any underground utilities before proceeding
'fith construction.
NlTE:
1 ' Temporary Construction Easements shown
h. reon were used to compute the disturbed
8/rea for the project. All disturbed areas are
to be within said easement limits.
h8'

---

-

I
I I
~
\
I ~.-

1\
II
, ~1'
~ MI"i
: ~J) 88008 '33"E
I \ 35.10' (Total)
~
\ I\~~
\ \- ~ \
YJ',u ~ \
\ \ \

Date Submitted for Review:
Driveway Permit Approval:
N.C.D.O.T. Approval:
Sediment & Erosion Approval:

NOTE:
This is a "Preliminary Plan" until letters of
approval are received from the above agencies
and the dates of receipt noted hereon,

02-28-05
02-28-05
05-02-05

\

~~@[gnw~ ~

MAY 6 2005

\

\

-050-800

DENR. WATER aUAi..ITY
WETlANOS~D STORMWATER BRANCH

Map Index For Tavernier Subdivision

Sauls Road Wiaening .
Tavernier Knoll Lane .
Tavernier Knoll Lane.
Islamorada Lane .
Duvall Hill Street.
Detail Sheet

341
1
2
3
4
4
5

390

380

370

360

lit:
~

tJ
.....
~
::l
1:1.,

~
<:0

Juniper Level Baptist Ch urch
Deed Book 101, Page 774
Deed Book 143, Page 174
Book of Maps 1996, Page 1422

I
I
I
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I
I

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a:l
C
~
~ ~
~ ~
~ ~
~
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8

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SR 2727

Sa uls Road

300' Approach and Departure Taper

q
C
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(co aVN) rn.ION P!.I{) :IN

~~~=

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100' Bay Storage

200' Approach Taper

---

\\\\\\00000000
~~\\ CA b 06'/)
""~.,. (~\\ . !\OJ IJ!,?
~~ ~ 1Il0oooooooo ~/ c:??'
~..s> .' ~'tSS 10", -+ ~
... "'" '~I:J;oO ~'. "1' ""
::o't'I '1"...... ~
~ . ...... SEAL (c. ""
= . ""
~ L-2645: ~
~. B: III C:I
~ '.~ ~o: ::
~ '. ~J-o.. .' ~
"" .;T()SU ........
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IJ/)/) M 1\.,;> ~~
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--

----~

---I
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7+00

8+00

9+00

DATA \LWPB-1501\ CPLAN1.d"g

10+00

---
I
I

---

Erosion Control Plan For
Cluster Subdivision

Tavernier Subdivision

Panther Branch Township
Scale:1" 50"

Wake County, NC
Date: 04-19-05

-~..^'~~~. \
U L J L I' I ! LIllI 1 1 IlL III 1 ( I II 1 I l"'1'"- -1._
, TillY'!'" 111'r!111l111ll(TIIlJIlII -
i;nls%~:ef:e~~~~ 1 J TJ~1/!12)/ I L :r:r\~\l,T,r,J))J))"r)"l).J)
5' Additional R/W
~I
~I

'""

~I
.El
~I
~
C>J

-r
I
I
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Barbara Johnson
Deed Book 11021, Page 301
Book of Maps 2004, Page 1093

- -t-==
_..~{===
~

I
\
"'--

6' Typ.

-+--

100' Bay Taper

300' Departure Taper

-----

---

Margaret J. Franks
Deed Book 11021, Page 307
Book of Maps 2004, Page 1093

o 50
~-_-_-......J

100
I

E1S

@

~
~o
~I

0.492 Ac.

4,550 sq. ft.
Allowable
Impervious

j

. EPK.....

-----

GRAPHIC SCALE

PREPARED BY

STANCIL & ASSOCIA TES
PROFESSIONAL LAND SURVEYOR, P.A.
98 Depot Street, P. O. Box 730, Angier, N. C. 27501
[phone] [phone] (FAX)

L= Distance So That
"A" & "B" Are Level.

Rock Check Dam Detail

Install Rock Check Dams where
ditch slopes are 3% or greater

LEGEND:

..
X ~
XX ..
TO ..
~

SEED, MULCH AND TAC
JUTE MATTING OR EQUIVALENT
PERMANENT CHANNEL LINING
TEMPORARY DiVERSION DiTCH
RIP-RAP LINED
TEMPORARY CONSTRUCTION LIMITS
SILT FENCE

+- ,-_.~-- -----

!~=== ------ -=-:::== ._,
===~!-- === -

-"-~---_.
-.. ~._. ._--~ ------ I..~----- -.--.-,--

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341
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