20041330 Ver 1_Historical Files_20040813

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 21, 2004
St. Lawrence Homes, Inc.
Attn: Larry Holt
7200 Falls of Neuse Road, Suite 300
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1330
Wake County
Subject Property: Northampton Subdivision, Chalk Road and Jones Dairy Road
UT Smith Creek
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Holt:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.187 acres of wetlands for the purpose of constructing a
residential subdivision at the subject property, as described within your application dated August
12, 2004 and received by the N.C. Division of Water Quality,(DWQ) on September 9, 2004 and
additional information received September 9, 2004. After reviewing your application, we have
decided that the impacts are covered by General 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 the protected riparian buffers per 15A NCAC 2B .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.

401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/newettands
None Carolina
Aqturld'ff

St. Lawrence Homes, Inc.
Page 2 of 3
September 21, 2004
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream n/a (feet)
404/LAMA Wetlands 0.187 (acres)
Waters n/a (acres)
Buffers n/a (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface d aters 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.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must cornply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur...
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
St. Lawrence Homes, Inc.
Page 3 of 3
September 21, 2004
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0243(5).
7. Deed of Notification
Deed notifications or similar mechanisms shall be,\placed on all retained jurisdictional
wetlands, waters and protective buffers in order to fissure compliance for future wetland,
water and buffer impact. These mechanisms shall lip put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval
and Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
8. Map of Buffers, Wetlands and Streams
Applicant must provide a map to DWQ showing all buffers, wetlands and streams on the
property.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
a
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
St. Lawrence Homes, Inc.
Page 4 of 3
September 21, 2004
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob
Zarzecki at 919-733-9726.
Sincerely,
AWK/bs
Enclosures: GC 3402'
Certificate of Completion
cc: Sean Clark, S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
r Alan W. Klimek, P.E.
Filename: 04-1330 Northampton Subdivison (Wake) 401

nvironmental Cnsultants, PA
Soil &'E '
11010 Raven Ridge Road `Raleigh, North Carolina 27614 Phone: [phone] Fax:. [phone]
www.SandEC.com ' .
September 2004
S&EC Project # 5406.W1
OKA
DWQ Project #04-1330
NCDENR-DWQ WETLANDS /401 GROUP
Attn: Mr: John Dorney
2321 Crabtree Blvd $ER
ParkView Building 92004
Raleigh, NC 27604' 1
WATER QUALITY SECTION
Re: Reply to the DWQ's August 25, 2004 letter,requesting further information for the proposed
Northampton Subdivision, Chalk Road and Jones Dairy Road, Wake County, North
Carolina
Dear Mr. Dorney:
This letter is in response to your letter dated August-25, 2004 (copy attached), which requested
additional information for the proposed road crossing. The following'restates your questions and
follows each with our response:
1 Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan. .
Please see attached' inset map. No stream impacts are provided in the PCN form because there
are no stream impacts proposed. The area with the proposed impacts does not contain a buffered
stream channel. An intermittent buffered stream channel starts "upstream" of the wetland area
being impacted and then stops prior to the proposed wetland impact area. A buffer was then
placed at the edge of water within a drained pond "downstream". of the proposed wetland impact
area.
b. Please indicate all buffer impacts on the site plan.
No buffer impacts are proposed for the road crossing. As stated above no buffered features occur
within-the proposedimpact area, therefore no buffer impacts are depicted on the impact map.
Please see attached site plan and letter from Mr. Steve Mitchell.
c. Please indicate all diffuse flow provision measures on the site plan.
Please see attached inset map and site plan. Preformed scour holes, dissipaters, etc will be used
to insure diffuse flow:
2. Please provide, a copy of Mr. Steve Mitchell's, stream determination and clearly indicate on
the"site plan where this stream is located:
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E awndale Drive
Concord, NC`28025 Greensb6ro, NC 27455 ,
Phone: [phone] Phone:, [phone]
Fax: [phone] Fax: [phone]
08/30/2004 10:41 919-467-5327 DIEHL & PHILLIPS A? PAGE
AI;Q. 27. 2004 . 54rM S i LAWRE ` OME 'tad , , , J.
i
?Ot W AT ??Q
I ? q
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wda*l F. Qsslny, Govmor
wilhaml G.• Ross 7r, Seuetmy
North Carotian Depamneat of Euvironxtedt and Natural Resources
August 25, 2004
AIM W. tCbI CX M Dirt=
Divi+ioa of Wacas QuAfty
DWQ Project O 04-1330
Wake comty
CERTIFIED MAID.: RETURN RE- CEI,P'T REQUESTED
St. Lawrence Nome, Inc.
Ate: Lary Mt
77,00 Falls of Neuse. Road, State 300
Raleigh, NC 27615
Subject Property: Northampton Subdivision, Chalk Road and Joues Dairy Road
MQMEST FOR MORE INFOIL-VI4.TiON
Dear Mr. ?:colt.
On August 13, 2004, the Division of Water Quality (DWO) received your applicati on dated August 12,
2004 to impact 0.187 acres of wetlands to cosistntct the proposed construction of a residential subdivision.
The DWQ has determi:aed that your application was Ic ilete and/or provided inaccurate information
as discussed below. The DWQ will require additional Wormation in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
addidoiW information requested below, we will have to move toward denial of your application as
required by 15A NC!m,C 2H.0506 and will place this project on hold as incomplete until we receive this
axdditionW tufmmation. please provide the following izlforctlatioxn so that we may continue to review your
project.
Additional InformaWn Requested;
1. Flan Details
©2
a. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on the
site plan.
b. Please indicate all buffer impacts on'the site plan.
c. Please itztdicate all diffuse flow provision measures on the site plan.
2. Stream Deterz>4tation
Please provide a copy of Mr. Steve Mitchell's stream dete:>nwatiozt and clearly indicate awn the site
plan where this stream is locate..
Please respond within three weeks of the date of this letter by sending this saformation to nnt it writing
and Mike Horan of the DWQ Raleigh. Regional Office. If we do not hear 5rom you within three weeks,
we will assume that yao no longe=r want to pursue this project and we will consider the project as
Withdrawn.
N°orrhCafclina
L6 Viou" is certification uoe JVatutallr?.
ieto Male Service Gender, Raleigh, North C•areiina 27899.1860
2.g1 Crawea 9oulovard, Suite 260, Weigh, North Grolina 276%
Ph ne: 319-73S-1.796 / PAX 919-732-NOS/ hlem9t bft-^24ogn• stef .rc.us/now6ilpnds
Ar Equet OppcptunltylAfBTot" Aetlon Egfter - W% Reaydad/i Q% 1`19st Corkeumer Paper
08/30/2004 10:41 919-467-5327 DIEHL & PHILLIPS PAGE 03`
n r r d ! I r, ?? r n !%u- i' livnr l .:'G1CS
tJ04 l.G;tp<I ?r _Ai!r.".,t_•J
Page 2 of 2
August 25. 2004
This fetter only addresses the application review and does u of authorize any izaltacts to wetlands, waters
or protected buffers. Please be aware that auy impacts requested within. your application. are not
authohzed (at this time) by the DWQ. Please 0OU W- . Tohn Dottaev at 919-733-1786 if you have any
que:sdons regarding or vcrould like to set up a meeting to discuss this matter.
Sincerely:
o ,
D , ?Vetlantls 4Ct1 'nit
YRDlbs
i cc: Mike Horan, DWQ Raleigh Regional Office.
USACE Raleigh Regulatoxy Field Office
File Copy
Central Ftles
Sean Clark, Soil and Etnvir'ownental Consultants
Men=&. 44.133Q Nor tou StWvWon (Wak*) On gold
-_
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
rl .•
%JAMES'B.!HUNT JR
GbVERNOR
s
,j'BILL HOLMAN
4 ECRZTARY
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November 21, 2000
Sean Clark
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, N. C. 27614
t

Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 00-293
Johnson Property/Chalks Road
S & E C Project # 00-5406
Wake County
Dear Mr. Clark:
On September 15, 2000, I met with you at the subject property to conduct a site visit for the above
referenced project. This project is referenced by the Raleigh Regional Office as NBRRO 00-293.
The features represented on the Wake County Soils and the USGS Rolesville Quad maps were
evaluated to determine their subjectivity to the Neuse Buffer Rule. As a result, it was determined
that there are two features (streams) present on the property that are subject to protection under the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance
of Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233).
The subjectivity of these stream starts and stops as the features progress through the property. This
has been delineated on the map received by this Office. This letter only addresses the applicability
of the Neuse Buffer Rules. Thank you for your attention to this matter and if this Office can be of
any assistance or if you have additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H:\nbrlet. for\neuse.buf\buf00\chalksrd.293
MAILING ADDRESS: 1628 MAIL SERVICE CENTER. RALEIGH, NORTH CAROLINA 27699-1628
LOCATION- 3800 BARRETT DRIVE, SUITE 101, RALEIGH, NC 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road, Rmicigh, North Grolina 27614
Phone: [phone] Fax: [phone]
Project: Johnson Pm"rty (Chalks Road) / Profeet 000-5406
i
i
i \
Preliminatt7 Wetland Approadmation
Suimbk for Preliminary Planning Only \
. S&EC reaervea the right m modify this sup based m more aewwotlc,
surveyed delineations and any other additional Information.
Appmrlmationa wan ampped wing mpugraphk maps and ground truthing. ,
\ If these areas an to be used, they must be approved and
Permitted by the U.S. Army Corps of Eng4uers.

J ) \
S /
N
LEGEND. -
ar - WATERS OF THE U.S. SUBJECT TO THE MEUSE RIVER 50 it. BUFFERS [Le., intermittent
streams; must be *confirmed by the USACE and DWQJ
® z S&EC FLAG DENOTING THE STARTING POINT OF THE MEUSE BUFFERS [must be
confirmed by the USACE and DWQJ
D w S&EC FLAG DENOTING TIM STOPPING POINT OF THE MEUSE BUFFERS [must be
confirmed by the USAGE and DWQJ
JURISDICTIONAL WETLANDS [must be confirmed by the USACE]
BOUNDARY OF EVALUATED AREA
Maps and databases are public information supplied
by various government agencies. The author and/or
seller of the software program are in no way
responsible or liable for the information depicted
herein. Inquiries concerning the data should be
directed to the appropriate government agency.
n 1
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0 278 557 835 1114
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137 /`-
STREET IMPACT
UPSTREAM 3,330 SQ. FT..
I I / ; I i I E-1 LOT FILL IMPACT
u 4,844 SQ. FT.
i ? Wn" WACrs xoRrxAimmx D I E H L & PHILLIPS, P. A. D&
1 FAR FORRSr xoRm CAROLINA as ?acr r
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • . Phone: [phone] Fax: [phone]
www.SandEC.com
September 9, 2004
S&EC Project # 5406.W1
WETLANDS 1401 GROUP DWQ Project #04-1330
NCDENR=DWQ
Attn: Mr. John Dorney
SEp 0 9 2004
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604 WATER (QUALITY SECTION
Re: Reply to the DWQ'.s August 25, 2004 letter requesting further information for the proposed
Northampton Subdivision, Chalk Road and Jones Dairy Road, Wake County, North
Carolina
Dear Mr. Dorney:
This letter is in response to your letter dated August 25, 2004 (copy attached), which requested
additional information for the proposed road crossing. The following restates your questions and
follows each with our response:
I Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plan. .
Please see attached inset map. No stream impacts are provided in the PCN form because there
are no stream impacts proposed. The area with the proposed impacts does not contain a buffered
stream channel. An intermittent buffered stream channel starts "upstream" of the wetland area
being impacted and then stops prior to the proposed wetland impact area. A buffer was then
placed at the edge of water within a drained pond "downstream" of the proposed wetland impact
area.
b. Please indicate all buffer impacts on the site plan.
No buffer impacts are proposed for the road crossing. As stated above no buffered features occur
within the proposed'impact area, therefore no buffer impacts are depicted on the impact map.
Please see attached site plan and letter from Mr. Steve Mitchell.
c. Please indicate all diffuse flow provision measures on the site plan.
Please see attached inset map and site plan. Preformed scour holes, dissipaters, etc will be used
to insure diffuse flow.
2. Please provide a copy of Mr. Steve Mitchell's stream determination and clearly indicate on
the site plan where this stream is located.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:. [phone]
Fax: [phone] Fax: [phone]
r ?
A copy of the letter from Mr. Steve Mitchell is attached. As previously stated, the proposed road
crossing was planned for an area that has no stream or stream buffer. The location of the
proposed crossing is highlighted on the attached map
Please call or email me at SC1ark(a SandEC.com if you have any questions or require further
explanation.
Sincerely,
Sean Clark
Attachments: 1) DWQ letter dated August 25, 2004
2) Neuse Buffer Letter from Mr. Steve Mitchell
3) Inset map of proposed impact area
4) Overall Site Plan for impact area as previously submitted
t8/30/2004 10:41 919-467-5327 DIEHL & PHILLIPS PAGE 02
j AijU, 17. 201)4 : 54r'M S i L.AWn_ ti ?-_HDME Q y.
?0? W A 7?pG Kctzy. covwaor
` WDAxra G.•Ross 7r, SecMtMY
ryj Nonh Carolina Deparmieat of Ppviro maul and natural Resources
> .?
O -e wlan V. !(Cftck. P.S. ]Director
(Division of Wam Quality
August 25, 2004
DWQ Project # 04-13:0
. wake Cowaty
CERTIFIED MAIL: RETURN "CEW'T REQUESTED
St. Lawrence Howes, Inc.
Attn: L.aay Holt
7200 Falls of Neuse Road, Suite 300
Raleigt, NC 27615
Subject Property= Northampton Subdlivlsion, Chalk Road and Jones Dairy Road
REQUEST FOR MORE IPhTORI IATION
Dear 1W. Holt:
On August 13, 2004, the Division of Water Quality (D'WO) received your application dated Aug=12,
2004 to impact 0. 187 acres of wetlands to constrilat the proposed construction of a residential subdivision.
The DWQ has determiiaed that your application was inconTlete andlor provided inaccurate information
as discussed below. The DWQ will require additiot sl irafor=tion in order to process your application to
impact protected wetlands emd/oElr streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H .0506 and will place this project' on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Infortltlfatllola Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on the
site plan.
b. Please indicate all buffer impacts on'the sitk plan.
c, please indicate all diffuse flow provision measures on the site plan.
2. Stream Dete=)zation
Please provide a copy of Mr. Steve Mitchell's stream deternunation and clearly indicate on the site
plan where this stream is located.
Please respond within three weeks of the date of this letter by sendi:ag this information to me in writiog
and Mike Horan of the DWQ Raleigh. Rep Tonal Office, If we do not hear from you within th,*'ee weeks.
we 00 assume that you no longer want to pursue this project and we will consider the project as
witt>tdxa~,vla.
NohCarolina
/AY W004 .ds certifioatien uM't c?atrtra!!r?
te?o MJ SeMce Center, Raloigh, North, Carollne 27899.1850
21 Crppttes 9oulavard, Suite 260, Mei9h, North Carolina 27801
Ph re: 819.733-:786 / PAX919-783-5683/ bkw*t httt?llh2o.enr.state.rc,usmcwetlondx
An'!EgUai Oppt *1*/Ai TnZNB AaWn IMV"r -" RaRecleWl g% Pgot Coneumar Paper
08/30'2004 10:41 919-467-5327 DIEHL & PHILLIPS PAGE 0r9
A i,. 7. [,?0 4 "Cti - AW f.",?.C_ •JML•. -jwxeza
Page 2 of 2
August 25.2004
This iettor only addresaeS the gpplication review and does trot authorize any ilapact6 to wetlands, wateas
or protected buffers. Please be aware that &Dy impacts requested within your applkltiott. are not
authorized (at this time) by the DWQ- Please call W1 . fohn Dotney at 919-733-17$6 if you have any
questions regarding or would U6 to set up a meetiug to discuss this matter.
Sincerely,
o ,
b , Nedands 4031
TRDlbs
i cc: Mike Harare, DWQ Raleigh Regional Office
USACE R deigh Regulatory Field Offxce
j File Copy
Central Fides
Sean dark, Soil and Environmental Consultants
i
Faenuee. 04.1330 Nartha n 31Yodybioa (Wake) On gold

RALEIGH REGIONAL OFFICE

r

Is

November 21, 2000
Sean Clark
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, N. C. 27614
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 00-293
Johnson Property/Chalks Road
S & E C Project # 00-5406
Wake County
Dear Mr. Clark:
On September 15, 2000, I met with you at the subject property to conduct a site visit for the above
referenced project. This project is referenced by the Raleigh Regional Office as NBRRO 00-293.
The features represented on the Wake County Soils and the USGS Rolesville Quad maps were
evaluated to determine their subjectivity to the Neu se Buffer Rule. As a result, it was determined
that there are two features (streams) present on the property that are subject to protection under the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance
of Existing Riparian Areas, Administrative Code T 1 5A: 02B. 023 3 (NCAC 0233).
The subjectivity of these stream starts and stops as the features progress through the property. This
has been delineated on the map received by this Office. This letter only addresses the applicability
of the Neuse Buffer Rules. Thank you for your attention to this matter and if this Office can be of
any assistance or if you have additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H:\nbrlet.for\neuse.buf\buf00\chalksrd.293
MAILING ADDRESS! 1628 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1628
LOCATION: 3800 BARRETT DRIVE, SUITE 101, RALEIGH, NC 27609
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

i' soil & Environmental Consultants, Inc.
11010 Raven Ridge Road, Raleigh, North Carolina 27614
Phone. [phone]W Fax: [phone]
Project: Johnson Property [Chalks Road) / Project #00-5406
i
i
i
Preliminary wetland Approximation
Suitabk for Preliminary Planning only \
S&BC reaavea the right so modify the map based on ,more fieldwork,
. surveyed delineations and any older additional information.
Appmrbrutiona were mapped using bpographie maps and ground truthing. ,
\ If these areas are to be used, May moat be approved and
Permitted by the U.S. Army Co" of Engkn .

0
i
W V
I
LEGEND:
a? = WATERS OF THE U.S. SUBJECT TO THE NEUSE RIVER 30 it BUFFERS [Lt., intermittent
/ streams; must be'cosfirmed by the MACE and DWQJ
= S&EC FLAG DENOTING THE STARTING POINT OF THE NEUSE BUFFERS [must be
confirmed by the USACE and DWQJ
O = S&EC FLAG DENOTING THE STOPPING POINT OF THE NEUSE BUFFERS [must be
confirmed by the USACE and DWQJ
= JURISDICTIONAL WETLANDS [must be confirmed by the USACE)
= BOUNDARY OF EVALUATED AREA
E2 .
Maps and databases are public Information supplied
by various government agencies. The author end/or
seller of the software program are in no way
responsible or liable for the information depicted
herein. Inquiries concerning the data should be
directed to the appropriate government agency.
pl
A
MapVUE
0 278 557 835 1114
Scale in Feet
L?\

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18:49
MAY 16, 2000
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123
124
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UPSTREAM STREET IMPACT
31330 SQ. FT.
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4,844 SQ. FT.
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11S RAND L?ACfB
1 1/AU POW, NORTH CAROLfNA T
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--_I
0?0,F W ATFRQG Michael F. Easley, Governor
William G: Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
? y
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
August 25, 2004
DWQ Project # 04-1330
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
St. Lawrence Homes, Inc.
Attn: Larry Holt
7200 Falls of Neuse Road, Suite 300
Raleigh, NC 27615
Subject Property: Northampton Subdivision, Chalk Road and Jones Dairy Road
REQUEST FOR MORE INFORMATION
Dear Mr. Holt:
On August 13, 2004, the Division of Water Quality (DWQ) rEceived your application dated August 12,
2004 to impact 0.187 acres of wetlands to construct the proposed construction of a residential subdivision.
The DWQ has determined that your application was incomplete'and/or provided inaccurate information
as discussed below. The DWQ will require additional informatidn in order to process your application to
impact protected wetlands and/or streams on the subject property.' Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Plan Details
a. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization on the
site plan.
b. Please indicate all buffer impacts on the site plan.
c. Please indicate all diffuse flow provision measures on the site plan.
2. Stream Determination
Please provide a copy of Mr. Steve Mitchell's stream determination and clearly indicate on the site
plan where this stream is located.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ,
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncvvetlands
No?rthCarolina
Natura!!ty
An Equal Opportunity/Aff irmative Action Employer- 50% Recycled/10% Post Consumer Paper
St. Lawrence Homes
Page 2 of 2
August 25, 2004
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 Mr. John Domey at 919-733-1786 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, Soil and Environmental Consultants
Filename; 04-1330 Northampton Subdivision (Wake) On Hold
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] .- Fax: [phone]
www.SandEC.com
August 12, 2004
S&EC Project #5406.Wl
041330
US Army Corps of Engineers NCDENR-DWQ
Attn: Ms. Jennifer Burdette Attn: Mr. John Dorney
6508 Falls of the Neuse Rd., Suite 120 2321 Crabtree Blvd
Raleigh, NC 27615 Parkview Building
Raleigh, NC 27604
RE: Nationwide Permit 39 / 401 Water ualit 'Certification Request VVErLANDS?401 GR
Q Y 4ilP
Northampton Subdivision Project
Rolesville, Wake County, North Carolina AUG 1 3 200¢
W/'T E'R QUgtlr
Dear Mr. Dorney and Ms. Burdette: 1'SEC]7ON
On behalf of St. Lawrence Homes, Inc., we hereby request authorization from the US
Army Corps of Engineers to use Nationwide Permit 39 to cover permanent impacts to
wetlands (see attached impact map) associated with the final phase of Northampton
Subdivision. We also request written concurrence from the NC Division of Water
Quality (NC=DWQ) that the project complies with the 401 Water Quality Certification
associated with Nationwide Permit 39. A Pre-construction Notification Application
(PCN) is attached, which includes an agent authorization form.
The proposed project consists of a residential housing development and is located on the
north side of Chalk Road (SR 2054) and the south side. of Jones Dairy Road (SR 2053),
approximately 6000 feet northwest of the intersection of Jones Dairy Road and Averette
Road (SR 1946). The project site is approximately 99 acres in size. Please refer to. the
USGS topographic` map attached for the location of the project. A detailed delineation
was performed by S&EC and approved by Mr. Todd Tugwell, of the USAGE in July,
2000 (AID #200021444). Mr. Steve Mitchell of the NC-DWQ made the buffer
determination on 9/15/2000 that is reflected on the site plan (NBRO 00-293). Nationwide
Permits 12 and 14 (Action ID #',s 20002144 and 200221226, and the associated 401
certifications, have previously been issued during a previous phase of the project. Please
see attached copies of previously issued permits for more detail.
e?
The-proposed road (Impact 1), necessary to provide access to the future phase of the <
residential subdivision, will impact 3,330 sq. ft. (0:0764 acres) of wetlands. The proposed c?
lot fill. (Impact,2) will total 0.1112 acre of wetland and is required in order to make lots
39 and 124 buildable. There were no impacts to wetlands in the previous phases but there
was an intermittent stream impact of 115 linear feet. Cumulative impacts (proposed and
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC. 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: .[phone] Fax: [phone]
existing) for the entire project will total 0.1876 acre of wetland and 115 linear feet of
intermittent channel. The USACE's current policy requires applicants to avoid and
minimize wetland and stream channel impacts to the maximum extent practicable and
may require compensatory mitigation to offset unavoidable losses of waters of the US
when impacts exceed, the requirements for notification (0.10 acre) or if a discharge to any
open waters is proposed. The applicant requested a detailed delineation of wetlands
present on property prior to site plan" development in order to avoid jurisdictional
wetlands and waters to the maximum, extent practicable. The proposed road was aligned
to avoid impacts to streams and.their associated buffers.` Sheet flow will be provided as
the stormwater reenters the buffers. It should also be noted that the applicant is
dedicating approximately 10 acres on-site to permanent open space. Because the
proposed road crossing will be constructed perpendicular to the wetland, minimizing the
amount of wetland impacted, we believe the USACE should" not require compensatory
mitigation for this project.
'Sincerely,
I u _akOk Coa(
Sean Clark Aaron Cooper
Environmental Scientist Environmental Scientist
Attachments:
Pre-construction Notification Form (PCN).
Agent Authorization
Copies of Previously Issued Permits
Site Location Map' (USES)
Site, Location Map (Soil Survey)
Detailed Map of Impact
Over-all Site Plan Map
{s
i?
0? W A TF?Q
.0
?? r
Va"q
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at hLtp://www.saw.usace.army.mil/wetlands/regtour.htm , or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
httn://www.saw.usace.army.mil/wetlands/gMfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 13
Office Use Only: 04133 0 Form Version May 2002
USACE Action ID No. DWQ No.
(1f anv narticular item is not annlicable to this nroiect. please enter "Not AnAicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: St. Lawrence Homes, Inc.
Mailing Address: Attn: Larry Holt
7200 Falls of Neuse Rd., Suite 300
Raleigh NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean Clark
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark(a)SandEC.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Northhampton Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): #1850418409,1850502932
4. Location
County: Wake Nearest Town: Rolesville
Subdivision name (include phase/lot number): Northhampton
Directions to site (include road numbers, landmarks, etc.): The subject property is located
on the north side of Chalk Road (SR 2054) and the south side of Jones Dairy Road (SR
2053) approximately 6000 feet northwest of the intersection of Jones Dairy Road and
Averette Road (SR 1946).
5. Site coordinates, if available (UTM or Lat/Long): 035°57' 12.85"N, 078° 28'36.55"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 99 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Smith Creek.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Phases 1-8 (see attached maps) are either existing or under
construction as per previously issued permits The remaining portion of the property
Page 6 of 13
(proposed phases 9 and 10) are primarily abandoned pasture currently in dense +/- 20 year
old pines and mid-successional species A well lot owned by Henter Utilities also exists on
the site and has since before the original field work was initiated (prior to 2000).
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is a single-family residential subdivision with permanent impacts resulting
from the installation of a road and lot fill Heavy equipment typically necessary for road
construction and grading will be used.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to
complete the residential subdivision and subsequently provide additional needed housing for
the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Item ID # Approval Date Impacts
USACE Jurisdictional AID #200021444 July 13, 2000 NA
Determination
NC-DWQ Buffer NBRRO 00-293 November 21, 2000 NA
Confirmation
NWP 12:
401 Certification 02-1188 July 7, 2002 21 linear feet of stream
1,724 sq. ft. of buffer
404 Certification AID #200021444 July 29, 2002 21 linear feet of stream
NWP 14:
401 Certification 02-1188 July 7, 2002 15 linear feet of stream
11,900 sq. ft. of buffer
404 Certification AID #200021226 July 29, 2002 0.008 acres wetlands
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 7 of 13
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Impacts will result from a road crossing (needed to provide adequate access throughout the
subdivision) and lot fill (required to make lots 39 and 124 buildable).
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Road Crossing 0.0764 no 170 Emergent
2 Lot Fill 0.1112 no 80 Emergent

* List each impact separately and identify temporary impacts. Impacts include, but are not hmrted to: mechanized cieanng, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httv://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.461 acres
Total area of wetland impact proposed: 8,174 sq ft. (0.188 acres)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
NA NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 8 of 13
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0 proposed, 115 LF
previously permitted
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: rill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a detailed delineation of wetlands present on property prior to site
plan development in order to avoid jurisdictional wetlands and waters to the maximum extent
practicable The proposed road was aligned to avoid impacts to streams and their associated
buffers Sheet flow will be provided as the stormwater reenters the buffers.
VIII. Mitigation
Page 9 of 13
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htti):/ih2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because no streams or buffers will be impacted by the proposed activities no stream or
buffer mitigation will be required If wetland mitigation is required, pnMent to the NC-
EEP is proposed
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hLtp://h2o.enr.state.nc.us/M/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Page 10 of 13
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page II of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed impervious acreage is well below 30%, therefore no stormwater control plan is
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary sewer.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
J] 12-
(Agent's signature 1&--,?only if an authorization letter from the applicant is provided.)
Page 12 of 12
"JUL.28. 20K. 2:47PM

ST LAWRENCE-HOMES
NO. 574 P. 1 -
,#-- 5-yo 6
&Enwairo.nment-al Consultants, PA
Ridgo Road • Raleigh. Noah: Cgolirw 27614 • Phone: (919) x;46.5900 k Fax-. -[phone]
wwwSandE ..coin
AGENT AUTEiORIZ,A,TION FORM
All Blanks To Be Filled rn By The Current Landowner
Name: L A'W re„Ce- 140'. e-'; _ z'r, e -
Address: '?2oy ?u1/s o-PIOet-se, Z7?t
-4 ^8?8D
P r o j e c t N a m e / . D . e s c r i p t i o n : No,•4?--•P`?+? v, s10
Date: •772 8 ?2 0o f
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P-O. Fox 1890
Wftftgton, NC 25402
Attn: ..-._-.;*,a-
?'ieid. OinGce: ?.. ? al,?
Re: Wetlands Related Coroidting and Permitting
To Whom It Miy Concern:
1, the current ro owner, hereby designate and authorize Soil & )Environmental Consultants, PA to
act in my behalf as my agent-in the processing of putt applications, to furnish upon xeq"r
suppleamymtal is*xmfion in support of applications, etc- from this day forward. The 28 ` day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This suthorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when -accompanied by S&EC staff. You should can S&EC
to arrange a site meeting prior to visiting the site.
"'Print Property 0`w4 ex's Nance Property, wnAes Sigma e
Cc: Mr, john•riorney cc. Mr. Sean Clark
NCOENIt ^ DWQ Soil & Environmental Consul:wnts,1'A
` 2321 Crabtree boulevard
$aleigh, NC 27604
ChxrloClffrcr" C.rcencham Clfiicc; ?j?nry nfliCS
2361=%illip Conn, Sulm C 3817-13 Lawndaie brivt 622 Coon Moumain Lano
Concord, NC 29025 Grrcnshoro, NC 27455 TaylorwMa. NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax-, , ' [phone] Fax: [phone] Fax: [phone]
U.S. ARMY CORPS OF ENGINEERS
Wilmington Districts'
Action ID: 200021444 & 200221226 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner Robert H. Jones
Address PO Box 1108 / 1209 Jones Dairy Rd
Wake Forest, NC 27588
Telephone Number 919-556-5066
Authorized
Agent Soil & Environmental Consultants, Inc.
Attn: Sean Clark
Address 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number 919-846-5900
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the south side of Jones Dairy Road (SR 2053), approximately 6000 feet northwest of its
intersection with Averette Road (SR 1946), northwest of Rolesville, Wake County, North Carolina.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts associated with the construction of the residential development known as Meadowlands.
Permanent impacts to waters authorized by NWP 14 (AID 200221226) are 0.008 acre (115 linear feet) of
stream channel for a road crossing. Temporary impacts associated with the installation of a sewer line
authorized under NWP 12 (AID 200021444) are 21 linear feet.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
12 & 14 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda D. Jones at telephone number (919) 876.- 8441 extension 30
Regulatory Project Manager Signature,
Date July 29, 2002 Expiration Date '-,ly 29, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
D
AUG - 1 2002
©F W A T?RpG
o
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
APPROVAL OF 401QUALITY CERTIFICATION WITH
ADDITIONAL CONDITIONS AND NEUSE RIVER BUFFER RULES
Robert H. Jones
Post Office Box 1108
1209 Jones Dairy Road
Wake Forest, NC 27588
Dear Mr. Jones:
July 11, 2002
Wake County
DWQ Project #: 02-1088
D E IE 0 IV IE
i J U L t 2002
You have our approval, in accordance with the attached conditions and those listed below for
residential access for a future residential subdivision on Chalks Road (SR 2054), as you described in
your application dated July 8, 2002. The impacts allowed for this project are:
Nationwide Permit # Feet of Stream Ft Z of Buffers
12 21 1,724
14 115 11,900
After reviewing your application we have decided, this fill is covered by General Water Quality
Certification Numbers 3374 and 3375. These certifications allow you to use Nationwide Permit
Numbers 12 & 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse
River buffer rules (15A NCAC 2B.033). In addition, you should get any other federal,. state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
. This approval is only valid for the purpose and design that you described in your application
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. Deed notifications or similar mechanisms shall be placed on all
remaining jurisdictional wetlands and waters to notify the state in order to assure compliance for future
wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of
this letter or the issuance of the 404 Permit (whichever is later).
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
,
NEW
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
2: Stormwater shall be directed as diffuse flow at non-erosive velocities across the entire protected
stream buffers.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been. completed. The responsible parry shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Bob. Zarzecki at 919-733-1786 or Steve
Mitchell at our Raleigh Regional Office at 919-471-5700.
Sincerely,
JRD/bs
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Sean Clark, S&EC
eKlimek for
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JORTH CAROLINA - SHEET NUMBER 15
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124
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3,330 SQ. FF.
LOT FILL IMPACT
4,844 SQ, gFT.
1 ? 7al NtK
."° ---
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to: I.+G I
St. Lawrence Homes, Inc.
7200 Falls of Neuse Road, Suite 300
Raleigh, NC 27615
DWQ# 04-1330 - Wake
? Agent
Date of Deliver)
D. Is delivery address differ9fit from Item 1? . ? Yes
If YES, enter delivery address below: ? No
3. Service Type
0 Certified Mail ? Express Mail
? Registered Ix Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
!. Article Number 7004 1160 0002 2706 5557
(Transfer from service label)
)e G.,..., '3Ri 1 Getin -, onnd n . o?+ aon ., ao o ,+ ?nx
UNITED STATES POSTAL SERVICE:,
77? ,,Postage & Fees Paid
USPS
Permit No. G-10
f y;
• Sender: Please print your name, address, and ZIP+4 in,this box'
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
CtI: #t!!t#??t1lt!#tfill 11411l1111#111111!!i!!t#!!1!!!t li?ibl#!1! ;..z;
2V
DWQ# O? ^ t 3 Date Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
)Er Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
- - . - - ? Please provide cross section details showing the provisions for aquatic life passage. ------
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater. management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
or provide additional
? The labeled as on the plans does not appear to be necessary. Please eliminate the -
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as
. Please revise the plans to avoid the impacts.
can be moved or reconfigured to avoid the impacts to the
? This Office believes that the labeled on the plans as
. Please revise the plans to minimize the impacts.
can be moved or reconfigured to minimize the impacts to the
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Pf 0.
s .S

SOIL & VITAL CONSULTANTS, PA
NC Division of Water Quality
^ran * Invoice yFe Date Ref
3948 08=204 Invoice 08/"12/ 4 5406"W1
Date: 08/12/04
Balance
$200.00
j ?l h, ,,, ? T-0
Fp, i 1`,' i Ly -,,
Check Number
Check Amt:
Discount
$0.00
016904
16904
$200.00
Pay Amount
$200.00

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PIPE DATA PIPE DATA CONTINUED INLET DATA T BASIN SCHEDULE ARK INLET DATA CONTINUED SEDIMEN
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(q) (CFS) No. INLET (CFS) 1N PIPE (1N.) (FEET (9) (CFS) No, TYPE STATION A T REA (AC.) INLET 1N OUT No. P-1 A B 1.6 35.5 30 74.74 1.00 41.1 P-26 Z SS 0.8 32.3 24 142.50 2.03 32.3 A Y.1. REAR T No. TYPE STATION INLET JN OUT BASIN N0. D/ST. AREA D.A. (AC.) L W DEPTH ; LIFE LENGTH COMMENTS CHECKED
LOTS 8/9 0.40 1.6 378.74 378.50 AA P-2 B G 5.4 40.9 30 182.64 3.39 75.8 P-27 SS EXIST. XX 3.6 35.9 24 170.80 6.50 57.B B DBC C.1. LITCNBOR U H W 50 AA C.l. LITCHBOROUGH WAY STA. 13+62.19 RT 0.80 3.2 - 378.70 S8-6 1.06 9.6 144' 40' 4' 1 YEAR 22' EXIST. BASIN TD BE REUSED ARK
0 G AY STA. 37+38.64 LT 1.35 5.3 368.10 368,00 BB t P-3 C D 1.7 1.7 15 25.00 0.50 4.6 P-28 AA BB 3.2 3.2 15 25.00 0.50 4.6 C C.l. RIDGEMOUNT SL STA. 3 + 4. R 00 BB C.i. LlTCHBOROUGH WAY STA. 13+62.19 LT. 0.39 2.0 378.67 378.57 SB-10 1.19 10.3 118' 27' 4' 1 YEAR 25' EXIST. BASIN i0 BE REUSED scALE
3 9 33 T 0.34 1.7 - 374, 00 CC o P-4 D E 1.6 3.3 15 45.96 3.66 12.4 P-29 B8 FES 2.0 5.2 15 112.00 4.53 13.8 D C.1. RIDGEMOUNT ST STA. 33+94.33 LT 0,31 1.6 373.88 373.78 DD t 00 CC C.1. LITCHBOROUGH WAY STA. 16+53.11 RT. 1.03 4.1 - 369.70 SB-11 1.87 7.9 100' 48' 4' 1 YEAR 20' EXIST. BASIN TD BE REUSED 1 ° = 100'
2 P-5 f F 3.0 6.3 15 25.00 0.50 4.6 P-30 CC DD 4.1 4.l 15 25.00 0.50 4.6 E C.l. LITCHBOROUGH WAY STA. 35+41.70 RT 0.75 3.0 372.10 372.00 EE t i_ P-6 F G 0.5 6.8 15 193.45 5.06 14.6 P-31 DD GG 1.2 5.3 15 172.59 4.04 13.0 F C.l. LlTCHBOROUGH WAY STA. 35+41.70 LL 0.1 78 DD C.l. LITCHBOROUGH WAY STA. 16+53.11 LT. 0.23 1.2 369.57 369.47 SB-16 1.30 9.7 100' 59' 4' i YEAR 25' FILE 00 EE C.1. LlTCHBOROUGN WAY STA. 18+89.63 RT. 0.80 3.2 - 362.00 SB-17 0.94 2.4 59' 25' 4' 1 YEAR 10' NHP78-EC2
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P-2 361.80 Ci P-8 H 1 3.9 56.7 36 25.00 0.72 56.7 P-33 FF W 1.1 4.3 15 132.00 0.50 4,6 G C.I. RIDGEMOUNT ST STA. 36+36.54 RT 1.27 5.1 361.70 GG 70 GG C.1. LOCKHURST STREET STA. 17+29.77 RT 0.70 2.8 P-31 362.50 358.80 SB-19 0.67 1.4 43' 20' 4' 1 YEAR 10'
P-6 362.00 Z P-9 1 FES 1.2 57.9 36 64.00 0.75 579 P-34 W FES 0 4.3 15 64.00 0.50 4.6 H C.l. RlDGEMOUNT ST STA. 36+80.82 RT. 0.97 3.9 361.43 361.33 HH t P-35 358.90 SB-20 1.07 1. l 36' 18' 4' 1 YEAR 10'
P-10 J K 4.1 4.1 15 26.49 1.51 8.0 P-35 FES GG 1,7 93.6 54 96.00 1.67 254.8 J C.I. RIDGEMOUNT ST. STA. 36+80,82 LT 0.23 1.2 361. ]5 361.05 U 33 HH C.l. LOCKHURST STREET STA. 17+29.77 LT 0.33 1.7 358.30 358.20 SB-21 0.76 1.8 48' 23' 4' 1 YEAR 10' OS 11 C.1. DODFORD COURT S1A. 14+28.53 LL 1.01 4.0 - 357.80 SB-22 0.20 0.2 12' 10' 4' 1 YEAR 10'
P-11 K L 0.6 4.7 15 18753 3.73 12.5 P-36 GG HH 2.8 101.70 60 25.00 2.00 369.3 J C.l. LITCHBOROUGH WAY STA. 32+35.50 RT 1.03 4.1 - 368,50 JJ E) P-12 L RR 4.1 8.8 15 120.00 5.75 15.5 P-37 HH FES 93.6 103.4 60 120.00 1.00 261.1 K C.l. LITCHBOROUGH WAY STA. 32+26.74 LT l 50 J J EXIST DODFORD COURT STA. 14+28.53 RT 0.63 3.2 P-38 357.68 355.90 SB-23 0.16 0.2 10' 10' 4' 1 YEAR 10'
0,11 0, 6 368.10 367.00 P-13 M N 5.6 5.6 15 89.12 3.25 11.7 P-38 ll JJ 4.0 4.0 15 25.00 0.50 4.6 L C.l. CONAWAY COURT STA. 1 +95.34 1. 00 C.1. P-61 356.00 SB-24 0.59 1.5 44' 21 ' 4' 1 YEAR l0'
03 4.1 360.00 359.90 KK P-14 N 0 4.0 9.6 18 25.00 1.00 10.5 P-39 JJ FES 3.2 42.4 30 128.00 1.06 42.4 M C.l. LITCHBOROUGH WAY STA. 29+79.32 RT. 1 90 KK C.l. DODFORD COURT STA. 15+57.27 0.70 2.8 357.40 357.30 SB-25 016 1.0 35' 17' 4' 1 YEAR l0'
.39 5.6 - 350.00 LL P-J5 0 FES 2.0 11.6 18 96.00 1.21 11,6 P-40 PP OD 3.2 3.2 15 67.90 2.95 11.1 N DBL C.l. LITCH80ROUGH WAY STA. 28+83.34 LT 0.9 471 00 LL C.I. SHIREHALL PARK LANE STA. 15+01.56 LT 0.21 1. i - 349.40 TOTAL DlSTRUBED AREA = 11.7 AC.
9 4.0 3 . 0 347.00 MM f P-16 P 0 0.5 0.5 15 26.57 0.50 4.60 P-41 00 EXIST. XX 9.0 12.2 i8 133.00 7.07 28.0 0 C.l. LITCHBOROUGH WAY STA. 28+83.34 RT 0.39 NN 2.0 346.75 346.65 f 00 MM C.l. SHIREHALL PARK LANE STA. 15+01.56 RT 0.17 0.9 349.28 349.18 65 NN C.I. JONES FARM RDAD STA. 33+04.98 LT 0.01 D.1 348.30 348.20
P- l7 0 S 3.4 3.9 15 303.20 6.09 16.0 P-42 LL MM 1.1 1,1 15 25.00 0.50 4.6 P C.1. CLAPTON DRIVE STA. 16+48.27 RT 0.09 0, 5 386.00 385.90 00 P-18 R S 3.9 3.9 15 28.88 3.81 12.6 P-43 MM NN 0.9 2.0 15 45.99 1.91 9.0 0 C.l. CLAPTON DRIVE STA, 16+5726 LT 0. 90 00 .I. STA. 31+66.15 LT 0.52 2.1 - 344.00 LEGEND C JONES FARM ROAD
86 3.4 385.77 385.67 PP P-19 S U 4.2 17.0 18 305.28 5.77 25.3 P-44 NN 00 0.1 2.1 15 138.83 2.45 10.1 R C.1. CLAPTON DRIVE STA. 13+65.78 RT 0.9 - 67 PP C.I. SHIREHALL PARK LANE STA. 10+05.24 0.80 3.2 - 343.50
8 3.9 368.30 00 DB P-20 V W 2.5 7.5 15 142.92 2.59 10.4 P-45 00 EXISL UU 2.1 4.2 15 225.98 4.73 14.1 - RR 30 QO DBL CL SHIREHALL PARK LANE STA. 9+20.32 2.25 9.0 341.50 341.40 ~ A CURB INLET
S C.1. CLAPTON DRIVE STA. 13+51.33 LT 1.04 4.2 P 17 36720 36710 P-21 W 2.6 5.1 15 45.96 0.62 5.1 P-46 TT UU 4.5 4.5 15 74.42 2.28 9.8 P-1 7 10 RR Y.1. 0 O 353.10 353.00 P _ 1
8 36 .20 SS P-22 T U 3.7 8.8 i8 25.00 0.70 8.8 P-47 UU FES 2.4 6.9 15 96.00 2.29 9.8 T C.1. CLAPTON DRIVE STA. STA. 10+45 RT 0.93 .7 3 350.61 350.51 TT i SS Y.1. 0.90 3.s 342.21 342.11 STORM DRAIN 51 TT C.1. SHIREHALL PARK LANE 21+02.26 1.12 4.5 - 328.00 0
P-23 U X 3.4 24.2 24 73.27 2.46 35.5 P-48 RR FES 0 8.8 15 ] 6.00 1.85 8.8 P-1 4 UU P-24 X Z 2.0 26.2 24 70.00 1.33 26.2 P-60 EX1Si CCCEXIST. KK 3.7 36.4 30 138.05 4.85 90.6 U C.J. CLAPTON DRIVE STA. STA, 10+45 LL 0.86 3.4 9 3 9.50 349.40 DB, UU DBL C.1. SHIREHALL PARK LANE 19+73.69 0.48 2.4 326.30 326.20 ~ FLARED-END-SECTION
P-22 350.33 W P-25 Y Z 5.3 5.3 15 25.00 1.00 6.5 P-61 EXIST KK EXIST. JJ 2.8 39.2 30 129.54 1.00 41.1 V C.l. LITCHBOROUGH WAY STA, 21+58.07 RT 0.62 2,5 - 4 40 W J.B. 0 0 359.34 359.24 ~
35 , 70 P-62 A YY 1.6 35.5 30 136.58 6.99 108.8 W C.I. L1TCN80ROUGN WAY STA. 23+0777 RT. 0.66 2,6 351.00 350.90 70 -F- TEMPORARY DIVERSION DITCH
IX6T. XX X C.l. LITCHBOROUGH WAY STA. 24+10.69 LT 0.40 2,0 347.60 34750 90 P-27 331.00 •
Y DBL CJ. LITCHBOROUGH WAY STA. 24+80.69 RT. 1.32 5.3 - 34780 YY l 50 IX6T XX Y.1. CLAPTON DRIVE STA. 22+4717 LT 1.60 6.4 P-4l 332.00 330'21 SILT FENCE 90 YY C.l. LITCHBOROUGH WAY STA. 38+66.95 0.03 0.10 368.95 368.85 e
Z C.l. LITCHBOROUGH WAY STA. 24+80,69 LT. 0,16 0,8 P-24 346,57 345.10 SB-1 IM NT BASIN
P-25 34755 to SED E
VELOCITY DIS~S'IPATOR DATA
v Exir DISSlPATOR SIZE SILT FENCE INLET PROTECTION ~D
PIPE N( P-9 PIPE N0. (FPS) L W DEPTH CLASS Dso v, P-9 8.2 24' 9' 22" e 6" GRAVEL CONSTRUCTION L`
P-15 P-15 6.6 PREFORMED SCOUR HOLE (18 J B 6" ENTRANCE PAD
~ 2 4 j P-29 P-29 10.4 PREFORMED SCOUR HOLE 15" B 6" ~ ~ ( ) (x I
P-34 P-34 4.2 PREFORMED SCOUR HOLE (J5) B 6" W L` - ~ - ~ - ~ - LIMITS OF DISTURBANCE
i ` ~ 55 P-37 ET ~ / ~ E ~ SK P-37 12.4 45' 14' 30" 1 13" W ~
E E 2 6 P-39 S ~ ~ LIMITS 0 TT NE ~ ~ i LI I ~ DISTURB NC P-47 P-39 8.6 15' 8' 22" 8 6" Z ~ P-47 9.0 PREFORMED SCOUR HOLE 8 6" C3 ~
CK p ~1~, E AT aN ~ 1 257 M TI i 1 ~ Utz ~ i (TYP.) ~ P-48 ~ z~ P-48 7.2 PREFORMED SCOUR HOLE B 6"
IN T / 9~ i I N CD W ~ 2 ~R ~ ~ ~ P ~ ~ 58 o W rn
F a ~rEM OR ~ ~ L ~ 3 ~ , ry TC INLET PR TECT N 2~9 ~ e DIV ON ~ ~ 17 \ o a ~ ly , \ 2 0 ~ ~
~N ~ 0 ( ~ ~ I I i CH (TYP.) ~ - ~ O j~ ~ ~ ~ ~ / ~ \ ~ ~ ~ z• ~ 283 / 1 1 I ~
1 ~ ~P/ / ~ ~ ~ 1 / / ~ ~ 2 3 r ~ ~ F' I / ~ ~ a
I, ~ 65~ ~ ~ / ~ ~ ~ ~ J , ~ 262 ( ~ I I ~ z65' ~ C ~ U ~ 7s _ ~ ~
1 ~ ~ _ , I/~ ~ _ z z
~ P~f ~ Q ~ LIMITS F ~ ~ (J i EIP ~ ~ ~ ` 5 ~C C~FETE s8 ~ ~ / 5 ~ DISTUR ANCE ~ ~ ~ . 378" EIP /Q / /Q~ ' ~ ~ SIDE XrLK \ ~ / ~ ~ ' A~cES ~ ,s ~ ~ ~ ~ - I' o ~EAS~MEtJT ~ ~ ~ ~ U
/ SILT FENCE Q ~ ~ , ~ , 266 ~
~a~ US~`RJPA IAN BUFFER ~ ~ ~ - . FILL LOTS 39, 99, 123, AND 124. PLACE FILL IN \ \ ~ LIMI -OF i ~ ~ ~17~` ~ , i ~ _ ~ ~ ~ 0
COMPLIANCE WITH NC BUILDING CODE REQUIREMENLS. ~ 98 a ~ ~ S~ , - ~ ~ ~ I ru NGE ~ ~ ~ ~ ~ ~ i ~ VCE ~ ~ V ~ ~ ' /
P EFORMED - ~ \ ~ ~ - ~ J 7 ~ ~ ~ TYP. s OUR HOLE ~ ~ ~ 22 ~ ~ _ ~ _ - ( ) 278 ~ ~ ~ ~ i 278 I ~ ~ ~ / / i
LOT MIN. F.F.E. - - - ~ ~ - r v \ ~ ~ TEMPORARY IVERSAAI - ~ 174 j~ ~ ~ _ ,
~ 1 ~ IVEUSE RIPARI UFF'ER\ D v~ ~ , 39 366.0 99~k ~ ~ BAeK~cs R ~ ~ ~ ( ~ V / / ~ ~ ~ / \
~ 123 \ m~ 269 - _ I _ EASE ~ ~ ~ c~ ~ . 268 - SB 4 ~ - - ~ ~ I ~ 1 ~ I ~ l e
99 366.0 B-22 / \ ~ ~ i - ~ _ ~ ~ 272 R~ I~FFER 277 I ~ ( I - 77 ~ /173 I I ~ / / ~
123 368.0 ~ _ \ ' ~ ~ ~ ~ ~ FENCE ~ ~ , ~ COUR ~E / ~ \0- p0 I ~ I 1 p / I I I
124 368.0 W ~ ~ ~ ~ ~~e~c ~ _ ~'XIST. ~ ~~e( / I ~ ~C ~ i ~ / I ~ ~ i i
4 1 5~~6 / /17 / / / I - I D~INAGE / ~ I I i
o ~ - _ - / ~ O h = ~ HEATEf~ UTILlTINS INC. ~ / ~ I rxc WIDTH V RTES / E STING ELEME ARY SCHOOL I ~ ~ ~ N~' ~ I ~ I
~ ~ - ~ ~ r 124 \ ~ V iYEi~L TAT w ~ / ` 1J~ 1850.04.0-2932 71 % ~YAKE COUNTY PUBLIC SCHO L3' ( I
~ ~ ~ 1 ~ ~ ~ y 0.721 AL"WES I I r p 1 i t I I 1 l ( ~ j l ~i ~ I
x p 101 1 1 _ _ ~ - -1~~ ~ ~ > I-r ~ I 1 ~ i t 1 ~ 1 I ~ I ~ 170 ~ ~ . ~
~ ~ 102 ~ ~ 1 1 ~ 125._. ~ ~ ~ ~ ~ R=1o .oa' o ~ . 1 , . ~ 3J- h ~ _ ~ 5' CONCRETyF _ ~O NOI DISTUR ~ ~ ,o l I / 1 I ~ I I \ \ /
~ 103 IDEWALlP - - -,20 PUBLIC ORAI .~0 138 ~ ^ / ~ ~ NEUSE RIPARIAN ESM~'T ti ~ ~ 1 ~1 / li i ~ I I ~
" I A / ~ ~ ~ BUFFER ~~sT1NC~ ~ 1 i ~ / I 1 / 1 1 ~ I I I I
~ / ~ PERNh4 T / I I ~ ~ v Il 9 I I 1 I / \ / ~ ~ N l ~ i l l
104 ~ ~ OPEN E , ~ ~ ~ R~ " ~ off/ / 1°/~ ~ / \ 4AC 5 , ~ / ~ 3ti _ II I I ~ ~ / / / / ~ ll I I l
ice"' - - - _ s ~ / / ! 0 ~ / - ~ ~ ~ ~ 1 3, I I I 20' dccE$S i ~ / l ~0 ~ / i l
W / ~ , , / ~ , a \SqN i /l'~ ' _I . 127 / -27~ ~ / ~Sq 168 I EAS ENT ~ / i s X157 ~ I ~ ~ /
~ ~ \S ~ ~ ~ ~ ~ ~ ~ Fw f ~ i ~ / l ~ FR 156 ~ ~ ~ ~ ~ ~ I / r ~ ~ I / ~ ~ / / ~
i i 7 ~~LI OF ~ ~ ~ ~ ~ \'~T C DIS RBANC~ ~ ~ ~ ~ i / ~ °~q l l \ / ~ ~ ~ ~ /
\ \ 7 ~ I ~ 5 / \ 2~5 / L i t ~ TYP. \ U ( ~ ~Yq I ~ ~ / l l ~ _ _ ~ ~F~F ~ ~ ~ , ~ ~ / VYETIANDS ~
105 ~ ~ ~ P ~i ~ 128 ~ A _ ~ . - o A ~ ~ \ / 7/ ~ ~ 15 - ~s~, / ,I ~ ~ ~ ~ / 1401 GROUP / 167 r ~ ~ ~ X55 ; i~ / / i
~ ~ 274 v ~ W \ ~i ~ l 1~4 ~ ~ ~ ~ 'd ~ / C5 ~ ll \ \ ~ ~ ~ / ~ , / ~ ~ ~ I 2 ~l - ~ ps. ~ i / ~ / / O
q ~ 113 ~ - - ~ ~ ~ , X58 I I s~, , SEP 0 9 2004 ~ 1 ~ ~ ~ i / ~
o ~ I ~ ~ ~ - - 134 / x ~ I ~ \ ~ 1~9~ ~1 ~d ~ 'Y 166 ~ EXIST. i ~ / /E ~ _ , 166 - ~ ( I ~ / / / / / ~ ~ / ~ ~ r WATER ~
~ 0 106 \ I,, y v ~ ~ /P5E ~ ~ , - - SB 10 ~ \ 1~ / ~E ~ ~ , ~ ~ / ~lUAIITY SECTt ~ \ ~ / / / O~ ~ ~ / / / C~
W ~ i ' puBL~~ 1 ~ ~ . ~ ~ X1,6 133 / i 154 / / /
20 ~ ' - ~ UBLIC bRAIt~A E T ~ / ~ , 1 ~ ~ ~ ~ ~ - G ES ~ \ ~ . y/ /o Ca ~ W w~rH VAAtrs ~~2 //~i/ ~ yk~ -J \ 165 - 159 ~ ( / ~ I ~ i ~
~ , - ~ ~ ~ & ~ , 1 132 ~ i SMT. ~ WE / / \ o ~ n 165 ( / ~ O ~ /
: AGE E ~ N. SE ~ \ ~ % / / ~j , p~A~N ~ 30 SA~ / ~ ~(e Q~ 164 / I / ~ ~ i I ~ / ~ 161 ~6' 1 ~ 153 ~ ~ ~
~ , ~ / ~ I Y ~ 107 ~ , , MT, 117 \ /
60 _ _ 1 ~ ~ ~ NAOE `7 / / _ / I lsz~ _ PuB~c-a / / / 131 163 / ~ ~ 162 ~ ' / W i / /
~ 50'x 5' STI7UCTION ~ ~ < ~ 0 ~ I / , / ENTR E~fiAD / ~ ~ ~ i /
111 / / ~ / G ~ i / ~ ~ / / O i ~ / ~ _ 152 / ~ ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS,
108 ~ ~ ~ 118/ / / ~ I - 1 DRAINAGE E3MT, I i ti ~ L / t~ FF~ W,A T LD ~ ~ ~
TEMPORA DIVERSON ~ , WIDTH VAR S ~ N89 JO'42 E STONE / / Y / % DITCH TYP. i ~ / FF/i AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL W f ~ - ~ ~ ( % ~ STREETS A5 SPECIFIED BY TOWN STANDARDS. THESE ~1 I EIP FAC1LCfIES HAVE BEEN APPROVED BY THE TOWN OF WAKE ~
N89 30'42"E 663 75' _ _ - _ 109.01' ( ~ / ~ , / \ / v 143 ~ - y, / 119 ~ / 4 / ~ 10373' 205.04" N8205' x ~ ~ ~ lOd1 / / ~ \ \ / / ~ / ~-f - -~C ~ / FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE
-y-- - - - 115.8 49"W ~ / \ , - I N ~ / / / / / \ N8979'S8"W S89'49'02"W N8T/91YW / / --f- / - / IS APPROVED BY THE TOWN OF WAKE FOREST.
100. , - ~ 110 / - ~ / - 55' l ~ ~ 151 ( r- LYC / UB w, ~R, REVIEW ENGINEER DISCLAIMER
_ i ~ - i UB - R 2054 60' R W 100. ~ ~ / ~ ~ ~ p CHALKS ROAD NCS # ~ /9 ~ I / / ~ 4 ~ ~x ~ 12~ / / ~ ~ P 50' PUB IC o 1~ A: ~IVERETTE ~ q
~ / ~ I - i ~ ~ EASEMENT °i~ ~ TM 249-~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE \ ~ /I REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST IN NO
V ASgp / ~ ,o ~ / \ / ~ 145 ~ ~ ~ / ~ WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND I ~ 49 150 ~ / ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH
/ ~21 i ~s• ~ \ / ~ 142 147 4 / ~ 147 1 8 ~ l - -.r ~ ~ ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR
~ 7 - ~ 146/ ~ ~ I ` I O ~ ~ ~ ~ ~ I / CONDITIONS. ti
~ ~ ~ ~ ~ 141 ~ ; ~ A 1 ~ ~ ~ I fl ioas.o~' ~ ~ I I 'i l l' TE ~~y 1
°'so . ~ ~ 1~4 ~ . V ~ ~ Q EIP ~ 1 s ess'o~'w I ~ ~ I OWNER CERT[FICA O T ~ ~ l u ~ \ ~ ~ ~ I ~ a° ! ~ ~ 1 ~
V A ~ 7 V ~ \ ~ PERMANENT \ ~ , ~ ~ ~ A ~ ~ o OWNER HEREBY CERTIFIES AND AGREES TO TAKE I o A ~ I o o SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE
OPEN v 2~4 \ ~ SPACE 5' RAW RESERVATIO A A ~ ~ ~ FOREST TO CORRECT AND ERRORS, OMISSIONS OR NON-
0.19 AC \ 7 ~ \ NOIt~ SHEDS ENCROACH SEE NOTE 14 ti \ 9 I COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS I jS DESCRIBED ]N THIS CONSTRUCTION PLAT, INCLUDING RE-
iy ~,3~ IGH WILLIE E. HARK SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT W
\ ~ .yy C. & CLARENE H ~ \ ~ 28~ ~ y6 \ J \o,~ 5 \ DN 248-29 TM 248-24 WITH THE APPROPRIATE CORRECTIONS AND OR REVISIONS. -D / ~ ~ R 3
~8 ~ R-30
\ ~ \ ~ w ~ \ ~ ~ ~ ~ Owner Date ~
\ 0 1~
\ i PERMANENT G• Q9~' 0 \ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION Q ~ BY THE TOWN OF WAKE FOREST. Q
OPEN SPACE S• ~ ~ ~3
0.04 AC SfE NOTE 14 Public Works and Utilities Date ~i

fr n
Engineering Department Date GRAPHIC SCALE U
100 0 50 100 200 SHEET
Fire Prevention Date 4
OF
Subdivision Administrator Date ( IN FEET ) 18 1 inch = 100 ft.

JOB N0.
75070
DESIGN
PIPE DATA PIPE DATA CONTINUED INLET DATA ARK INLET DATA CONTINUED SEDIMENT BASIN SCHEDULE DRAWN
PIPE FROM TO Dio FROM Q 10 TOTAL DIA. LENGTH SLOPE CAPACITY PIPE FROM T Q1o FROM Q io TOTAL DIA. LENGTH SLOPE CAPACITY INLET No. INLET (CFS) IN PIPE (IN.) (FEET (9) (CFS) No. 0 INLET (CFS) IN PIPE (IN.) (FEET (q) (CFS) No. TYPE STATION DRAINAGE Qi0INT0 INVERT INVERT INLET TYPE INLET TYPE STATION DRAINAGE Q101NT0 INVERT INVERT TRIBUTARY TOTAL BASIN SIZE STORAGE WEIR MAT
AREA (AC.) INLET !N OUT No. P-1 A B 1.6 35.5 30 74.74 1.00 4 i.1 P-26 Z SS 0.8 32.3 24 142.50 2.03 32.3 q Y.l. REAR LOTS 8 9 No. INLET IN OUT BASIN N0. DIST. AREA D.A. (AC.) L W DEPTN + LIFE LENGTH COMMENTS CHECKED
/ 0.40 1.6 378.74 378.50 AA C.l. P-2 8 G 5.4 40.9 30 182.64 3.39 75.8 P-27 SS EXIST XX 3.6 35.9 24 170.80 6.50 57.8 8 DBL C.i. L/TCHBOROUGH WAY STA. 37+38.64 LT 1. AA C.l. LITCHBOROUGH WAY STA. 13+62.19 R7: 0.80 3.2 - 378.70 S8-6 1.06 9.6 144' 40' 4' 1 YEAR 22' EX/Si. BASIN i0 BE REUSED ARK
35 5.3 368.10 368.00 BB C.l. P-3 C D 1.7 1.7 15 25.00 0.50 a.s P-28 AA BB 3.2 3.2 15 25.00 0.50 a.s C C.1. RIDGEMOUNT ST. STA. 33+94.33 RT. 0.34 1.7 BB C.l. LITCNBOROUGH WAY STA. 13+62.19 LT. 0.39 2.0 378.67 378.57 SB-10 1.19 10.3 118' 27' 4' 1 YEAR 25' EXIST. B4S1N TO 8E REUSED SCALE
374.00 CC C.1. o P-4 D E 1.6 3.3 15 45.96 3.66 12.4 P-29 BB FES 2.0 5.2 15 112.00 4.53 13.8 D C.I. RIDGEMOUNT ST STA. 33+94.33 LT. 0.31 1.6 373.88 373.78 DD C.l. z P-5 E F 3.0 6.3 15 25.00 0.50 4.6 P-30 CC OD 4.1 4.1 15 25.00 0.50 4.6 E C.l. LITCHBOROUGN WAY STA. 35+41.70 RT 0.75 3.0 CC C.1. LITCHBOROUGH WAY STA. 16+53.11 RT. 1.03 4.1 - 369.70 SB-11 1.87 7.9 100' 48' 4' 1 YEAR 20' EXIST. BASIN TO BE REUSED 1 = 100 DD C.l. LITCHBOROUGN WAY STA. 16+53.11 LT. 0.23 1.2 369.57 369.47 SB-16 1.30 9.7 100' 59' 4' 1 YEAR 25' FILE
372.10 372.00 EE C.l. i P-6 F G 0.5 6.8 15 193.45 5.06 14.6 P-31 DD GG 1.2 5.3 15 172.59 4.04 13.0 F C.I. LITCHBOROUGH WAY STA. 35+41.70 LT 0.10 0.5 371.88 371.78 FF EE C.l. LITCHBOROUGH WAY STA. 18+89.63 RT 0.80 3,2 - 362.00 SB-17 0.94 2.4 59' 25' 4' 1 YEAR 10' NHP78-EC2
C.l. P-7 G H 5.1 52.8 36 44.28 0.62 52.8 P-32 EE FF 3.2 3.2 15 66.31 2.87 11.0 FF C.l. LITCH80ROUGH WAY STA. 19+50.12 LT 0.21 1.1 360.10 360.00 SB-18 0.72 3.2 65' 30' 4' 1 YEAR 10'
~ G C.1. RIDGEMOUNT SL STA. + 4 RL P-2 361.80 P-8 H 1 3.9 56.7 36 25.00 0.72 56.7 P-33 FF W 1.1 4.3 15 132.00 0.50 4.6 36 36 5 1.27 5.1 361.70 GG C.l. GG C.l. LOCKHURST STREET STA. 17+29.77 RT 0.70 28 P-31 362.50 358.80 SB-19 0.67 1.4 43' 20' 4' 1 YEAR io"
2 P-9 I FES 1. P-6 362.00 z 57.9 3s 64.00 0.75 5Z9 P-34 W FES o 4.3 r5 s4.DO 0.50 4.s H C.1. RIDGEMDUNT ST. STA. 36+80.82 RT 0.97 3.9 361.43 361.33 HH C.1. P-35 358.90 SB-20 1.07 1.1 36' 18' 4' 1 YEAR ]0' HH C.1. LOCKHURST STREET STA. 17+29.77 LT 0.33 1.7 358.30 358.20 SB-21 0.76 1.8 48' 23' 4' 1 YEAR 10'
P-10 J K 4.1 4.1 15 26.49 1.51 8.0 P-35 FES GG 1.7 93.6 54 96.00 1.67 254.8 / C.I. RIDGEMOUNT ST. STA. 36+80.82 LT 0.23 1.2 361.15 361.05 ll C.l. P-11 K L 0.6 4.7 15 187.53 3.73 12.5 P-36 GG HH 2.8 101.70 60 25.00 2.00 369.3 J C.l. LITCHBOROUGH WAY STA. 32+35.50 RT 1.03 4.1 - 368.5 ll C.1. DODFORD COURT STA. 14+28.53 LT 1.01 4.0 - 357.80 SB-22 0.20 0.2 12' 10' 4' 1 YEAR 10'
0 J J EXIST. P-12 L RR 4.1 8.8 15 120.00 5.75 15.5 P-37 HH FES 93.6 103.4 60 120.00 1.00 261.1 K C.l. LITCHBOROUGH WAY STA. 32+26.74 LT 0.11 0.6 368.10 367.00 C.l.
P-13 M N 5.6 5.6 15 89.12 3.25 11.7 P-38 1/ JJ 4.0 4.0 15 25.00 0.50 4.6 L C.1. CONAWAY COURT STA. 1 +95.34 1.03 4.1 360.00 359.90 KK C.1. JJ EXIST. DODFORD COURT STA. 14+28.53 RT. 0.63 3.2 P-38 357.68 355.90 SB-23 0.16 0.2 10' 10' 4' 1 YEAR 10' C.l. P-61 356.00 SB-24 0.59 1.5 44' 21 ' 4' 1 YEAR 10'
P-14 N 0 4.0 9.6 18 25.00 1.00 10.5 P-39 JJ FES 3.2 42.4 30 128.00 1.06 42.4 M C.l. LITCHBORDUGH WAY STA. 29+79.32 RT 1.39 5.6 - 350.00 LL C.l. KK C.1. DODFORD COURT STA. 15+57.27 0.70 2.8 357.40 357.30 SB-25 0.16 1.0 35' 17' 4' 1 YEAR 10'
P-15 0 FES 2.0 11.6 18 96.00 1.21 11.6 P-40 PP QO 3.2 3.2 15 67.90 2.95 11.1 N DBL C.l. LITCH80ROUGH WAY STA. 28+83.34 LT. 0.99 4.0 34710 347.00 MM C.l. LL C.l. SHIREHALL PARR LANE STA. 15+01.56 LT 0.21 1.1 - 349.40 TOTAL DlSTRUBED ARF_A = 11.7 AC. MM C.l. SHIREHALL PARK LANE STA. 15+01.56 RT. 0.17 0.9 349.28 349.18
P-16 P 0 0.5 0.5 15 26.57 0.50 4.60 P-41 QO EXIST. xx 9.0 12.2 18 133.00 7.07 28.0 0 C.J. LITCHBOROUGH WAY STA. 28+83.34 RT 0.39 2.0 346.75 346.65 NN C.l. P-17 Q S 3.4 3.9 15 303.20 6.09 16.0 P-42 LL MM 1.1 1.1 15 25.00 0.50 4.6 p C.l. CLAPTON DRIVE STA. 16+48.27 RT 0.09 0.5 386.00 385.90 OO C.l. NN C.l. JONES FARM ROAD STA. 33+04.98 L T 0.01 0.1 348.30 348.20
P-18 R S 3.9 3.9 15 28.88 3.81 12.6 P-43 MM NN 0.9 2.0 15 45.99 1.91 9.0 0 C.1. CLAPTON DRIVE STA. 16+57.26 LT 0.86 3.4 385.77 385.67 PP C.l. 2.1 - 344.00 LEGEND DD C.l. JONES FARM ROAD STA. 31+66.15 LT 0.52
P-19 S U 4.2 12.0 18 305.28 5.77 25.3 P-44 NN 00 0.1 2.1 15 138.83 2.45 10.1 R C.l. CLAPTON DRIVE STA. 13+65.78 RT 0.98 3.9 - 368.30 QO DBL C.l. PP C.l. SHIREHALL PARK LANE STA. 10+05.24 0.80 3.2 - 343.50
P-20 V W 2.5 2.5 15 142.92 2.59 10.4 P-45 00 EXIST UU 2.1 4.2 15 225.98 4.73 14.1 P-17 36720 RR Y.I. QO DBL C.l. SHIREHALL PARK LANE STA. 9+20.32 2.25 9.0 341.50 341.40 ~ A CURB INLET
P-21 W T 2.6 5.1 15 45.96 0.62 5.1 P-46 IT UU 4.5 4.5 15 74.42 2.28 g.8 S C.l. CLAPTON DRIVE STA. 13+51.33 LT J.04 4.2 P-18 367.20 367.10 SS Y.1. RR Y.I. 0 0 353.10 353.00 P_1 ss Y.l. 0.90 3.s 342.21 342.11 STORM DRAIN
P-22 T U 3.7 8.8 18 25.00 0.70 8.8 P-47 UU FES 2.4 6.9 15 96.00 2.29 9.8 T C.l. CLAPTON DRIVE STA. STA. 10+45 RT 0.93 3.7 350.61 350.51 TT C.1. P-23 U X 3.4 24.2 24 73.27 2.46 35.5 P-48 RR FES 0 8.8 15 16.00 1.85 8.8 P-19 349.50 UU DBL C.l. TT C.1. SHIREHALL PARK LANE 21 +02.26 1.12 4.5 - 328.00 0
P-24 X Z 2.0 26.2 24 70.00 1.33 26.2 P-60 EXIST CCC EXIST KK 3.7 36.4 30 138.05 4.85 90.6 U C.l. CLAPTON DRIVE STA. STA. 10+45 LT 0.86 3.4 P 349.40 VV UU DBL C.l. SHIREHALL PARK LANE 19+73.69 0.48 2.4 326.30 326.20 ~ FLARED-END-SECTION W
22 350.33 J.B. P-25 Y Z 5.3 5.3 15 25.00 1.00 6.5 P-61 EXIST. KK EXIST JJ 2.8 39.2 30 129.54 1.00 41.1 V C.L. LITCHBOROUGH WAY STA. 21+58.07 RT 0.62 2.5 - 354.70 W J.B. 0 D 359.34 359.24 ~ f- TEMPORARY DIVERSION DITCH
P-62 A YY 1.6 35.5 30 136.58 6.99 108.8 W C.L. LITCNBOROUGH WAY STA. 23+07.77 RT 0.66 2.6 351.00 350.90 P-27 331.00 •
EXIST. XX Y.L. X C.l. L/TCHBOROUGH WAY STA. 24+ 10.69 LT 0.40 2.0 347.60 347.50 EXIST. XX Y.I. CLAPTON DRIVE STA. 22+47.17 LL 1.60 6.4 P-41 332.00 330.21 SILT FENCE
Y DBL GL LITCHBOROUGH WAY STA. 24+80.69 RL 1.32 5.3 - 347.80 YY C.l. YY C.l. LITCHBOROUGN WAY STA. 38+66.95 0.03 0.10 368.95 368.85 p 99
Z C.1. LITCHBOROUGH WAY STA. 24+80.69 LT. 0.16 0.8 P-24 346.57 345. l0 SB-1 e SEDIMENT BASIN
P-25 34755 ti VELOCITY DISSIPATOR DATA
PIPE N0. DISSIPATOR SIZE SILT FENCE INLET PROTECTION wo ExrT PIPE N0. (FPS) L W DEPTH CLASS D5a n ~
P-9 P-9 s.2 24' 9' 22" B s" GRAVEL CONSTRUCTION
P-15 P-15 6.6 PREFORMED SCOUR HOLE (18) B 6" ENTRANCE PAD ~
P-29 2~4 P-34 R F RM D SCOUR HOLE 15" 6" ~ ~ P-29 J0.4 P E O E B ~ ~
` ~ 55 P-37 P-34 4.2 PREFORMED SCOUR HOLE (15) B 6" - - ~ ~ - LIMITS OF DISTURBANCE W L`
ET / / E ~ SK P-37 12.4 45' 14' 30" 1 13" W ~ P-39 8.6 15' 8' 22" B 6" ~ Z ~
E ~ IMI 2 6 P-39 S I ~ L TS 0 E / ~ ~ / IN HL I ~ DISTURB NCE P-47 ~C I P-47 9.0 PREFORMED SCOUR HOLE B 6" ~ ^
A QN I 257 M ~'I ~ ~ UA i I (TYP.) I P-48 IN T / 9,~ ~ z~ P-48 7.2 PREFORMED SCOUR H01E B 6" ~ o W~
/ N C ~ W . ~ ~ 258 OR I rMP II r F a iE OR ~ y L
3 I , ry TC'zr INLET PR TECTI N ~jg ~ m DIV ON ~ I ~ lI \ ~ oo TY. ~ 2 ~ z.
I i CH (TYP.) ~ - ~ ~ O ~ \ \ i z83 ~ I I ~ i / , ~ ~
' 1 I ~P/ / \ ~ ~ I , ~ \ Y 23 ~ _ ¦ ~ I 1 T
I ~ ~ ~ ~ 5' ~ ~ ~ ~ J \ 262 ( ~ F, / I A 26~ \ ~ / ,65' ~ ~ C ~ U 76 / ¦ ~ .
I ~ / ~4, ~ ~ ~ ~ ~ - 1 / ~ ~ LIMITS F ~ ~ ~ X80 ~ z / i 'ACES ~ /r 1 _ Z
EiP ~ ~ ~ ter. 5' ~ C~ET~ s ~ / ~ g5 DISTUt~ ANCE ~ ~ ~ ~ ~ 8378" EIP / i'Q \ ~ \ SIDE ALK ~ ~ / / ~ ( y / ~ ~ - O ~Eil MEP1~ ~ ¦ U ~ ~ i
/ ~ ~ TYP.) ~ 97 / a \ 266 / SIL1 FENCE Q ~ ~ , i X79 6 - -
~a~ US~`R1eA IAN BUFFER ~ ~ FILL LOTS 39, 99, 123, AND 124. PLACE FILL IN \ \ uMl -oF / ~ ~ X173` _ ~ ~ ~ _ d ~ ~ ~ ~ ~ ~ ~ , / ~ - U
COMPLIANCE WITH NC BUILDING CODE REQUIREMENTS. ~ 98 ~ Z~ , - ~ ~ I Tu NCE ~ P EFORMED ~ ~ ~ / ~ ~ ~ ~ / , ~ ~ ~ ~ ~ /
- ~ I ~ ~ ~ ~ ~ ~ _ TYP. S OUR HOLE ~ I ~ ` 22 \ ~ _ ~ , _ ( ) 278 278 I ~ /
COT MIN. F.F.E. - - - - ~ ~ ~ \ ~ ~ TEMPORARY IVERSAAI ~ ~ - ~ 174 ~ ~ ~ -
~ I ~IEUSE RIPARI UFF~R~ D v~ ~ _ 39 366.0 r 99~k ~ ~ BAeKiN9 R ~ ~ ( 1 ~ ~ ~ ~ ~
~ ~ \ 123 \ m~ 269 - . I CZ, EASE ~ ~ ~ ~I ~ 268 - - 99 366.0 - - SB-22 r S'B- 4 ~ ~ - , ~ ~ ~ ~ ~ °
~ ~ 272 ~ ~ R18IA I~dFFER 277 / l /173 ~ ~ I i
123 ~ - ~ ~ ~ ' ~ ~ OUR OLE 368 0 ~ ~ - FENCE ~ ~ ~ ~ ~ - ~ ~ ~0 p ~ / ~ ~~Ue~C i I / ~ / ~ ~ ( / ~ / I
124 368.0 W SEXIST. ~ ~ I / ~ I I ~ ~17,~ ~ ~ _
o _ ~ ~ ~ ~ / i ~ ~ ~ J Dr~11NacE~ r. i , _ 1
x p ~ Imo'' _ _ -e ~ ~ ~ ' ~ ? HEATED UTILITIES INC ~ WI TH U RTES ~ ~ ~ / P / E~STING ELEMEISGTARY SCHOOL I ~ I
~ c*~ ~ I 124* ~ * I / WELL LOT N I / _ ~J~ 1850.04:50-2931 I 71/ ~YAKE COUNTYa~UBLIC SCHO L~'~ I I ~ p i l 1
~ 1 ~ ` ~ 0.721 ADRES / ~i ~ ~ i I 101 . , I I , ~ _ ~ ~ I I V ~ ~ i ~ ( i I l ~ ll ~ ~ I 11 1
~ 170 ~ ~ ~ ~ ~ ~ ~ 1 ~
o _ ~ ' CONCRET~F. / _~0 NOT DISTUR ~ ,0 1 ~ 1713 IDEWAL-1~ - -2D' P QLIC DRAT .a0 1' / l I ~ 1 I I 1 I ~ \ ~ ~
i% NEUSE RIPARIAN 138 ESQ \ ti I o I I I ~ ~ ~ 1 ( l I t 1 1 ? ~ ( ~ I I 1
l ~ ! ~ '1 BUFFER ~~sTrNC~ ~ ~ - i, 1 v 1 1 I I, I l s ~ I ~ ~
~ ~ . , ~ PER~A T / / ~ ~ v ~ 104 j ~ - OPEN A~'E , ~ ~ I ~l Il l I I I ~ ~ , ~ i
~ I R,, r 4AC. ~ Il I I 0 z~3 z Il ~ 1 1 ~ l I ! ~ i ~
I - __s / / 1 ~ / ,;o ~ ~ / W ~ ~ ~ / \ S, 3, ~ ~ ~ r 20' ACCESS / / i ~p i ~ l
~ ~ , I _2z¢ / a ~sgti ~ T ~ . _j ~ ~ 127 ~ / / ~ ~ ~ ~ \S ~ ~ ~ ~ r ~ ~ ~ ~Sq 168 I ~ ~ I EAS ENT ~ £ ~ 5 ~
7 ~ \ ~ / 1 / / ~ ~'P ~ ~ LI F ~ ~ ~ \ ~ / ~ ~~~~R 1 6 ( ' ~ % ~ , / ~ ~
~ ~ / I I I ~`~5 v 2~5 r / ~ ~ ~ V ~ ~ ~
\ L I ~ ~ ~ ~ (TYP. ~ 128 \ ~ ~ - 105 \ P ~I ~ ~ ~ 16'~ - ~ ~ - F ~ ~ / / ~ / ~ ~
\ >r ~ l \ ,~e° ~ 15 ~ ~ ~ 274 v v 167 _ ~ ~ ~ , X55 ~ / ti i ~ ~ r~aN~s1 ~
~ 1~4 ~ ~58 ~ 1 ~ sue. ~ O
q ~.l i 3 ~ p ~ i ~ ~ A ~ - - - - 134 / - ( ~ s~~~ i l ; ~ SEP ~
~ ~ ~ ~ ~ ~ 1~~ ,,t ~ ~ `Y 166 - ~ EXIST. I \ \ / ~E ~ 106 ~ 166 - / V~ ~ ~ ~ ~ ~ ~ 9 2004 ~ ~ ~ / O ~
o ~ f~ ~ v /EP ~ SB-10 ~ ~ 1~3 ' ` / ` / ~ 133 ~ ~ W N ~ ueL~~ ~ ~ ~ X16 - - 1 I / ~ / / ~ / ~ ~ 154 I , ATE QU I ~
E~ I Zp P [ / ~ ~ ~E ,ils f - UBLIC ~DRAINAC~E ESL / \ y i !/l ~ ~ / ~ / A ,55/ /o ~ ~ ~ ~ ( ~ / ALITY SEC r~ I TION 159 ~ ; ; / ~ ~
W ~ WIpTH VAi~fES 1 2 / / ~ ` y~ ~ 165 ~5 ~ ~ i , O
' 1. ~ E & / 132 ~ , . ~ GE ESM ~ SEW V ~ / ~j ~ ~ ~ - ~ / ~ ' ~ ~ ~ r', I i
pRA~NA ~ 0 SAS / ~ ~ ~ I 164 I ~ _ 3~~' ~ / / ~ ~ / ~ ~ / ~ ~ I 161 1/ ~ ~ ~ ~ ~ i 153 I ~ / '
' 107 ~ ~ , Mi. 117 ~ / / o _ I ~ ~ ~ WAGE ~ ~ / I / ~ R+ ~ 16z~
~6 - RA i 162 _ ~ - Pue~~ ~ / / 131 163 ~ ~ ~ 50k 5' SUCTION ~ /
- / ENTR EGAD ~ ~ ~ / / / ~ % / ~ ~ ! O ~ , 0., o
111 / / - - G ~ i 118/ ~ ( ' / 108 ~ ` ~ - / 152 i , - i ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, W~ , - i LD
- ~ DRAINAGE EMT. G L ~ F / F~ ' TEMPORA DIVERSON % \ WIDTH VAR S ~ I FF~ - AND HANDICAP RAMPS ARE TO BE CONSTRDCTED ON ALL W I f ~
N89:70'42 E Sl•ONE +1~ / / ~ Y ~ DIrcH TYP. ~ ti / ~ _ Nss3o41E ss3.75' 1os.o1' ~ ( ) ~ / ~ , \ ~ 143 / - ~ ! ~ STREETS AS SPECIFIED BY TOWN STANDARUS. THESE ~ ~ eP FACILITIES HAVE BEEN APPROVED BY THE TOWN OF WAKE ~
/ 119 ~ / / ~ ; / 8205'49"W ~ 10~ ~ / / A\ / ~ ~ ~ _ 103.73' a - 205.04' - U5.8 • ~ - FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE
_ ~ ~ N8979'58"W S89'49'OZ"W N877927"W J00.5 , ~ 110 ( / V _ J L - ~ IS APPROVED BY THE TOWN OF WAKE FOREST. 151 ( Ty
5 - LYC i , - UB W 1 ~ / I /P B1~1 ~ REVIEW ENGINEER DISCLAIMER PU ~ AVERETTE 1R. 50' PUBLIC o ~ A:
CHALKS ROAD NCSR #2054 60 R~ 00.19. ~ ~ / / Y44 ~ ~ 112 ~ - ~ / ~ I ~ / ~ / I EASEMENT rnl ~ tM gas-i ~ ~ ~ EXECUTION OF THIS CONSTRUCTION PLAT BY THE
~ ~j ~ ~ ~ I I ~ 1 / / REVIEW ENGINEER FOR THE TOWN OF WAKE FOREST BJ NO
~ ,o ~ / \ ~ / 145 I ~ \ 1 / i WAY LIMITS THE RESPONSIBILITY OF THE OWNER AND ` 49 150 ~ ~ ~ ENGINEER OF RECORD W[TH REGARD TO COMPLIANCE WITH
/ ~`21 ~ I I ~0~.. A V / ~ 142 ~ 147 148 148 / ~ 47 ~ ~ / , - ~ ~ ~ ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR Q
\ ~ i'. ~ _ _ ~ 146, ~ ~ ~v \ \ \ ~ ~ ~ l 141 ~ ~ ~ 1 ~ ~ ~ i CONDITIONS. ti ~ ~ ~ ~ flP i
. \ V 1 b~.w ~oBB.o~'I \ ~ ~ ~ i P i OWNER CERTIFICATE Q 5 639 ~ ~ ~
~O , II~Q ~ E1P - ~ ~ ~ ~ \ ~ ~ ~ ~ ~ \ \ i ~ ~ ~ 1 Q ~ w ~ ~ V A ~ ~ ~ i I ~ I o ~ $ ~ ~ OWNER HEREBY CERTIFIES AND AGREES TO TAKE
A ENT ~ ~ ~ ~ ~ ~ l o o° SUCH ACTION AS MAY BE REQUIRED BY THE TOWN OF WAKE
~ 2~4 \ OPEN SPACE \ \ ~ ' FOREST TO CORRECT AND ERRORS, OMISSIONS OR NON- COMPLIANCE WITH TOWN STANDARDS AND/OR CONDITIONS
0.19 Ac 5 R/W RESERVATIO ~ ~ ~ NOTE SHEDS ENCROACH SEf NO1E 14 ~ ti V 7 ` ~ ~ ~ q'
\ ~ 1 \ 5g.~`/~ \ ~ ~ •3 j C. & CLARENE HIGH ~ WILLIE E. HARRIS DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDING RE- 2a SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT W nu z4s WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS.
\ ~ 28~ , 56 \ \oJS 5 \ IM 248-19 R-30 ~ ~
\B ~ R-30 \ ~ \ ~ ~ ~
~ ~ \ ~ ~a Owner Date ~
m 1~ \ \ I ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION Q a
PERMANENT G• Rai' p \ BY THE TOWN OF WAKE FOREST. O
OPEN SPACE S• ~ ~ ~3 0.04 AC _
SEE NOTE 14 Public Works and Utilities Date ~i

rnnrnrir rrnTn
Engineering Department Date UlIlArrntk., 0I11ALi V) V
100 0 50 100 200 SHEET
Fire Prevention Date 4
OF
Subdivision Administrator Date ( IN FEET )
1 inch = 100 ft. 18

~ , ~ .
JOB NO 75070
DF SICN
LEGEND ARK
DRAwN
~ A CURB INLET MAT
CHECKED P-1 STORM DRAIN ARK
' ~ SCALE.
- Boa' ~ FLARED-END-SECTION
r~Er
N 0 IT H NNP78~EC? TEMPORARY DNERSION D C
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SILT FENCE
i 1 I I SB-1 EDIMENT BASfN S
~ LINCOLN T. & SARAH HALL LINDA H. JONES I
I ROBERT E. nu 2.z~-so rar su-r~o ROBERT E. & MARTHA N. HODGE k ~ SILT FENCE INLET PROTECTION
~ I R-30 I ~ su-r R-30 ~ ~ saf-r~o M . . ~ R_~ ~ TI N
~ ~ GRAVEL CONSTRUC 0
stiv2ru'E ?e' ~ Y ' ~ ~ ' ~ PAD \ ENTRANCE
~ ~ ..inl l~a~ M ~ "~Y. ,,~d ~ q},, ~ ' ~ ' ~ ~ / ;,y~ PERMANENT ~j~"r ~ ~
~p OF Ev t ,,r >i ~i'~ t.q -'r9 n .z r c .x~, x.. w 4~, ' ~ OPEN SPACE - ~ - ~ - ~ - LIMITS OF DISTURBANCE A I ` ~ aoK Ac
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~ SB 20 _ .N ~ PERMANENT ~ . ~ . W ~ ~ OPEN SPA E ;~„«~',,~r ~ . b , / - ~ _ ~ d o z` i
_ ~9 0.69 AC ~ ',t Jr ,f ~ ~ l - ~ 50 ~ r ~ ~r+ ~ _ , ~ ~ ~ _ - ~ p \ ~ r ~ In rn
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' ~ ~ 52 20' SCAN. SEWER dr 4 7 _ _ I ~ • ~ ti ~ ~ N7DTH V IFS r~ ~ ~ 8 \ ~ \ CQ
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I - / ~ 'i , r ~ ~ ~ - ~ ~ ~ i
4 ~1 - 46' 41 la- - f ~ y ' S CONS7Rll~TION • \ ~ U ~ ~ ~ ...PAD \ z
45 ~ _ 35 • r 1 \ o / - 53 • ~ ~ -208 202 ~ I 1 ~ ~ ~ ~ ~ i - / ~ ~ 15' R~W DEDICATION Z _ _ _ ~ ,r ~ _ 3
, r 5o'x2s r ~ 34 ~ _ 50rr25' STRUCTlDN ~ ~ / r ~ ~ PAD / _ ~ 2O1 ~ ~ O - ~ ~ U ~
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w '42 /i ~Z~, i / ~ ] ~ I i 1 9 ~ ~ _ ~ ~ _ _ ~ \ I asru BAaCE 196 ~ C~
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~ ~ , ' a- 194 ~ \ ~ i 3~
- - _ ~ , ~ ( I ~ l ~ ~ ; •206 , 1 ~ , 83 I J i ~ 198 ~ ~ _ - \CS ERMANENT W I ~ / - ,-~S / ~ ~ P
~ ~ '208 oxJ +o~ ~ ~ ~ ~ ~ E~. ~ ~r25 TION ~ ~ ~ ~ \ ` ~ ~ N SPACE Z08' i j ~ - oPEN spACE OPE
~ ~ ~ I PAD - ~ - WIDTN V ~ ~ ~ ~ , - / / - - o.a .+c ~ ~ , r ~ 193 qtr ao+r l 1 r
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7 ~ ~ ~ 209 f - ~ ~ ~ r , s ''~1 ~ ~ 209 ~ ~ 18,9 ~ . y y i 192 18
_ _ 76 77 ~2 ' a ~ 1 . ~ ~ r / ~
71 ~ ~ , i a25 ~ ~ - . ~ , ~ . 8~; • ~ r 227 ~ . - ' / ~
_ ~ ~ ' WIDiN VARY / - 73 70 224 - 1 ~ ~ , / 186 _ ' _ _ _ ~ ~ ' - ` ~ ~ 21 ~ 190 191 e4 \
\ -11 ~r r fi' - ~
' SK.r ONCE l 8 ~ i ~ ~ - / i Q J`
/ ants of 61i ~ ' l 228 ~ 2~9', X23 / / ~ i i 21d / 185 y1
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~ 94' r. ~ i r ~ ss
~ ~ ~ , 284 1 / i X41 a t ~ 284 / i ~ ~ 1 1~2 ~ ~
- ~ wiD uAr~s A ~ I , 0 2 238 ~ 2 7 / ~ ~ ~ t 181 ~ 238 239 ~ ~ ~ , !83
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ALL PUBLIC PACIlflta4, DICLUDtNC U1'I11T(ES, SmL~ALKS, ~
~ _i lv 1 AND HANDICAP RAI[PS ARF TO BE CONSTRUCTED ON AlL ~ I ~ STREE'T'S A9 SPECff[ED BY TO>~1 STANDARDS. THLSE ~
F ~ FACIl1'f~S HAVE BEEN APPROVED BY 'THE 1'O1PN OF 'IAI~ JUL 13 2004 w
j) \ Vl / AJ 1 . FOREST AND SHAH. BE SO 1N57ALLED UNLESS A CHANGE 1S AppROVtfi AY THE TO'rPl OP 11AI~ tORFSf.
RLV1Etr EMGDI®t DI9CLA1>mt W
EXX]{ClJ?ION Ot TH4~ CONSTRUCTION PLAT BY THE ~
REVIE1f ENGINEER TOR THL TOTil1 OF HAKE FOREST IN NO ~
XAY LIYTI'9 THE RESPON3tBQtf1' OF THE O11NER AND ENGINEER OP RECORD >t1TF! Rt!GARD TO C01(PIIANCE 1P1TH
AIL FEDERAL. STATE, AND LOCAL STANDARDS AND/OR ~ ~L
CONDITIONS ~ TNESE PLANS HAVE GLEN APPROVED FOR CONSTRUCTION ,,,~p~iunq~~~q/ Q a
8Y THE TO11N OF RAKE FOREST. O~q C6R11Tr1CATL 0'~ ~ CARD Q
Q-; ti• ORNtR HEREBY ClZRT~P~ AND ACREBS TO TAKE ; F~SSfO,~ • ; y ; E-~
Public forks and Utilities Date ACTION AS YAY 13E ttEQUIRED BY THE TOIIN OF HAKE 9~ O
FOR&4[ TO CORRECT AND ~iRORS, OY13310N9 OR NON- : a SEAL E., Q
cOMPUANCE WITH TOWN STANDARDS AND/OR CONDMONS GRAPHIC SCALE 13371 ~ to U
Engineering Department Date DESCRIBED IN TIUS CONSTRUCTION PLAT, INCLUDING RE- F SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT NCI NEB s"E ET
9~ 0~ q WITH THE APPROPRIATE CORRECTIONS AND/OR REVISIONS. I GO 0 50 100 200
~N E~ o`~ 3 Fire Prevention Date p,++ R. K,~~~. 4+n+n++ ;,r
} f~ p
Administrator Date Owner Date IN FEET 1 U Subdivision 7~~ji 1 inch = 100 ft

_ . ny., , . ,
e
roe No.
75070
OE516N
PIPE DATA PIPE DATA CONTINUED INLET DATA BASIN SCHEDULE ARK INLET DATA CONTINUED SEDIMENT DRAWN
PIPE Oro FROM 0 fo TOTAL DW. LENGTH SLOPE CAPACITY PIPE Oto FROM 0 rn TOTAL DW. LENGTN SLOPE CAPACITY INLET DRAINAGE 0 INTO INVERT INVERT 'RT INVERT INLET DRAINAGE Q10JNT0 1NVERl INVERT TRIBUTARY TOTAL 6AS1N SIZ£ STORAGE WEIR MAT
No. FROM TO 4yLEJ (CFS) 1N PIPE (IN.) (f'E7:7 (X) (CFS) No. FROM TO INLET CFS) IN PIPE (IN.) (FEET (X) Cf~) No, T11~E STAnON A~q AC. I19LET IN OUT ( ( ( ) J OUT No. TYPE STATION INLET !N OUT BASIN N0. DIST. AREA D.A. (AC.) L W pEppy • UFE LENGTH COMMENTS CHECKED
P-1 A B 1.6 J5.5 30 74,74 1.00 41.r P-16 Z SS 0.8 J2.3 24 141.50 2.03 J2.J A Y.1. REAR LOTS 8 9 0.40 ' 1.6 378.74 378.50 P-2 e c s.4 40.9 JO 18264 3.39 75.8 P-?7 ss Sl. xx J.6 35.9 24 r7o.80 sso s7e 8 L C.1 L/TCH80R000w7 WAY STA. 37+34,64 LT 1.35 5.3 368.10 J68.00 .74 378.50 AA C.l. LITCHBOROUGH WAY STA, 13+62.19 RT 0.80 3.2 - 378,70 SB-6 1.06 9.6 144' 40' 4' 1 YEAR 22' arsr. ~sW ~ ~ aEVSm ARK
P-J C D 1.7 1.7 15 25.00 o.so 4.s P-28 M BB 3.2 3.2 1s 2s.on 0.50 4,6 C C.l. RIDGEMOUNT SL STA. 33+94.J3 RT 0.34 1.7 - 374.00 .10 J68.00 BB C.l. LlTCH80ROUGH WAY SlA. 13+62.19 LL O.J9 20 38.67 378,57 SB- r0 i, r9 10.3 118 27' 4' 1 YEAR 25' arsr. BISIN 1t7 Bf' REUSED scarf • 374,00 CC Gl. LITCH80ROllGH WAY STA. 16+53.11 RT. 1.03 4.1 - 369.70 SB-1t r.87 7.9 100' 48' 4' 1 YEAR 20' arse a1siN ro eE REND 1" = 100
:88 J73:78 DD C.l. UTCHBOROUGH WAY STA, 16+53. f i LL 0.23 1.2 369.51 369,47 SB-16 1.30 9.7 t00' S9' 4' 1 YEAR 25' FaE
o P-4 0 E 1.6 3.J 15 45.96 366 i1.4 P-19 88 FES 2,0 5.7 15 /1?.00 4.5J 138 D C.l. RIDGEMOUNT ST. STA. 33+91,3J LT. 0.31 1.6 7,388 J7J,78 i P-5 E F J.0 6.3 15 25.00 0.50 1.6 P-JO CC DO 1.1 4. i 15 ?5,00 0.50 1.6 E C.I. LITCHBOROUGH WAY STA 35+41.70 RT. 0.75 3.0 371.1 p J72.00 . f0 JI2.00 £E C.I. LCTCHBOROUGH WAY STA. 18+89.63 RT. 0.80 3.2 - 362.00 SB-17 0.94 2.4 59' 25' 4' 1 YEAR f0' NHP78-EC2
~ P-6 F C 0.5 6.8 15 f93.43 5.06 14.6 P-JI OD GG 1.1 5.3 15 172.59 4.04 1J.0 F CJ. LITCNBOROUGH WAY STA, 35+41.70 U. 0,10 0.5 371.88 371,78 .88 371,78 FF C.I. UTCH80ROUGH WAY STA. 19+50.12 LT, 0.?1 1,1 J60.10 360.00 SB- r8 0.72 3.2 65' 30' 4' 1 YEAR 10'
P-7 C H 5.1 52.8 J6 44.28 0.62 51.8 P-31 EE FF 3.2 J.? 15 66.J1 2.87 11.0 P-2 361. G C.1. RIDGfMOUNT ST. STA. 36+36.54 RT. i.27 5.1 J61.70 ~ P-8 N 1 3.9 56.7 36 15.00 0.72 56.7 P-J3 FF W 1.1 4.3 15 iJ200 0.50 4.6 P-6 362. 161. T .7 -31 361.5 358.80 SB- r9 0.67 1,4 43' ?0' 4' 1 YEAR 10'
= P-9 1 FES 1.7 57.9 J6 64.00 0.75 51.9 P-34 W FES 0 4.3 15 64.OD 0.50 <.6 H C.I. RIDGEAfOUNT ST. STA. 36+80.82 RL 0.97 J.9 381.4) J61.J3 162 J61.70 GG C.I. LOCKHURST STIPEET STA. 17+29.77 R . 0 0 2,8 _35 J589 SB-?0 r,07 1.1 36' 18' 4' 1 YEAR 10' .4J J61.J3 HH C.1. LOCKHURST STREET SSA. 17+29.77 LT O.J3 1.7 J58.30 358.20 S8-2r 0.76 1.8 48' 13' 4' 1 YEAR f0'
P-10 J K 4.1 1,1 15 ?6.49 1.31 8.0 P-,?5 FES CC iJ 93.6 54 9s.00 1 s7 2s4,e 1 C.L RIDGEMDUNT ST STA. J6+80,82 tT 0.23 1.2 J61.J5 J61.05 . JS J61.05 I! C.I. DODFORD COURT STA. 14+28.53 LT 1.01 4.0 - 357.80 SB-?2 0.?0 0,2 i2' 10' 4 1 YEAR 10'
P-11 K L 0.6 4.7 15 187.5) 373 r2.5 P-36 GG M4 2.8 101.70 60 25.00 ?.00 J69.J J C.I. UTCHBOROUGH WAY STA. 32+35.50 Rl. 1.03 4.1 - J68.50 • J68.50 E7fIST. RT TA. 14+ RL 0.63 J.2 'u7~ SB-?J 0.16 0.2 10' 10 4' 1 YEAR 10'
P-12 1 RR 4.1 8.8 15 120.00 5.75 15.5 P-J7 HH FES 93.6 103.4 60 170.00 1.00 ?61.1 K C.l. LITCHBOROUGN WAY STA. 32+26.74 LL 0.11 0.6 368.10 36700 .10 36700 `U C,I, DODFORD COU S 28.53 -61 356. J55 90 S8-?4 0.59 1.5 44' 2 t' 4' 1 YEAR 10'
P- iJ M N 5.6 5.6 15 89.12 3.25 11.7 P-38 n d1 4.0 4.0 15 ?5.00 0.50 4.6 L C.l, CONAWAY COURT STA. 1 +95.34 1, OJ 4.1 360.00 J59.90 P-14 N 0 4.0 9.6 18 25.00 1.00 10.5 P-39 r~ Ff5 3.2 42.4 3o r2a.00 1.06 42.4 M C.L CITCH80ROUGH WAY STA. 29+79.3? RT. 1,J9 5.6 - J50.00 .00 J59.90 KK C.I. DODFORD COURT STA. 15+57,27 0.70 2.8 J57.40 357.30 S8-?S 0. r6 1.0 J5' 17' 4' 1 YEAR f0'
P-15 o FES 2.0 11.8 1s 96.00 1.21 11.6 P-40 PP 00 3.2 3.2 rs 67.90 7.95 11.1 N BL C,! UTCNBOROUGN WAY STA. 28+83.34 LT 0.99 4.0 347.10 J47.00 • J50.00 LL C.i. SHIREFfALC PARK UNE STA. 15+01.56 LT 0.21 1.1 - J49.40 TOTAL DISTRUBED AREA ~ 11.7 AC. :10 J47.00 MM CJ. 5H1REli1Li PARK PANE STA. 15+01.56 RT. 0.17 0.9 349.28 349.18
P-16 P 0 0.5 0.5 15 26.57 0.50 4.60 P-41 00 xx 9.0 12.7 t8 133.00 707 78.0 0 C.I. LlTCHBORDUGW WAY STA. 28+8J.J4 RT, 0.39 ?.0 346,75 J46.65 ,75 J46.65 NN C.I. JONES FARM RQ4D STA 33+04.98 LT 0.01 0.1 J48.30 348.20
P-17 0 S 3.4 J.9 IS JOJ.?0 6.09 16.0 P-1? LL AAI 1,1 1.1 t5 ?5.00 0.50 4.6 p C.I. CLAPTON OR11/E STA. 16+48.21 RT. 0.09 0.5 386,00 J85.90 LEGEND .00 J85.90 00 GI. JONES FARM RQ~D STA. 31+66.15 LT. 0.51 2.1 - 344.00
P-!8 R S J.9 3.9 15 28.88 3.81 12.6 P-43 Mir NN 0.9 2.0 15 45.99 1.9r 9,0 0 CJ. CUPTON DRNE STA. 16+57.26 LL 0.86 3.4 385.77 385.67 .77 385.67 PP C.l. 5HIREHALL PARK iANE STA. 10+05.24 0.80 J.2 - J43.50
P-19 S u 4.2 r2.o is 305.28 s.n 2s.J P-44 nrv 00 0.1 2.1 15 1J8.8J 2.45 10.1 R C.l. CL4PTON DRIVE STA. 13+65.78 RT, 0.98 J,9 - 368.30 P-20 V W 2.5 ?.5 15 142.97 1.59 10. ~ P-45 DO EX15T W ?.1 4.? 15 225.98 4.7J 14.1 -17 367. • 368.30 OQ C. SHIREHA(.L PARK LANE STA. 9+20.32 2.15 9.0 341.50 341.40 ~ A CURB INLET
P-21 W r 2.6 5.1 15 45.96 0.6? 5.1 P-46 Tr vu 4.5 4.5 1s 74.42 2.2e s.e S C.I. CLAPTON DRIVE STA. 13+51.33 LT 1.04 4.2 P-18 367 J67.10 367. J67.10 RR Y.I. 0 0 353.10 J53.00 P_1 367. SS Y.I. 0.90 3.6 J42.21 342. r 1 STORM DRAIN h
P-22 T U J.1 8.8 }8 25.00 0.10 8.8 P-41 UU F£S ?.4 6.9 15 96.00 7.29 9.8 T C.l. CLAPTON DRNE STA. STA. 10+45 RT 0.93 3.1 350.61 350.51 1.61 J50.51 TT C.l. SHIREHALL PARK UNE 21+02,26 1.1? 4.5 - 328.00 ~
P-23 U X J.4 21.? 24 7327 ?.46 35.5 P-48 RA FE3' 0 8.8 15 16.00 1.85 8.8 p_ i9 ,fig, 349. UU C. SHIREHALL PARK WYE 19+IJ:69 0.48 ?.4 326.30 326.20 ~ FLARED-END-SECTION ~ J49.40 ~
P-24 X I 2.0 26.2 24 70.00 1.3.I 26.7 P-60 fXfST. KI( 3.7 36,4 30 138.05 4.85 90,6 U C.1. CLAPTON DRIVE STA. STA. f0+45 LT. 0.86 3.4 P_?2 350 J49.40 350. W J.B. 0 0 359.34 J59.24 ~
P-25 Y Z 5.3 S J 15 15.00 1.00 6.5 P-61 ~ . £X157. JJ 2.8 J9.2 JO 129.54 1,00 41,1 V GL LITCNBOROUCH WAY STA. 21+58.07 RT 0.62 1.5 - 354.70 P-62 ~ YY 1.6 35.5 30 136.58 6.99 108.8 W C.l. UTCHBOROUGH WAY STA. 23+07.77 RT 0.66 1.6 351.00 350.90 • 354.70 TEMPORARY DIVERSION DITCH
X CJ. LlTCH80ROUGH WAY STA. 24+10.69 LT 0.40 2.0 34760 347,50 .00 350.90 -?7 3J 1. ~ '.60 347,50 ~ Y.I. CLAPTON ORNE STA. 22+47.17 LT. 1.60 6.4 P-41 332 330.21 -~-T=r= SILT FENCE
Y L C.1 LITCNBOROUCH WAY STA. 24+80.69 RT. 1.32 5.3 - J47.80 • J47.80 YY C.1. LITCHBOROUGH WAY STA. 38+66.95 0.03 0.10 368.95 368.85
Z CJ, LITCHBOROUGH WAY STA. 24+80.69 LT 0. i6 0.8 P-?4 346.5 345.10 4 . SB-1 3 65 345.10 SEDIMENT BASIN
P-25 347. 347.
VELOCITY DISSIPATOR DATA ~ SILT FENCE INLET PROTECTION SIPAT R SIZE
Vro EXIT D1S 0 PIPE N0. (FPS) W DEPTH CUSS D~ ~ N
P-9 8.2 24 9 22" B s' GRAVEL CONSTRUCTION
P-15 6.6 PREFORMED SCOUR HOLE t8 B 6" ENTRANCE PAD ~
P-29 10.4 PREFORMED SCOUR HOLE 157 B 6' ~
254 P-34 4,2 PREFORMED SCOUR HOLE 15" B s" - ~ - ~ - ~ - OMITS OF DISTURBANCE W t`
1 ,ZbS . T E E H zs P-J7 12.4 45' 14' 30 r 13" - W ~ f5' 8' 2?' B 6' ~ z ~ P-J9 8.6
5 E I~ uurts o 1 E S E • T iN DISnJR CE P-47 9.0 PREFORMED SCOUR HOLE B 6" ~ ^
1?~ K TC ~ I 257 ~ N ~ IO IuIA T ~ UA m~.) _I z ~ P-48 7.2 PREFORMED SCOUR HOLE B 6" W
IN s3 T N W ( ~ 1 258
OR ! a e - , • F . ti T INLET PR TECTfON ,21rj9 t 3 ~ C D ON ~ 280 $ $ ~ 1 I ~ 7•
p~ ~ 0 r cf, (TYP. ~ - ' ~ ~ ~r ~ 283 I ~ 1 ~ E-+
' 283 a ` ~ ~ ~I 1 ~ ~ ,~5 +1 76
~ ~4Y ~ r' ~ ~ zsz I s y ~ \ ~ ~ ~
' / ~ ~ I . v 2e1~ Y W r zso 1 ~ z . ~ - ~ _ Z ' ACE
1 ~~LIMITS, / B 5' O / ~ MENT~ ~ - ~ U y+ V A -
S8.T7 E1p ' / ~ ~ J Sf ALK ~ i # / 97 1. 266 ~79 ~ ~ x 266 _ - / i y ~ ~
/ slLr FENCE ' ' ~ , ~ - ~ ` / ( N US~'~ R1PA IAN BUFFER / ,•tt,~, \ ~ . ~ 173 ~ ~ - _ i ~ ~ ~ ll ~ ~ - / , ~ ~ ~ - U
~ ~ u of FILL LOTS 39, 99, 123, AND 124, PLACE FILL IN \ ( ~ I ~ • •I Li OF - ~ ~ , _ _ J ~ _
IA W1TN N 1 IN REQUIREMENTS. ~ ~ 98 \ - ,,'f' 26T~STU COMPL NCE C BU LD G CODE ~ , 0~ _ ~ ~ a ~ , ~ (TYP.) s7~sru = ~ ~ ~ z78 I ~ ,
~ ` ; F. DUR HOLE ~22 _ . :~j - ,~,QT MIN. F.F.E. y ~ ~ tEMPORARY - 74 MVERSOAr - ~
1, 1 i- ~ +<ti(EGS RIPARIAN- OFFER ~ DITCFT - ~ W
39 366.0 - 89# ~ KWi11ER ~ ~ ~ , `,t~ ` G.? , 12 , ~ 289 288 ~ , - - - r ~
99 366.0 - - -22 ~ ~ ~ 77 277 j i 173 i I
V ~ 'rr: ~ ~ - . 29'1 123 368.0 ~ ~ ~ ~ ~ '--SGrouR OLE ~ ~ ~ ~ /
t ~ ~ ~ i ~
124 368.0 W ~ ~*~,t : ~'`~~x ~ ` ~ 1 3 - / ' 177 ~ o,-
o : ; ,r~ 1 SB-~5 / ~ ~ ~ - o ~ ~ ldt' . Y w a T , ~ ~ 39*~ 1-~-~ _ , • >>I~Arr!ae~tmtmss tiVC' ' ` NID/N YMRrET ~ ~ ~ EJIOS?7NC ELEMENTAR}' SCHOOL
~ . 124 ~ , cor ` I . feso z9.sz Lpp ~ 171, WAKE COUNTY PUBLIC SCHOOLS. ,
2 h 7 ~ ~L` ~ ~ ~ ~ . , ~ 1 / ~2 • ~ ant ~r;R~s am ~arES A r ~ 1-1 ,
~ ~ ~ ' j -100 ~ ~ > 1-1 101 _ 13TH K=~~c~.a~ 1-1 ~ ~ 1 ~ ~ ~ ~ ' K~i>w.a~~ ~ 17 ~ \ ~
S 1OZ - - ~ 11, 125 , ~8 ~ ~ rv O I ~ ~ ' METE - DO NOr D ~ ~ / ' w , - / I , ! ~
~ 103 ~ ~ K --ice itlP ?0' Pueuc ~ roE>MU 1 ~ 138 EsM'r a ~ ~ j ! J i
I ~ / ~ E~.517NC ' ~ t
l69 / - I ~ ~
0 ---•r- ! 128 J. WREN ACE ? ~ 104 ~ i / 138 ~ ~c ~ , ~ 1 I i I
0 / i ~ - ~ . / 0 ~ . 20' dCCESS ~ Jp•
~ ~ / . , \ ~ 188 , ~ i ~ EASEMENT y57 1 6 ~
ti ~ ~ ' 127 / -27~ i ~ , ~ ~ ~ ~ ~ / i ~ ~
f ~ i ~ ~ i ~ ~ ~ LI OF ~ ~ ~ ~ / ~ ~ / ~ ~ i` ~ ~
~ ~T I DIS R6ANCE 1 / X75 ~ ~ / i ~ 1'35 ~ , / ~ ,
~ U ~ 128 ~ roe p ~ ? j / / - ~ ~ 167 ~'t?' 55
~ 15 ~ 1 ~ ~ ~ ~ 274 ~ w 1 _ ti
/ ~ ~ 114 ~ ~ - / ' 158 t E ~ ~
Q ~ 4 O 1 ! t13 \ 13 / Yom- \ r I 1 i29`., , ~ ~ 9 ~ ~ o ~
x~ i ~ ~ - ~ ~ ~ ~ ~
~ ~ ~Q ~ ~ 1'd0 133 , ~ 154 ~ F.,
i ~o Pu ~ 118 /t ~ Ul ~ ~ i BLIC•'DRAII~GE ES , / : . \ ,ti ' ('3 ~ 159 JUL 13 2004 ~0 ~ ~
wlorH CARIES r / 1 ~ R ~ 132 . ~ ~ 165 ~
~ . ' pd~1y,GE . , \ ~ ~ 4 n ~ SAN,.I ~ / 18 I i4 ! I 1
- ~ , , 7 ~ \ 161 - / ~ ~ 160- 1 153 ~ ~ ~ Q', ~
07~ - - .~E / / i ~3" ~ 183 ~,OR~ % / , X31 ~ 162 ~ i ~ 163 ~ ~ ~ W
- - Pu - Sa'r< sTaucnoN ~ ~ O - ~ ~ I O
~ E- PA0 I ~ - 111 i ~ ~ / ~ ~
~ , l ~ ~ ~ 118r ~ / 108 / ~ ~ DRNNACE E3MT J r _ 152 ~ ~ AIL PUBLIC FACII!'RFS, INCLUDING UTQIT~S, SIDE1fALI(S, ~ Y _ tt nn WA _ 1r4/ ~ ~ ~ AND HANDICAP RAMS ARE TO BE CONSTRUCTID ON ALL W
- ~ i V i TEMPOR DNERSON ~ 4 / \ ~ WIDTH VARJES ` N89:70'~1'f 5~ ! ~ / F , r ~ J STREETS AS SPECIFIED BY TURN STANDARDS. THESE ~4' I
D1rcH ~ , / ~ 143 io9 0 ~ / Nd9'JO'11'E 683.75' 119 / - ~ ~ : 1 s„~ ~ r ~r_, I i FACiI1TIES HAVE BEEN APPROVED BY THE TOIIN of IfAKE I ( ~ 90 INSTALLED UNLESS A CHANGE ~ ~ FORESf AND SHALL BE
fOJ 73' - - - - ?05.01' N81fl5 i ' ~ I t09 / ' / / - ~ 1 f 5. 9lY+a, ` , / ~ ~ / 7~ - ~ - ~ SP i BY TIC To11N OF eAi~ FORES'T'. IS APPROVED
- - - Nss7s'se'w sav+s'oz'w Nan92~•w ~ 110 / ? ~ " ~ ~ ~ t , C # , I REV~II ENGQ~ER DL9CIADIBR
~ , u. ~ ~ _ ~ , ; - y4 LY JR. I A ~ I~ A, A VERETTE I ' Puewc ~ ~ 1 . ~ R
CHALKS ROAD - NCSR Iy2054 60 R/W a~,~ ~ , . ` ` 120 / - _ _ ~ ~ r / / ~ , EMENT RFF„' . , ~ ` , ~ , ~ Q nu tie-r gXLCCU'I'fON OF THIS CON3fRUCTION PLAT BY THE F ~ ~ i ~ ~ ~ ~ ~ ~ J REVD:11 ENGINEER FOR THE TO11N OF IIAI~ FOREST IN NO
~ / i / ~ ".:I` ~ : ' ~ IIAY Lt1GT9 THE RESPONSIBiIITY OF THE O11NER AND t t .
/ / / 145 ~ ~ / f21 ~ 1r49 150 ~ ~ ' ~ • ENGINEER OF RECORD 111TH REGARD TO COIiPLIANCE 1?Cl'H `148 ' / ~ ~ ~ ~ ° ' ~ ~ t ALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR O
, ~ ~ / i ~ 142. 148 ~ 147 I - - ° 146 i ~ l ~ ~ . ~ \ ~ CONDITIONS. 1 _ ~ ~
~ ~ 141 i J9,~.W roee.or'~, , ~ ~ ~ O11N13It CERTIFICATB O
; : ~ 1~l0 ~ - - ~ ~ ~ , ` ~ ~ Q;
~ ~ , ~ ~ ~ ~ ~ OIINER HEREBY CERT1}'IES AND AGREES TO TAIL SUCH ACTION AS YAY BE REQUIRED BY THE TO11N OF 1fAiG;
PERMANENT ~ ~ i 284 \ ~ RRECT AND ERRORS, 01~4310NS OR NON- FOREST TO CO
OPEN SPACE 5' R/W RESERVAn ti Hn~ srl~os rxcwo~ar ~ 019 AC ~ COMPLIANCE IITTH TONN STANDARDS AND/OR CONDITIONS
SfE NOfE 11 ~ 9 ~ ~ \ IS DESCRIBED 1N THIS CONSTRUCTION PLAT, INCLUDING RE- WILLIE E. HARK SUBMISSION OR RE-EXECUTION OF' THIS CONSTRUCTION PLAT W
~ ~ M159 k CLpRENE NIGH ~ ~ 282 \ J. C ;NE NIGH ~ ~,1re-s~ 111TH 'ft{E APPROPRUTE CORRECI10N3 AND/OR REVISIONS. O
R-30 ~ Z
`dam ~ -30 R ~ \ ~ O,R,~ Dnte ~ ~
~ ~
~ G~ ~ 1 ~ 4 \ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION `p~~~unnq~~~, Q ,.a
G PF,RAfANENT ,~',~p BY THE TO11N OF 1fA1~ FOREST, CARD O
OPEN SPACE oa ~c R
~F !+Otf r1 Public Yorke end Utilities Dete ; : 0~ N ~ • a~ 9(~ O
_ i `;FAT _ n
GRAPHIC SCALE 13371 CJj U
Engineering Department Date
NGINF~ `HEFT 100 0 50 100 200 .
Fire Prevention Date qN R. KE
( IN FEET ) p Subdivision Administrator Date 18
1 inch = 100 ft 71110+-
1