20051397 Ver 1_Complete File_20050817

O?0? W AT F9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
July 17, 2006
DWQ EXP No. 05-1397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bryan Perry
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Flat River Estates Subdivision
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Mr. Perry:
On August 17, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification to construct the
proposed subdivision. Within the Water Quality Certification that you received, there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction on your subdivision, you are required to notify this office in
writing by July 26, 2006. If you do not notify this office in writing and construction has started, you are in violation
of the Water Quality Certification Rules as required by 15A NCAC 21-1.0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Regulations for projects issued within the Express Review Program. Please call Lia Myott at [phone] if you
have any questions regarding this matter.
Sincerely,
4-
C di Karoly,
401 Oversight/Express Review Permitting Unit
CBK/1em
cc: Mr. Sean Clark, S&EC Inc., 11010 Raven Ridge Road, Raleigh NC 27614
USACE, Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051397FIatRiverEstSD(Person)EXP+NOT
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state. nc us/ncwetlands
till Carolina
wily
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
WATF9
P

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 17, 2005
DWQ EXP # 05-1397
Person County
Perry + Davis Developers
Attn: Mr. Bryan Perry
2213 Ellis Chapel Road
Bahama, NC 27503
Subject Property: Flat River Estates Subdivision
UT to South Flat River [27-3-3, WS-III NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions-EXPRESS
REVIEW PROGRAM
Dear Mr. Perry:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 109 linear feet of streams; 4789 square feet Zone 1; and
3288 square feet Zone 2 (total of 8,077 ft2) of protected riparian buffers to construct the
infrastructure necessary to support future development at the above-referenced site, as described
within your application dated July 21, 2005 and received by the N.C. Division of Water Quality
(the "Division") on July 27, 2005. After reviewing your application and the additional
information received on August 8, 15, and 17, 2005, we have decided that these impacts are
covered by General Water Quality Certification Number 3402 (GC3402). This General
Certification allows you to use Nationwide Permit 39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 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. Finally, 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 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 Water Quality Certification and any additional conditions listed
below.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet htta://h2o.enr.state.nc.us/ncwetlands
One
N Carolina
wady
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Flat River Estates Subdivision
Page 2 of 5
August 17, 2005
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 are met. No other impacts are approved including
incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Neuse Buffer Zone 1 4789 (square feet PCN
Neuse Buffer Zone 2 3288 (square feet PCN
Stream 109 linear feet PCN
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design
Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
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 comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution
Control Act.
3. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance with GC 3402.
Flat River Estates Subdivision
Page 3 of 5
August 17, 2005
4. Diffuse Flow Measures
All stormwater runoff on this project shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0233(5).
In an effort to comply with the diffuse flow provision of the Buffer Rule [ 15A NCAC
02B .0233(5)], you have provided the Division with corrected level spreader designs
received by the Division on August 15 and 17, 2005. The Division believes that if
implemented, as per these plans, diffuse flow will be achieved. However, if diffuse flow
as per 15A NCAC 02B .0233(5) is not achieved, then the Division shall be notified and
corrective actions to restore diffuse flow shall be taken if necessary to impede the
formation of erosion gullies. At no time shall stormwater from the proposed
development be piped directly through the buffer without prior written authorization from
the Division.
The structural stormwater practices as approved by the Division as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Stormwater easements shall be recorded for a distance of at least 10 feet on each side of
all stormwater conveyances and on all lots containing these structures including future
access for maintenance. The stormwater easements shall allow for the ability to maintain
the structures, perform corrective actions as described above and shall provide protection
of the structures from potential alternations by future property owners.
5. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://`h2o.enr.state.ne.uslsu/Forms Documents.htm.
6 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.
Flat River Estates Subdivision
Page 4 of 5
August 17, 2005
7. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within two (2) months of the date that the Division of Land Resources has released the
project.
8. Water Quality Certification(s)
The proposed project must comply with all the conditions of general Water Quality
Certification (GC) 3404.
9. No Impacts to Zone 1
No impacts shall occur to Zone 1 of the protected riparian buffers (except for uses and
activities designated as "exempt" within 15A NCAC 02B .023 3), unless otherwise
approved by the Division.
10. 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.
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
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 Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This Certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.

Flat River Estates Subdivision
Page 5 of 5
August 17, 2005
This letter completes the review of the Division of Water Quality under §401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or Cynthia F.
Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
AWK/cbk/cvdw
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sincerely,
ar4d
-
Alan W. imek, P.E., Director
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 0501397F1atRiverEstates (Person)EXP+401NBR
SENDING CONFIRMATION
DATE AUG-17-2005 WED 15:31
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 1313
START TIME : AUG-17 15:26
ELAPSED TIME : 05118"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
?QF \'tATFR saws r. e..ror. c>~a.s
Q ?G Wiilum G. Ras:,.. Ssa"
y Na1C C-b. VSpa- MBSrianmemaad NAW Ree -
p Y Aln W.IOlnek P.C. Dineen
OiW,Yq eP Wa¢? Qa.Rld
EXPRESS PERMIT REVIEW PROGRAM
Divisions of Water Quality
Department of Environmental and Natural Resources
401 oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh. NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fa. 919-733-6893
Fax To: Aaron Cooper, S&EC Fax #. [phone]
Bryan Perry

Subject: Flat River Estates 919.773.9331
.172-c-, 5
Date: MY-27,2005
Number of pages including cover sheet: ?ZJ3
Notes or special instructions:
The onviral will be scut in the mail if you have questions olease call Omthia Van Der lyicle @ 919.71g;3473.
.010-00M i ew"s Rw W ftm w m UM
IM Nap 9-CaMnr, a inipA rr mamsn. z?srae0
2321 r.O tdW-d.s-T 'P.*v, HrT cxa 21aa/
Ph- t74r731J96 i r27.918-r.A6Ba7l lnbrct EmUR.2? cmnuip.ncyaMC.?aGnJa
jilala ?m?IH•
A,_q.10pp-%'IA?&O tO EmoCta-5D%R lI:WMex PotlCan 1P8"
SENDING CONFIRMATION
DATE AUG-17-2005 WED 15:25
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 1313
START TIME : AUG-17 15:21
ELAPSED TIME : 02'48"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
of va a rF9 A:kb?l>•. RAC,. w.?.?R
pa OG wac,mo.r >,.,.s
r?l? r W.ttC)?oMaIhpat0lWlOr FL"ifM.RlrRl llRtNnml R:vxvs+
? y
i1:.+n cm of K'a,u Qm61y
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversigbt/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Malling Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information! Phone #: [phone]
Fax #: [phone]
Fax To: Aaron Cooper, S&EC Fax #:[phone]
Bryan Perry 919.773.9331
A..,? -17 2-5
Subject: Flat River Estates Date: }ul 005
Number of pages including cover sheet: M3
Notes or special instructions:
The oiiainal will be sent in the mail. if rou h ave unsti ea. call Cinthia V q 919,715,3413,

40t OunnplA / C*Dw Peview PCrmllhg UM I'i?MCuo
19WW1iaMvl?t effllCl, P?Idpl?Ilanh Ami'?n. 2'63L I ./ Rhf7!!?
2 'C' oFie Bnlrvvtl. a?N 25a, Pekg?, Z%r-010Rp 2T601
P :119-Mf]% 1 FU BI4M-NM 1MW reCEUeI?Zawx e.nr?yo?weill
MG-'Qw<u111JAflkmt» A.b Empbyr-6 iMeJ ! ft P. ter -'q.
W A rF
O
,4pG Michael F. Easley, Governor

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

0 Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Aaron Cooper, S&EC
Bryan Perry
Subject: Flat River Estates
919-733-0203
919-733-6893
Fax #: [phone]
919.773.9331
2 O. 172?S
Date.y2i`, 005
Number of pages including cover sheet: 1.3
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele @ 919.715.3473.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/ncwetiands
Noy` Carolina
Xtuta!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Transmittal
STEWART-PROCTOR PX,LC.
ENGINEERING & SURYEYINp
319 CHAPANOKE. R 0,0
SUITE 106
RALEIGH, NC 27603
PHONE- (919) 779.185S
FAX. [phone]
Daze:
AUndon:
From:
No, of pagcs:
(lncluding this covcr)
Commcnt s):
-44LIO sl--

qU
G 1 7 2005
ANSVVA
?W ?
IVR
T% TAR/
R4NCH

G, T,?,f vi /J GD o
T v .t i rs . G GAD -1 N
GFfAC
o N? ?c O sH o EFLEG
Tcv G7-
A L L-
DOOF ,eE'A E2 /? LS o
T ?F CI??Gs , 2E
o N c
A o,/T v ,A)t, Cl.s a
Rcply rcqucstcd: Yes No
SL /
-/.0 v
TNAA.! K °/(3 ()-
i
i
o?0? waTE9QG
>
O 'C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 16, 2005
DWQ EXP No. 05-1397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry + Davis Developers
Attn: Mr. Bryan Perry
2213 Ellis Chapel Road
Bahama, NC 27503
Subject Property: Flat River Estates Subdivision
REQUEST FOR MORE INFORMATION EXPRESS REVIEW PROGRAM
Dear Mr. Perry:
On July 27, 2005, the Division of Water Quality (DWQ) received your application dated July 21,
2005 to impact 109 linear feet of streams and 8,077 square feet of protected riparian buffers to
construct the proposed Flat River Estates Subdivision. The DWQ requested additional
information on August 1, 2005 and received your consultant's response on August 8, 2005. The
Division sent a second letter dated August 9, 2005 and received a response on August 15, 2005.
Unfortunately, the DWQ has determined that the application is incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands 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.
Additional Information:
1. The DWQ noted on your previous submittal dated August 4, 2005 that your level spreaders
were too long (i.e., 200 feet and above; the absolute maximum length for level spreaders is
300 feet). Your submittal dated August 11, 2005 has decreased the length of the level
spreaders on the worksheets, however, the second page of the plans depict the same lengths
as the previous submittal. Furthermore, without any supporting calculations, it appears that
all parameters are unchanged: the drainage area, impervious surface area, and slope remain
the same. Please correct the construction plans to reflect the reduced level spreader lengths
and provide supporting information to document the reduction in discharge from the 10-
year storm (and thus the reduced level spreader length).
Please respond within three (3) days of the date of this letter by sending five (5) copies of the
above information in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect
401 oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
Na" Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Flat River Estates Subdivision
Page 2 of 2
August 16, 2005
review program for your project, then we may have to return your application and have it reviewed
through our regular 401 Water Quality Certification Program.
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 contact Cynthia Van Der Wiele, Ph.D. at
cynthia.vanderwiele(a),ncmail.net or [phone] or Cyndi Karoly at cyndi.karoly0mcmail.net
or [phone] if you have any questions or would like to set up a meeting to discuss this
matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Mike Stewart, P.E., Stewart-Proctor, PLLC, 319 Chapanoke Rd., Suite 106, Raleigh, NC
27603
Filename: 051397FtatRiverEstates (Person)EXP+WO
Flat River Estates S/D DWQ Exp # 05-1397
Subject: Flat River Estates S/D DWQ Exp # 05-1397
From: Laurie Dennison <laurie [e-mail]>
Date: Tue, 16 Aug 2005 15:44:07 -0400
To: [e-mail]
CC: laurie.j. [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: application/msword
051397 FlatRiverEstates(Person)EXP+hold3.doc
Content-Encoding: base64
1 of 1 8/16/2005 3:44 PM
SENDING CONFIRMATION
DATE AUG-16-2005 TUE 13:40
NAME DW¢WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : AUG-16 13:37
ELAPSED TIME : 0211211
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
F ?UA7F .'-1 P. -17. G-
q
?
?G n Rn.
n
w
m
t` '

y r ,
_
,
.,.
N.M Cavty Dcp.rmmv dem1rtmrnl.4rb 1R-
Y

t ALn w. ICVWWV.r.E. Di-of
Di.bion a-QuHry
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 OversigbUExpress Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Moiling Address: 1650 Mail Scrvicc Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Aaron Cooper, S&EC Fax #: [phone]
Bryan Perry 919.773.9331
1O.S. 1(o
Subject: Flat River Estates Dale: July". 2005
Number of pages including cover sheet: ?T 3
Notes or special instructions:
The Qtiginal will be vent in the mail Tf you h ave Questions Diease call Cynthia Van Per Wiele O 919.715.3473_
r?x mn?.l
.d rsw..z? Swim Cam .N CW ??aWialy
2VI(> m 3-1111. 3412% F.W 4]C?•/9M
7 .e: 71111 g 6%31.Npm C>.iW s7ax
Pn=P: 9ip.'3}1FA%P1Td46B5311?1pn,ytlmm'/.T:g ery.clatc oc m? tvnJt
M EQ,f 0ppo9unltlM All=Emp"'-9?RBCy[pf^p C=.n -par
SENDING CONFIRMATION
DATE AUG-16-2005 TUE 13:37
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : AUG-16 13:35
ELAPSED TIME : 01'46"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
F W A 7'p9 MiceaA F. Faslry. Gnimw
? Wlllh
L. Xaprn
g ? 1 e N.
N„n. c nD,. awe f >;..?;+wr<.1® w?.l rtrr..r-
y
O ?

Dirs4r
Alop W. xlanek P.E.
Oivtsim ct W ataQUplily
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 7vlail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Aaron Cooper, S&EC Fax #: [phone]
Bryan Perry 919.773.9331
4.3, f(b
Subject: Flat River Estates Date: 005
Number of pages including cover sheet: 1:r- 3
Notes or special instructions:
The original will be sent in the mail. If You h ave aucstions ylca call C bynthia Van Det W iele U 919.7 t53473.
?uJur7ly
401Oven 11 E.-I A.-P. MrJ Unq C d
wl.yn rbm m zT6PP+aso
1650 A .. 'g
2VI C .
PIeY: 0 110114 73r tPN(D1A ]J3-B89alMrrelnm;mxg[ms
0 Im Teppr "A ATmr.rv• Agpn Emp"-50%Ren'de4 MWAepy 1PWr
Y
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
EXPRESS REVIEW
Division of Water Quality
Express Review Permitting Unit
Attn: Cynthia Van Der Wiele
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's August 9, 2005 request for additional information
Flat River Estates Subdivision
Person County, North Carolina
Dear Ms. Van Der Wiele:
. August 11, 2005
S&EC Project # 9746.W1
DWQ EXP No. 05-397
This letter is in response to your letter dated August 9, 2005 (copy attached), which requested additional information for the proposed
Flat River Estates Subdivision. Please note that the client's address has changed to:
Perry and Davis Developers (Attn: Bryan Perry) "
2213 Ellis Chapel Road
Bahama, NC 27503
Additional Information
1. The absolute maximum length for level spreaders is 300 feet. Level spreader 94 is over 300 feet in length while three
others exceed 200 feet in length. Please increase the number of drainage points in order to decrease the lengths of the
level spreaders.
Please see attached maps and level spreader worksheets.
Please call if you have any questions or require further explanation.
Sincerely,
Aaron Cooper
Attachments: 1) DWQ letter dated August 9, 2005
2) 5 copies of Site Plan with 1:50 detail sheets
3) 5 copies of Level Spreader Worksheets
D ?6R,
U?HR zoos
4? srrE?'Q??cl
°?+wA?RBry
?H
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Llawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone].
`-RUG-9 2005 12:47 FROM:DWQ-WETLANDS 9197336893 TO:98469467 P:2/3
OF W A T'F
O ROG Michael F. Easley, Goymmor
T: Williarp G. Rms Jr., Secretary
North CaTolioa Department of Envirotuneni and Natural Re.w. a Ces
Alan W. Klimek, P.E. Director
bivisioa of Water Quality
August 9, 2005
DWQ EXP No. 05-1397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Development Company
Attn: Mr. Brian Perry
5600 Rock Service Station
Raleigh, NC 27603
Subject Property: Flat River Estates Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW pROGRAM
Dear Mr, Perry:
On July 27, 2005, the Division of Water Quality (DWQ) received your application dated July 21,
2005 to impact 109 linear feet of streams and 8,077 square feet of protected riparian buffers to
construct the proposed Flat River Estates Subdivision. The DWQ requested additional
information on August 1, 2005 and received your consultant's response on August 8, 2005.
Unfortunately, the DWQ has determined that the application is incomplete and/or provided
inaccurate information as discussed below. The DWQ will, require additional information in
order to process your application to impact protected wetlands 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 NCA,C 2H.0506 and will place this project
on hold as incomplete until we receive this additional information.
Additional Information:
1. The absolute maximum length for level spreaders is 300 feet. Level spreeader #4 is over
300 feet in length while three others exceed 200 feet in length. Please increase the number
of drainage points in order to decrease the lengths of the level spreaders. DWQ level
spreader guidance is located at: httv:/ b2o.enr.state.nc.us/ncwetlands/levcl.vdf.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the
above information in writing. 77ie Express Review Program is a process that requires all parties
to participate in a timely ;'?canner. If the DWQ feels the Express Review Program is the incorrect
review program for your project, their we may have to return your application and have it reviewed
through our regular 401 Water Quality Certification. Program.
dO1 ovor::Sght / Egos, Review Permitting Unit NQPI h Camlina
1650 Mail Sen4m Center, Raleigh, North Carolina 27699-1950 dVlll`AP12(/t,
2321 Crabtree Boulevard, Suite 250. Raleigh, North Carolina 276M
Phone: [phone] / FAX 919-733-IM23 / Intemet hito:IM2o?enr_.state.no.us/ricwetlands
An Equal OPPortunlVAMrmaiive Action Employer- 50% Rucyciedllv1. Post Consumer Paper
•AUQ-4-2005 12:48 FROM:DWQ-WETLANDS 9197336893 TO:98469467 P:3/3
Flat River Estates Subdivision
Page 2 of 2
August 9, 2005
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 contact Cynthia Van Der Wiele. Ph.D. at
c th.ia.vanderwie.leQncinaiI.net or [phone] or Cyndi Karoly at cyndi.k.arolvC ncmail net
or [phone] if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi y,
401 Oversight/Express Review Permitting Unit
CBKlcvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Mike Stewart, P.E., Stewart-Proctor, PLLC, 319 Chapanoke Rd., Suite 106, Raleigh, NC
27603
Filename: 051397F1at.RiverTstates (Pemu)EXP+hold2
DWQ Project No.
DMSfON OF WATER QUALITY - LEVEL SPREADER VWORK%M
L PROJECT NMRMATION (please complete the following labr amfion):
Project Name : F"7' 12105,9 Esta; E-5
Contact Person: ?art? r4a- Phone Nunber: f 9x11-1 1I /t_z_c_-
Level Spreader ID: it
l
Level Spreader Length I IS-, -ft
Drainage Area 2. ac.
Impervious Area D , S ac.
bMwdnv- n Fiber StriplBuffer Slope 11 %
grass
Max. Discharge from a 10 Year Sham cfs
Max. Discharge to, Level Spreader R . I'3 cis
Filter StrpSuffer Vegetation G e A < S
(P"pendic" to 9*
(on she and dkb drainage loo, the level spreader)
(onsite and offsile drainage to the level spreader)
(6% for forested, Ieaf littler cover, 8% for thick grout Cover).
(thick grwW cover or grass, canopied forest with Ikef 6tier
gro u>dcov+er)
P -teatrnent or Bypass Method Po r-7e6ATn r:-?f
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requireffients have been met and suppordrg docrmhentabon is AWled• ff a
requirement has not been men; attach an expfanabon of why. At a minima n, a ate stomweler marhagernent plan suf>mlftal indrdes
a wwWwet for each BMP, design ralailafmns, Plans and specifications: sho=Q all BM and outlet sb udnrrre decals, a deta?d
drainage plan and a fatly executed operation and mainlenance agreement. An ahoomplete subn ittal package wA refit in a request for
additional infarnation and will substantially delay final review and approval of the project
Wicants Initials
-TT Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 It per ds in canopied forest vA leaf
utter.
s T Pm+omh Scour Holes are on ft slopes only
sr No structures are located in protected butters'
K bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if app able) and plan details and Gala ans are lxovided
Discharge to level spreader and subsequent liter *9 a hydrakdically and spatially separate from ft bypass
discharge.
No structures are located in protected buffers.
Plan details for The bypass and outlets are provided.
The operation and maintenance agreement includes annual eusion and vegan rte.
The operation and maintenance agneernent signed and nobbed by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in nested areas with leaf Itder covet or on copes of up to 25% in areas
va thick ground caver or grass I designed accordaxi to the Draft Level Spreader Design Option Doctmn t. This polenfi* requires a
minor vadanoe in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a pralecwd buffer area.
DWQ Projed No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the Mwig onr
Project Name : r'L A r 2 r 0EnZ kST arO-S
Contact Person: _ sort Q -rFCi Plane Number: f 1 T -i! ? '\ r
Level Spreader ID:# 7
Level Spreader Length z o it
Drainage Area b, r, ao,
impervious Area o • Z ac.
tl+tabdnurm Filter Strip/Buffer Slope G %
grass
Max. Discharge from a 10 Year Storm l..fl nds
Max. Discharge to Level spreader f - ( cfs
Filter Strip/Buffer Vegetation G e AS c
(perpe> kUlar tp 11*
(at-sda and df-s to drainage 10 the level spreader)
(on-site and oltao drainage to the level spreader)
(696 for forested, leaf littler coves, 8% forthidc groutila r r)`
(th&;k ground cow orgrass, canopied sorest with leaf lifter
NeAreahnentor Bypass Method PRE -T LEATowir
REQUIRED nm CHECKLIST
in the space provided to indicate the bknf V design requirements have been met and supporting downenwon is > d. If a
mquirernehl has not been me& aW an eiparrafion of why. At a miakmum, a complete domader management plan std inckrdes
a waksheet for each BAS, design calculations plans and moons showing aA BAfs and outlet structure dej* a detailed
drainage plan and a My executed operation and maahtenance agreement. An mcomplete submittal package vA mstdt in a request for
additional information and will fly delay final review and apprawal of the project.
Aprblicants Initials
z T' Level spreader hs at least 13 ft per ds forthidc ground cover or grass or 100 ft per ds in canopied best vM leaf
6tber.
f Pre-Form Scour Holes are on ft slopes only
rTY No structures are locate in protected buffets'
9 bypass method spealied in the Draft Level Spreader Design Option Docurnent
Bypass method is spec" (if applicable) and plan details and calxnlations are provided
Discharge to level spreader and subwquent fry strip is hydraulc* and apa * separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and n wxWnance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party Is provided.
• Leval spreaders in series can be used on slopes of up tD 15% in forested areas with leaf tiller cow or on slopes of up m 25% in areas
with thick ground cover or grass ft designed according to the Draft Level Spreader Design Option Document This requires a
minor variance in protracted buffer areas. In any evert the second level spreader cannot be bc*d in Zone 1 of a protected buF)er arm
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADEIZ WORKSHEET
L PROJECT INFORMATION (Please amplete the following m mratm):
Project Name : f LA,,T E i Uf7L L5sTkTi5S
Coated Person: T o 1A 0 TEE L Phone Number: (9 14 ) -t '19 - IB c s-
Level Spreader 1D:4U
Level Spreader Length /-70 It.
Drainage Area S, Z ac.
hnpervious Area D . 8 as
Maximum Filter SWpftft Slope fo %
grass
Max. Discharge from a 10 Year Storm 13 . / cfs
Max. Discharge to Level Spr der cls
Filter SbipBuffer Vegetation Pass
(perpendadar to flow)
(on-Site and off-jite drainage Io the level spreader)
(orr-she and of fie drainage lo the level spreader)
(696 for foresled, lei 6f9er cover, 8% forthidr 9MW cover)'
(tick ' cow or Tass, canopied forest with led W
Pre-treatrnent or Bypass Method PQ E - Ter Te r,, T
IL REQUIRED ff MS CHECKLIST
Initial in the space provided to indicate the fottowurg design reqriermcb have been ahct and supporting doamienfarm is sWed. 9a
requkwierrt has not been met aftadr an a ration of why. At a minf num, a con#de sl ortnxrafer marhagerrrent plan sul Aal includes
a worldied for each BAS. design caladalions, plans and spea, ? Ur q: showing aA Uft and outld sbudire detects„ a detailed
drayage plan and a fully executed operation and nwitenan0e agreement. An moxnplefe submAtal padage vA result it a request for
adartiom it information and v411 silly delay final review and approval of the project.
Ayelka nts Infials
T r _ Level spreader is at least 131 per di; for thick ground cover or grass or !DO ftper ds in carnpied sorest vdtln leaf
filler.
1r Preform Sawn Holes are on flat slopes only
-r t' No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Doammut
Bypass method is spedfied (if applicable-) and plan details and calculafam are provided
Discharge to level spreader and subsequent filer strip is hydraulically and spatially separAe from the bypass
&Sdmw
No shichires are located in proleded buffers.
Plan detaAs for the bypass aid outlets are provided.
The operation and mamtenance agreement includes annual erosion and vegetation mW
The operation and maintenance Vement signed and nnotarmed by the rye party is provided.
` Level spreaders in series can be used on slopes of up to 15% in forested areas wkh leaf Wier aver or on dopes of up b 25% in areas
*0 thick ground cover or grass 9 designed according to the Draft Level Spreader Design Option Doammt This potentially requites a
minor variance in protected buffer areas. In any event the secord level spreader tartlet be located in Zane 1 of a ptotecled buffer area.
DWQ Project No.
DNISION OF WATER QUALITY - LEVEL SPREADER WONT
L PROJECT WFORMATION (please =Miele the fo mvm mbrnation):
Project Name : ILLAr e I vEe 15S Are S
Contact Person: Sog o TEED Phase Number: Q 171 'f 19 8 ts?
Level Spreader ID:. 4t Level Spreader Length 25.3 it.
Drainage Area 77 ac.
hnpervious Area 1.8 ac.
Mahdmum Filter Stripi6uffer Slope 6 %
grass
Max. Discharge from a 10 Year Storm cis
Max. Discharge to Level Spreader 11, -4 cis
Filter SVVMuffer Vegetation 6,eA"
(perpendicular to flow)
(w-sile and df-sb drainage to the lewd spreader)
(on-site and off-sile drainage to the level Wea"
(6% for bested, led lift cover, 8% for flick gronad cow)'
(thick ground cower or grass, rid forest wdh led
9rou)
Pm -teahnent or Bypass Method Pe c -t 2E?4Ti rE.J j
fl. REQUIRED ITEMS CHECKLIST
Initial in the space Provided to kkkate the following design teW r+ements have been met and afforlirg dogrmentaliOn is allac ed. If a
requirement has not been me& attach an ear of why. At a rn inim m, a compiete d omwraler management plan sutim1al induces
a woddxwt for each W design calculations, plans and specifications sWw % all BA1s and whet drucfu a detA a detailed
drainage plan and a fully a mcuted operation and maintenance agreement. An moorrhplele submitlal package vA msuk h a request for
addi6anal Information and will substantially delay final review and approval of the project.
Anorkants Initials
::3: f Level spreader is at least 1311. per cis for Ndr ground cower or grass or 100 i1 per cis in canopied forest wi6h leaf
litter.
3 T Pre-Form Scour Holes are on flat dopes only
No structures are located in putectd buffers`
If bypass method specified in the Draft Lead Spreader Design Option Doaun t
Bypass method is spedfied (d applicable) and plan details and calculations are provided
Discharge 11D level spreader and subsequent filler strip is hydraulically and spatially separate from the bypass
dudharge.
No structures are bcaled in proleced buffers.
Plan details for the bypass and outlets are provided.
The operation and triamtenance agreement includes annual erosion and w:getalim repair.
The opwiom and maintenance agreement signed and notated bytie responsible party is provided.
Level spreaders in series can be used on sbpes of up t D 15% in forested was wafh leaf rdtler cowry or on *M of up to 25% in
vA thick ground cover or grass 9 designed according tD the Draft Level Spreader Design Option Document This pour requires a
mirror variance in protected buffer areas. In any event the second level spreader cannot be located in Zane 1 of a prolecled buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT Off ORMATION (please cornplele the following irifamation):
Project Name : Ftar g h Ur ESTATE t
Contact Person: Tnl;&-) $EE[_ Phan Nurdw. (R/9 1-r) 9-/BS
Level Spreader ID: _
Level Spreader Length / 8'F 1
Drainage Area _f. S' ac.
I npervious Area 1-0 ac.
Iw4andrrurm Filter Strip116ufffer Slope G, %
gr-w
Max Discharge fran a 10 Year Sb m 1 q , 1 cfs
Max. Oiscnarge to Level Spreader 1.4.1 cfs
Filter StripJBufTer Vegetation A PASs
?1o1*
(m-she and off-ske drainage to the level spreaded
(on-sile and W-sibe drainage to the level spreader)
(6% for foresled, leaf tiler cover, 8% for thick gran Cora)'
Qft ground cower or grass, canopied forest with kdffter
g +er)
Prefieatinent or Bypass Method , Ae F- -14 r6 1-11 61^rr
L REQUIRED ITM CHECKLIST
Initral in the space provided loo kxlicate the MovA g design requirements have been met and supporting doamhent dm is stitched. ff a
requirement has not been met, attach an a on of why. At a mi*m n, a complete sbo mwater man t plan Std includes
a worksihed for each BAff', design calralation% plans and specfficalions stowing all UFs and outlet st?ucbAe detA a detailed
drainage plan and a fully executed operation and manlmmw agreement An incomplete s Ambd package wil resin in a request for
additional ihforrnatimh and wl substanlally delay final review and approval of the proeCt.
Aw1aarits Initials
T r Level spreader is at least 13 >t per cls for Oft ground cover or grass or 100 ft per cfs in canopied forest Wfh leaf
Gtler.
ST Pre-Form Score Holes are on lfat slopes only
:in No structures are located in proliecbed buffers'
9 bypass method specified in the Draft Level Spreader Design Option Doannent
Bypass mdwd Is specWW (dapptiable) and plan details and moons are provided
Discharge to level spreader and subsequent tier" is hydraulically and spafialy sqw& from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The won and rnaanbmnce agreement includes annual erosion and vegetAm repair.
The operation and nmtenance agneernent signed and notarized by line responsible party is provided.
` Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf 5tlter cover or on dopes of Up b 25% in areas
with hoick ground cover or grass if designed according to the Draft Level Spreader Design Option Doarment This polo t ly mqum a
minor variance in protected buffer areas. In any event the second level spreader cannot be ocaled in Zane 1 of a protected buffer area.
DWQ Project No.
DNMDN OF WATER QUALITY - LEVEL SPREADER 1MORl T
L PROJECT INFORMATION (please cornplele the following ftrfotmmadm):
Project Nane : 1'L4r Q 1 UE Cs T ArE15
Contact Person: 5o4i J t'EB[, Phone Number: f q/ f 1 7 7 9-/BSS
Level Spreader I1):#6
Level Spreader Length / &4 fl:
Drainage Area s, D ac-
hnpervious Area 0,9 ac.
&Wnvim Filter Stripl6uffer Slope (0 %
grass
Max. Dist from a 10 Year Sham 12,1- cfs
Max. Discharge loo Level Spreader 12, & cis
Filter Strip/Buffer vegetation G 121S<
(perpendiadar to flow)
(once and df-sife drainage lo the level spreader)
(orrsif a and off-site drainage to the level spreader)
(6% for forested, feat idler comma, 8% for tads groW cover)`
(thick groudcoworgrass, canopied forestvAh Miter
gnxrndcover)
Pn;4reabnent or Bypass Method Pee urATM r.,; r
REQUIRED ITEMS CHECKLIST
initial in the space provided to indicate the tolom" design requirements have been abet and supporfing doalmenlafion is altacied. If a
requirement liw not been met; attach an euqularration of why. At a minim, a cmVke s mmwaler managerneit plan s t aW iridrrdes
a worksheet for each BAS, design cans, plans and moons showing al BI?+lPs and outlet sbuctae deb a detaied
drainage plan and a fitly executed operation and maintenance agreement. An mcar4" sulurM package well result o a request for
additional Infonnaton and will substantially delay final review and approval of the project.
Applicants Inkials
5'r Level spneaderis at least 131 per ds for Did ground cover or grass or 100 id per ds in canopied farsf wdfi leaf
feller.
T r Pref m Scat Hiles are on flat slopes only
5r No structures are located in protected buffers`
ff bypass method specified in the Draft Level Spreader Design Option Doan at
Bypass metwd Is specified Cif applicable) and plan details and rataulabau am provided
_Discharge to level spreader and subsequent biter strip is hydraulically and spatdy separ?e from the bypass
disdo9e.
No diuctures are located in protected butlers.
Plan delatls for the bypass and outels are provided.
The operation and mainiterianiee g nit includes armual erosion and vegetation repair.
The operation and niainitenance agreement signed and notarized by lie responsible party is provided.
• Level spreaders in series can be used on dopes of up to 15% in forested areas with leaf Idler cover or on slopes of up o 25Yo in areas
vft thick ground covet' or grass if designed according to the Draft Level Spreader Design Option Doanrnent. This potentially requires a
mina variance in prnlected buffer areas. In aq event the second level spreader cmd be located in Zone 1 of a protected buffer area.
DWQ Project No.
DfMION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT D FORMATION (please complete the Mowing iufotma5on):
Project Name : T ,e wet EstArEs
Contact Person: T,5m o rBEL - Phone Number: ! 9r 11 'r 7 ? /t?c?
Level Spreader ID: # 1
Level Spreader Length 11.f
Drainage Area 3. s' as
Irnpervious Area 0. S ac.
Maximum Filter StriplBuffer Slope 11 %
grass
Max. Discharge from a 10 Year Storm res
Max Discharge to Level Spreader t9-8 cfs
Filter StripSuffer Vegetation G Qass
(PerPen&? to il
(on-site and off-Ske drags to the level spreader)
(on-site and off-sb drainage to the level spreader)
(6% for forested, lei rdtler cover, 8% for thick gMO corer)`
(thick ground cover or grass, canopied forest with kiFtter
goundcover)
Pre-treatment or Bypass Method P# F -7 2EATn rim T
Q REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. ff a
requirenhenf has not been met; attach an exploration of why. At a minimum, a corrplefie stomnrvater managerrient plan wAmbal includes
a wmrkst eet for each BMP, design calculations, plans and specifications showeng ad BMI's and outet structure detaK a dd"
drainage plan and a fully executed operation and ma nternance agreement. An incomplete wAmtfal package wit result ins request fro
additional ininrmation and will substantially delay final review and approval of the pgect.
Awlicants inrals
T T Level speader Is at feast 13 & per cis for thick ground corner or grass or 100 It per ds in canopied forest v& leaf
after.
s T Pre-Form Scour Holes are on flat slopes only
Tr No structure.; are located in poled buffers`
I bypass method specified in the Drat Level Spreader Design Option Document
Bypass method Is specified (dapplicable) and plan details and calculabons are provided
'Discharge to level spreader and subsequent filler strip is hydraulically and spatially separate from the bypass
discharge.
No structures are lambed in protected buflers.
Plan details for the bypass and outets are provided.
The operation and ma derance agreement includes annual erosion and vagetaflon repair.
The operation and maintenance agreement signed and notarized by the response party is pmkied.
Level spreaders in series can be used on slopes of up to M in forested areas with leaf litter cover or on skpes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Daaunerht This poterhti* requires a
minor va danhoe in protected buffer areas. M any event the second level spreader rxrhnot be located in Zone 1 of a prnotedW buffer area.
DWQ Project No.
DIMON OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT MFORMATION (please complete the following infiormation):
Project Name : KI-Ar 2w.Cf- fsrAr _j
Contact Person: _ llotk Q --r•</ Phone Number: (9 a) :Z 1!a
.(-
Level Spreader ID:# 7
Level Spreader Lend 2-0 It
Drainage Area b. I- ac.
nhpetvious Area o • Z ac.
MaAnum Fitter StripBuffer Slope %
gms
Max. Disduarge from a 10 Year Storrn 1. fl cis
Max. Discharge to Level Spreader I.s1 cfs
Filter Strip/Buffer Vegetation GjeAS c
(perpenikular io A*
(on-site and off-jile drainage to the Led spreader)
(once and otT-ske drainage to the level spreader)
(6% for forested, leaf tuner cover, 8% toi-M gmidcover)`
(thick grourd cover or grass, Canopied forest va kimer
smundcom)
P nt or Bypass Method Piz r -T ( ramrsj r
dl. REQUIRED ITEMS CFIECK UST
Initial in the space provided to indicate the following design reWi irrnenfs have been met and supporting doarn>elrtafron is Odmd. 9a
mquiremrrt has rrof been met: attach an eiaoat im of why. At a ff** uun, a can>plete stamwater rrrnagane nt plan wAmMal ndudes
a worksheet for each BW design calculations, plans and specifications d*vA g ad BWs and outlet sbukdune dam, a defaced
drainage plan and a fully executed operation and maintenance agreerrat An incomplete subrnhdtal package wdl rem m a request for
additional Information and %ml substany delay final review and approval of the project
Awficants Initials
T i Level spreaderlsat least 131t per its forthfdcground cover orgrassor 100 ft percfs incmopied bi%tWt h leaf
fitter.
J f Pre-Form Scour Holes are on Aat slopes only
rt- No structures are located in pubcted WW
If bypass ff*#W specified in the Draft Level Spreader Design Option Doaunerrt:
Bypass method Is specified (if applicable) and plan details and cakulations are provided
DbdwrW to level spreader and wbsequent filer strip is hydraulically and spab dy separate torn the bypass
drsd ge
No structures are located in proceed buffers.
Plan details for the bypass and outlets are provided.
The operation and manterance agreermerd hides annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in foested areas with leaf CrtAer coves or on slopes of up t, 25% in areas
with thick ground cover or grass ft designed accorfrng to the Draft Level Spreader Design Option Doarrrent This y requires a
mirror variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a plot tied buffer area.
DWQ Project No.
DIMION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (Please complete the fo MAV Inibmu 6on):
ProjedName: raT Qrr15'2 g=srAr 'S
Contact Person: :r o N 0 TEE tr Phone Nuniw. M 141 ti -t 9 - IB tf
Level Spreader ID:4U
Level Spreader Length /-70 it.
Drainage Area S• Z ac.
Impervious Area 0.8 ac.
Lb4mum Filter Sb Buffer Slope !o %
grass
Max. Dis? from a 10 Year Storm t 3 , / cfs
Max. Disdharge to Level Spreader /3 , t cfs
Filter Strip/8utfer Vegetation Co PA S,S
oxpendiadar to tbvu)
(«r-sale aw off-Ae diairage to the few spreader)
(once acid off site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for ttri* grand cover)'
(tkk ground canopW torestwith kd litter
Pre4reatment or Bypass Method ep F - Tegm --j r
REQUIRED ITEMS CHECICIJST
kriU in the space provided to ireka to the folowing design requirements have been met and supporting doamrerdafion is abdmd. ff a
requir nwnt has not been nK aitadr an expkina on of why. At a rnininnun, a coa0de stonnwater management plan sr&W includes
a wrorksheet for each BMP, design calalatiom plans and ins showing ail BM3s and outlet strudae details, a deWW
drainage plan and a fully executed operation and maintenance agreement. An Mete submittal pads ige will result in a request for
add'diond Information and vAll sibstanfially delay final review and approval of the project.
Wi?cants Initials
_ Level spreader is at least 13 t per its for thick ground cover or grass or 100 ft per its in canopied forest vathleaf
-
TT-
fitler.
?T Pre-Form Scour Holes are on ft slopes only
T No shuctures are located in protected buft e
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is speaTied (d applacable) and plan details and caloMorts are prohded
Discharge to level spreader and subseWent filter strip is hydraulically and spat* separate from the bypass
dischal9e•
No drurlures are lambed in protected buffers.
Plan details for the bypass and outlets are Provided.
The Mn and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and r brazed by the respauslole panty is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Wier cover or on slopes of up b 25% in areas
with #ft ground cover or grass if designed acoordng to the Drat Level Spreader Design Option Document. This poferW* requires a
minor variance in protected buffer' areas. In any event the second level spreader cannot be located in Zone 1 of a protected butler area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER V=KSHEET
L PROJECT INFORMATION (please complete the following inbnkton):
Project Name : ;L,4T- 2 r uFP Este rE 5
Contact Person: So K O t EL t- Phone Nurnber: (1 /11 -7 11-/9,s, k-'
Level Spreader ID:. *4
Level Spreader Length 2S3 It.
Drainage Area -7.'7 ac.
Impervious Area LA ac.
Mawrnum Filler SfripBuller Slope !o %
grass
Max. Discharge from a 10 Year Storm I R • q cfs
Max. Discharge to Level Spreader 11 cts
Filler StiipBuffer Vegetation 6RA.u
(perper ikkir to flow)
(w-site and off-de drainage to the Ievel spreader)
(on-sits and off-sile dranage to the Ierel spreaded
(6% far ibmsted, leaf i0ler cover, 8% for tlft groud wier).
(thtcic ground cam or grass, canopied forest with ki litter
gam)
Pr+e4realment or Bypass Method P,e E --ra- rrrE.J j
L REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and supporting doaurnertallorr its s0aChed. ff a
requirernent Iran not been met: aftch an explanation of wiry. At a minimum, a complete stomwreter a agernent plan su6mtlal includes
a world for each BMP, design cataulations, plans and dons showing A BBH? s and outlet structune details, a tietaled
drainage plan and a fully executed operation and maintenance agreement. An urcomplele subin0al padcage vA result a a request for
additional information and will substantially delay final review and approval of the project.
Awrcants hiltiats
-?T Level spreader Is at least 13 it per cis for W& gwxl cover or grass or iW R per cis in canopied iciest with leaf
fitter.
? T Pre-Form Scour Holes are on flat slopes only
No dructum are located in protected butlers'
If bypass method specified in the Draft Level Spreader Design Option Doauner>C
Bypass method is specified Cif applicable-) and plan detals and calctrladons are provided
-Discharge to Loral spreader and subseWent filler strip is hydraulically and spahaly separate from the bypass
discharge.
No shucaues are located in protected buffers.
Plan details for the bypass and outlets are provided.
The won a-d maintenance agreement includes annual erosion aid vegetation repar
The operation and maintenance agmerent signed and notaraed by the respon Ale party is provided.
ahead
Level spimlers in series can be used on dopes of up to 15% in forested areas with leaf Wen cover or on dopes of up to 25% in
with thick ground cover' or grass if designed according to the Draft Level Spreader De* Option Document. This pore t* requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be orated in Zone 1 of a p buffer ama.
DWQ Project No.
DrMM OF WATER QUALITY - LEVEL SPREADER WONT
L PROJECT NFOR10TION (please complete the iio MA ng information):
Project Name : FGar i U 154 ESTATE S
Contact Person: Tniko I:EEL- Phone Number: (Im I779-/BSS
Level Spreader ID:.? ,r
Level Spreader Length i 8 4 IL
Drainage Area Jr, 9' ac.
Impervious Area ?. o ac.
Maxirru m Filter StriplSuffier Slope %
grass
Max. Discharge from a 10 Year Storm 1 q . 1 cfs
Max. Discharge to Level Spreader 14 1 CIS
Filter StriplBuffer Vegetation A t?Ass
*Tendiailar b flow)
(on-site and of f-Ge drainage to the level sprees}
(on-site and dT-ske drainage to the level spreader)
(6% for forested, leaf ii8er cover, 8% forthidc grorad cover)`
(thick groud cover or grass, canopied forest with leaf itt er
grourdcover)
PreAmatrnent or Bypass Method 09 E -14 CA n ENT
L REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the Mowing design requirements have been met and supporting doom n is 0ched. 9a
n>qurernent has not been nwA abch an a mow of **Y. At a nenaram, a complete slonnwaler marhagenremf plan sal includes
a wmrldmwt for each Bfi1P, design ralaula6ons6 plans and specificalim showing all BMPs and out stwa ne details, a detaied
drainage plan and a f Ay executed operation and mairderharnce agreement An aroam>plele sibmiltal package wA msd in a mquest for
additional information and will subsbrifially delay 5nal mevmew and approval of the project.
Aoalicants Initials
, r r Level spreader is at least 13 ft per its for thick ground cover or grass or 100 ft per its in canopied forest with led
Gt1er.
3"T Pre-Form Scour Holes are on flat dopes only
a? No structures are located in prolected buffers'
I bypass method specified in the Draft Level Spreader Design Option Document
Byprass method is specified (d applicable) and plan details and calamladons are provided
Dmharge to level spreader and subsequent fifer strip fs hydrauGkally and spafidy separate from the bypass
drsdnar9e.
No structures are orated in protected buffers.
Plan details for the bypass and outlets are prvMW.
The operation and mainfak-ince agmee mect includes annual ervson and vegetation mepair.
The operation and maintenance agreement signed and notarized by the responsible party is pmvKW.
Level spreaders in series can be used on slopes of up to 15% in foesled areas with leaf Wer www or on dopes of Up 10 25% in areas
with #fc k ground cow or grass ft designed according to the Draft Level Spreader Design Option Document This pokd* requaes a
minor variance in protected buffer areas. In any event the second level spreader carrot be bcaW in bm 1 of a pulecW buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATM (please complete the following tribmation):
Project Name : r Lkr lei ()E Cs T arf'-!5
Contact Person: T04i J T-1561- Phone Nunber: (gif ) 7 7 9-/RSS
Level Spreader ID.#6
Level Spreader Length / (04 ft.
Drainage Area s. O as
IrMervious Area Q X t3 ac.
Maximum Filter StripBuffer Slope (0 %
9r-w
Max. Discharge from a 10 Year. Storm l z r b ds
Max. Discharge to Level Spreader 12. fs ds
Filter Strip/Buffer Vegetation 6 2Ac
to I*
(on-site ad off -sile drainage b the level spreader)
(on-sits and off-.Ae drainage bo the level spreader]
(6% for bested, leadk6ercover, 8%forIft grand cover).
(thick ground coverorgrass, Canopied brestva Witter
grMuldca+er)
PmAreatment or Bypass Method Of TQ1:A7'MurJ I'
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting doamrsnta6an is idac • If a
requirement has not been tnet attach an eugol k,&n of why. At a minimum, a uxxr>< We stormwaier management plan u brrw nck
a wrorksheet for each BAS, design calculations, plans and moons show V all BA s and outlet structure debts a defaced
drainage plan and a fully executed operation and maintenance agreement. An kwnplete subrrdtat package wfil result in a request for
addional Inf mu-itior and w it su6starillially delay final review and approval of the project.
Anlicants Initials
5'r Level spreader is at least 13 It. per cfs for thick ground cover or grass or 1o0 It per cfs in canopied trod "b leaf
litter.
T r Pf&Fomn Scour Holes are our flat dopes only
5T No structures; are loomed in protected buffers`
If bypass method specked in the Draft Level Spreader Design Option Docnte t
Bypass method is spedified (d applicable) and plan details and catcuWm are provided
Dmhage to level spreader and suti"ent filter slip is hydraulically and spatiary separate from the bypass
dsdmnjp-
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and manbenance agreement indudes annual erosion and vegetation re*.
The operation and maintenance agreement signed and notadW by the responsible party is provided.
Level spreaders in series can be used on slopes of up t015% in forested areas with leaf W1W carer or on slopes of up b 25% in areas
v ft thick ground cover or grass if ded?ned according to the Draft Level Spreader Design Option Docurrefrt. This potty requires a
mina variance in protected buffer meas. In arty event the second level spreader cernot be located in Zone 1 of a protecW buffer area.
0F W A rF9QG Michael F. Easley, Governor
O?
0 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 9, 2005
DWQ EXP No. 05-1397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry + Davis Developers
Attn: Mr. Bryan Perry
2213 Ellis Chapel Road
Bahama, NC 27503
Subject Property: Flat River Estates Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Perry:
On July 27, 2005, the Division of Water Quality (DWQ) received your application dated July 21,
2005 to impact 109 linear feet of streams and 8,077 square feet of protected riparian buffers to
construct the proposed Flat River Estates Subdivision. The DWQ requested additional
information on August 1, 2005 and received your consultant's response on August 8, 2005.
Unfortunately, the DWQ has determined that the application is incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact protected wetlands 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 21-1.0506 and will place this project
on hold as incomplete until we receive this additional information.
Additional Information:
1. The absolute maximum length for level spreaders is 300 feet. Level spreader #4 is over
300 feet in length while three others exceed 200 feet in length. Please increase the number
of drainage points in order to decrease the lengths of the level spreaders. DWQ level
spreader guidance is located at: http://h2o.enr.state.nc.us/ncwetlands/level.pdf.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the
above information in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect
review program for your project, then we may have to return your application and have it reviewed
through our regular 401 Water Quality Certification Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard,. Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
Ane Carolina
1N,9&,ra!!r?
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

I
Flat River Estates Subdivision
Page 2 of 2
August 9, 2005
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 contact Cynthia Van Der Wiele, Ph.D. at
[e-mail] or [phone] or Cyndi Karoly at [e-mail]
or [phone] if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
'Q. Akj,
Cyndi Kar y,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Mike Stewart, P.E., Stewart-Proctor, PLLC, 319 Chapanoke Rd., Suite 106, Raleigh, NC
27603
Filename: 051397FIatRiverEstates (Person)EXP+hold2
Flat Rivir Estates EXP DWQ # 05-1397
Subject: Flat River Estates EXP DWQ # 05-1397
From: Laurie Dennison <[e-mail]>
Date: Wed, 10 Aug 2005 07:26:28 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. A hard copy of the
correspondence has gone out via US Mail. All response correspondence is to be mailed
via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
051397 F1atRiverEstates(Person)EXP+hold2.doc' Content-Type: application/msword
Content-Encoding: base64
1 of 1 8/10/2005 7:32 AM
SENDING CONFIRMATION
DATE AUG-9-2005 TUE 12:50
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : AUG-09 12:49
ELAPSED TIME : 0110411
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
roF vvarF9o .LCWe1 F.1„le!r. Gu.rnn
Y! Tr FwN C¢div[kpalmr+tvl avvlronr.sM mtl Nalmal Werarcas
7 y
O ?. nlaw.t:nm,aree„s1a
Wrls4¢ orw,¢.Qoaiiry
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Addreas: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Malling Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax [phone]
Fax To: Aaron Cooper, S&EC Fax #: [phone]
Bryan Perry 919.773.9331

Subject: not River Fstates Date: ldy- 7, 2005
Number of pages including Cover sheet: ff 3
Notes or special instructions:
lbe oriainal will he sent in the mail. K You h ave uestionsplease call C mth a Van Der Wie)e 919.715.3173.
4010-10HF*lssA-P.l .VU+. Np /3 'J(r!'?•" w
165011.06.x1 CAW HOWL NoMGmfn. 27600.1630
3321 C¢.... B.A-d. 3.U 250, P.pgn,'w. G-ft ?M4
Prom:a, SIMI- (1r16919•T1138ai:-t-lR?r.am Y ".ll.a{{
M EVO e3ra WAMm Arlon Emalova-97. Recyo061MP Camme, Pare
SENDING CONFIRMATION
DATE AUG-9-2005 TUE 12:48
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : AUG-09 12:47
ELAPSED TIME : 00' 32"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
OaOF iNAtF,QO

7 ?
N wen iv ?.my. co?nr
R',jym G. Ruv N., SmRarr
FalaCedhu dP?rb?a++e[EOmm?eiaM llan.al R?y?ca
A). R'. PamnR. P.C Dl-
DiHSmdwQuliy
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27603-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-0650
Coaluct Information: Phone #: [phone]
Fax #: [phone]
Fax To: Aaron Cooper, S&EC Fax #: W-9467
Bryan Petry 919.773.9331

Subject: Flat River Estates Date: 3ntrv, 2005
Number of pages including cover sheet : 11E 3
Notes or special instructions:
The odginai will be sent in the mail. If Mu have mtestions vleasc call Cynthia Van Der Wiele 0919.715.3473.

`1
L

.01 eue?IPMf E.M... R< PcrmtlRM LFiI
4, C90 S.W-d sir Ilb, A..%k Ne,T f?roFa PB/.
P.?q 9t 6`33-IM'
Fpx R1B'nUfiBB31IMem.tp?/y enn .?usA,cv.-Jivod. nvbrw
na
e?l?Il!!!J'Q!!!f
An 1,11 OpnCianhrATrm.1Me AM Empbter-ees 4m-/o M FW Cmei.rar Pape,
os?347
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
EXPRESS REVIEW
Division of Water Quality
Express Review Permitting Unit
Attn: Cynthia Van Der Wiele
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
August 4, 2005
S&EC Project # 9746.W1
DWQ EXP No. 051397

Re: Reply to the Division of Water Quality's August 1, 2005 request for additional
information
Flat River Estates Subdivision
Person County, North Carolina
Dear Ms. Van Der Wiele:
This letter is in response to your letter dated August 1, 2005 (copy attached), which
requested additional information for the proposed Flat River Estates Subdivision. Please
note that the client's address has changed to:
Perry and Davis Developers (Attn: Bryan Perry)
2213 Ellis Chapel Road
Bahama, NC 27503
Additional Information
1. - Please provide a site plan at a scale of I"= 50' depicting diffuse flow measures.
You have indicated level spreaders adjacent to the road crossing, but have 3
additional drainage points on the plan that require diffuse flow measures (CB 3,
3, and 4-two. drainage points were labeled "3').
The attached overall drainage map is on a 1:100 scale map because a 1:50 scaled map
would not fit on a standard sheet. However, we have provided 1:50 detailed maps of
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lltwndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:. [phone]
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at /east every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at al times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: ! C r r Ve Xo
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president
I, TOPW A . -r15EL , a Notary Public forthe State of Non i l+ cALut l?Jrg'
County of w /A K 1; , do hereby certify that
personally appeared before me this /44Aday of C/ 61 ";?_, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
`a?`,,44ii91:91Et3ii36B/t6 /®P
J
NO*ARY
?i PUBUC a
4 ?r
!U!p
SEAL
My commission expires 1112312o016
_
Page I of I
Address: o - )-/ 3 Ell, S GX a e / )c- D 9 AA" a zV C , )- 7 fo-?
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : F LIA r Q t o59- ?5 i /t TE S
Contact Person: 'TO H XI) r16EL Phone Number 1) -7 19 - /f3SY
Level Spreader ID: _j,?
Level Spreader Length 1.4ft
Drainage Area _ ac.
Impervious Area ac.
Maximum Filter Strfpftffer Slope /o %
grass
Max. Discharge from a 10 Year Storm 11, 3 cis
Max Discharge to Level Spreader 11.3 CIS
Filter Strip/Buffer Vegetation G PASS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreadej
(6% for bested, leaf littler cover, 8% for thick grow cover)'
(thick ground cover or grass, canopied forest with Id ker
groundcover)
Pre-treatment or Bypass Method Pe F - T wyi 4j )
REQuiRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is Alached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomw ester management plan whAtal includes
a worksheet for each BMP, design calculations, plans and specifications slhowifng all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vA result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
r T Level spreader is at least 13 tt per cis for thick ground cover or grass or 100 It per cis in canopied forest VM leaf
fitter.
s i Preform Scour Holes are on flat slopes only
T f No structures are located in protected bu fers*
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party its provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf tinter cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This poten&* requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a pruWcIed buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: 1=1-A`1" 01.1c2 t;<-IATI 5
Contact Person: to H oT'EEL. _ Phone Number. (47i f 7 7 9-113 c' -
Level Spreader 0:02
Level Spreader Length Z L ft.
Drainage Area 0-(0 ac.
Impervious Area ac.
Maximum Filter Ship/Buffer Slope to %
grass
Max. Discharge from a 10 Year Storm % • 9 f cfs
Max. Discharge to Level Spreader 1.9 9 Cfs
Filter Strip/Buffer Vegetation G a A! tt
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off -site drannage to the level spreader]
(60/6 for forested, leaf Wer cover, 8% for thick gnwiA cover)*
(thick ground cover or grass, canopied forest with ki lifter
gro ndcover)
Pre-treatment or Bypass Method fQE -lQEA7/1E?/1
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is ittached. If a
requkement has not been met, atladr an e)#anatron of why. At a minimum, a complete stormwater management plan subittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BM:s and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package a result in a request for
additional information and W1 substantially delay final review and approval of the project.
Applicants Initials
:T T- Level spreader is at least 13 ft. per cfs for thick ground cow or grass or 100 ft per cfs in canopied forest Wth leaf
litter.
TT' Pre-Form Scan Holes are on flat slopes only
-T1" No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (t applicable) and plan details and calculations are provded
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground rover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DwQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: /=LAr QIUEe 9-SrATKS
Contact Person: To li k) I -615L, Phone Number. 0 11 ) -7 '7 - ,YS-5
Level Spreader ID:4
Level Spreader Length 21 ft
Drainage Area ac.
Impervious Area d. G' ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm f6,13 cfs
Max. Discharge to Level Spreader ,& . f3 cfs
Fitter Strip/Buffer Vegetation G At S
Pre-treatment or Bypass Method ?r - i L'Ea -1/74,J t
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader]
(ti% for forested, leaf littler cover, 8% for thick grout cover)'
(thick grand cover or grass, canopied forest with kof fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is ottached. If a
mquimm,ent has not been met, attach an exploration of why. At a minimum, a complete stornwaler management plan sub Alai includes
a worksheet for each BMP, design calculations, plans and specifications showing an BMPs and outlet structure detA a detaned
drainage plan and a fully executed operation and maintenance agreement An incomplete subn W package win result in a request for
additional Information and WII substantially delay final review and approval of the poiect.
Applicants Initials
T Level spreader is at least 13 It, per ifs for thick ground cover or grass or 100 ft per cfs in mvoW forest with leaf
litter.
i Pre-Form Score Holes are on flat slopes only
No structures are looted in protected butfere
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is q)eclfied (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegefafn repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cow or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potenti* requires a
nfino variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Prqect No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : rt A r E l ?r'c ?s i i4 rE S
Contact Person: 5-6,H o- 'FEEL Phone Number. (9r1) -7 -11-l bl r
Level Spreader ID: _.Al
Level Spreader Length ?Z $ fL
Drainage Area ac.
Impervious Area 1.6 - ac.
Maximum Filter Stripll3uffer Slope 6 aka
grass
Max. Discharge from a 10 Year Storm 214.9 cfs
Max. Discharge to Level Spreader z4 A cfs
Filter StriplBuffer Vegetation G e Ae.
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick groin cover)`
(thick ground cover or grass, canopied forest with k of litter
groundcover)
Pre-treatment or Bypass Method P¢?%-tee-AIAEN i
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is cached. ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete stornwater management plan submitiai includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and ovW structure decals, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package va result in a request for
additional Information and will substantially delay final review and approval of the project.
Awlicants Initials
-s' i Level spreader is at least 13 It per cfs for thick ground cover or grass or 100 it per cfs in canopied forest with leaf
litter.
s i Pre-Form Scour Holes are on flat slopes only
r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15a/o in forested areas with leaf KtW cover or on slopes of up to 2510/a in areas
with tick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : `6AT QI ?EK eS7, T"E,
Contact Person: .sow TEE[... Phone Number. (q?) 713-It3Sc°
Level Spreader ID:
Level Spreader Length z 3 Z ft.
Drainage Area S, ac.
Impervious Area ?t7 ac.
Maximum Filter StripBuffer Slope L %
grass
Max. Discharge from a 10 Year Stain / -7 cfs
Max. Discharge to Level Spreader 1-1.6 cfs
Filter Strip/Buffer Vegetation V eA-66
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader?
(6% for rested, leol littler cover, 8% for thick grouid cover)`
(thick ground cover or grass, canopied sorest with 10 fitter
groundcover)
Pre-treatment or Bypass Method OQ r- '7 i-AYl1 eer ,
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is tttached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete storrnwater management plans suf includes
a worksheet for each BMP, design calculations, plans. and speafirxtions slowing all BAft and outlet sfruciure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vA result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
TT Pre-Form Scour Holes are on flat slopes only
31- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Doamuent
Bypass method is specified (d applicable) and plan details and calaula6ons are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
` Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up tD 250/5 in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Docunent. This po6lfiaAy requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Pngect No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : fear 01014 r s A rf s
Contact Person: _ -5 O W 1J rf-6 L Phone Number. 9 7 9 - 5
Level Spreader ID: 4t 6
Level Spreader Length 2 f ( It,
Drainage Area S. O ac.
Impervious Area D, ac.
Maximum Filter StriplBuffer Slope %
grass
Max Disc t irge from a 10 Year Storm ?(o, Z cis
Max Discharge to Level Spreader ??. 2 cfs
Filter StripBufferVegetation GQASS
(perpendicular to flow)
(on-site aid off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(61/6 for forested, leaf Mier cover, 8% for thick grouO cover):
(thick ground cover or grass, canopied forest with kof fitter
grvurdcover)
F- j,CEA Tn to /!
Prateahnent or Bypass Method f
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is a• if a
requirement has not been met, attach an explanation of why. At a minimum, a complete d omnrr w management plan sub kcal induces
a worksheet for each BMP, design calculations, plans and specifications shotarg all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An ate submittal package Will resufi in a request for
additional information and imll substantially delay final review and approval of the project
Aoaliicants Initials
Y'r Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
57, Pre-Form Scour Holes are on flat slopes only
- t No structures are located in protected buffers'
ff bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for to bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Wer cover or on dopes of up to 250A in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:f
Title: 7 r--
Signature:
v, s l?eVe /o e,-1 lJ? y4 rr.•/
7G?-?/b001)-
"1 114 xv Z. )- 7 -ra-f
r
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president
I, Toµw A a Notary Public forthe State of Np2.TI+ cg>zU?,?r4 ,
County of i,?AkC- , do hereby certify that %?r .--•i
personally appeared before me this '9-Aday of_, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
.1 ktjjj;'i IH;113111' y6
?jpNN.A. TF'?.,,`rv
f o
t
NOTARY
?t PUBLIC J
o
r e r C, O U NI.
?qr4
SEAL
My commission expires 111231210'6
Page 1 of 1
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: F:LAIr QiUE2 05 FAr ES
Contact Person: 'To ti AJ rr_EL Phone Number. f 919 ) -7 19 - IKSJ
Level Spreader ID:.i# Level Spreader Length I 1 ft
Drainage Area ac.
Impervious Area ac.
Maximum Filter StripBuffer Slope to %
grass
Max Discharge from a 10 Year Stem I 1 Q 3 cfs
Max. Discharge to Level Spreader 11.3 cfs
Filter Strip/Buffer Vegetation G P A SS
(perpe"niar to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for bested, leaf littler cover, 8% for thick gromod cep)`
(thick ground cower or grass, canopied forest with kof fitter
gmundcover)
Pre-treatment or Bypass Method Le f-WA-rM rP i
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is AaChed. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stornwater management plan WWM includes
a worksheet for each BMP, design calculations, plans and specifications showing all BAfs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package W result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
?T- r Level spreader is at least 13 It per cis for thick ground cover or grass or 100 ft per cfs in canopied forest VA leaf
litter.
S i Pre-Form Scan Holes are on flat slopes only
s r No structures are located in protected buffers'
ff bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible patty is provided.
` Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf tittle cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Doc rneht This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the foffowing information):
Project Namne: Al-A-17 PIil?2 t S?ATt
Contact Person: TO H 0 TCE Phone Nurnber. 7 7
Level Spreader ID.4f 2
Level Spreader Length 2G tt
Drainage Area 0-(0 ac.
Impervious Area C9 , (o ac.
Maximum Filter Striper Slope (o %
grass
Max. Discharge from a 10 Year Storm I. 9 cfs
Max. Discharge to Level Spreader 119 Cis
Filter Strip/Buffer Vegetation GQA-e, A
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(8% for forested, leaf Wer cover, 8% for thick grouid cover)`
(thick grate lover or grass, canopied forest with lid W
groundcover)
Pre-treatment or Bypass Method f9 E -1 QEA111 tW T
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fonowing design requirements have been met and supporting documentation is >• If a
requkement has not been met, attach an explanation of why. At a minis um, a complete stone rdier management plan subs kxl des
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detaK a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete wbmtital package wig result in a request for
additional infomlation and will substantially delay final review and approval of the project
Applicants Initials
z f Level spreader is at least 13 It per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with feat
litter.
TT' Pre-Form Scan Holes are on flat slopes only
S 1, No structures are located in protected buffers`
if bypass method specified in the Draft Level Spreader Design Option Documerth
Bypass method is spedfied Cif applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and aitlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas YA leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be lamed in Zone 1 of a protected buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Pmject Name: f=tAr eljr;e gsiATCS
Contact Person: 3b fi &) rE? L Phone Number. 1 - &Ss-
Level Spreader ID:,#3
Level Spreader Length
2 f 9 tr
Drainage Area t! Z-
Impervious Area ac.
Maximum Filter StripBuffer Slope to %
grass
Max. Discharge from a 10 Year Storm 16, 6 cfs
Max. Discharge to Level Spreader A a. d cfs
Filter Strip/Buffer Vegetation GAS S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for tbmsted, leaf littler cover, 8% for thick grout Cover)'
(thick ground cower or grass, canopied forest with Ill litter
grounder)
Pretreatment or Bypass Method fbr - lf6A-' PAU I
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is ibChW- If a
requirement has not been met, aibch an explanation of why. At a minimum, a complete stormwater management plan sub AW includes
a worksheet for each BMP, design calculations, plans and specifications showing aA BAIs and outlet structure debA a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wA result in a request for
additional information and wall substantially delay final review and approval of the project.
Applicants Initials
T ; Level spreader is at least 13 R per cfs for thick ground cover or grass or 900 ft per cfs in Canopied forest with leaf
litter.
T, Pre-Form Scour Holes are on flat slopes only
j r' No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filthr strip is hydraulically and spatially separate from the bypass
discime.
No structures are located in protected buffers.
Plan details for the bypass and adlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25"/o in areas
va thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWO Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : AA 'r E i Ll,'k- ES i A r6 S
Contact Person: SbNN 'fE L_ Phone Number. (1/1. -7 1 -/9T5
Level Spreader ID: --*I
Level Spreader Length -?7,4 -ft
Drainage Area ac.
Impervious Area /i 13 ac.
Maximum Filter Strip/Buffer Slope 6 %
grass
Max. Discrarge from a 10 Year Storm z4.9 cfs
Max. Discharge to Level Spreader 24.11 Cis
Filter StripBuffer Vegetation <
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grand cover)`
(thick ground cover or grass, canopied forest %ft kd titter
groundcover)
Pre-treatment or Bypass Method Pegs" -TRCATn g/J i
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the foUoMng design requirements have been met and supporting documentation is shed. ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomwoter management plan submittal ardudes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure deta3s, a deta?ed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wi0 r=ft in a request for
additional information and WH substantially delay final review and approval of the project
Arrolicants Initials
TT Level spiwderis at least 13 ft per cfs for thick ground cover or grass or 100 ft per cis in canopied iciest with leaf
litter.
:ST Prue-Form Scour Holes are on fiat slopes only
S'r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarised by the responsible party is provided.
* Level spreaders in series can be used on slopes of Up to 15% in forested areas with leaf littler coin or on slopes of up to 25% in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option Dwxnent This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : AtA`r Dt LIEK e.SiATE
Contact Person: ToHo 7-CeL Phone Number. (g 7 71-I61S9'
Level Spreader ID: ,g Sr
Level Spreader Length Z 3 Z ft
Drainage Area .f, 5 ac.
Impervious Area ?d ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm /7.9 cs
Max. Discharge to Level Spreader 17.6 cfs
Filter Strip/Buffer Vegetation y A-6,6
(perpendialar to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(61/6 for forested, leaf littler cover, 8% for thick gmUO cower)`
(thick ground cover or grass, canopied forest with if fitter
groundcover)
Pre-treatment or Bypass Method O¢l:-72rA-rn,,) i
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting doamrentation is cached. !f a
requimment has not been met; attach an explanation of why. At a minimum, a complete stonnwvater management plan sutW includes
a worksheet for each BMP, design calculations, plans and specifications showing all BAfs and outfit stricture details, a dewed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package vA result in a request for
additional infomration and wwl substantially delay final review and approval of the project
Applicants Initials
Tr Level spreader is at least 13 It. per ds for thick ground cover or grass or 100 ft per cis in carwow forest v A leaf
litter.
1 Pre-Form Scour Holes are on fiat slopes only
31' -No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement khdudes annual erosion and vegetation repal.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cower or on slopes of up to 25% in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option Document This potend* requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : FGA-r p h,)t=2 Gs i AT i s
Contact Person: -30H w TEL Phone Number. 9
Level Spreader ID: #-Co
Level Spreader Length 21 ft.
Drainage Area S' d ac.
Impervious Area ac.
Maximum Filter StripBuffer Slope / %
grass
Max. Discharge from a 10 Year Storm Z cfs
Max. Discharge to Level Spreader _Z cfs
Fitter Strip/Buffer Vegetation G QA S--<
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf tiitler cover, 8% for thick groud cover)`
(thick ground cover or grass, canopied forest with li rater
groundcover)
Pre-twiment or Bypass Method Ae 6 - J EA Tr1 Eat !
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design reWirements have been met and supporting documentation is ODdled. ff a
requirement has not been met, aftach an explanation of why. At a minimum, a complete stomw ater management plan su6r includes
a worksheet for each BMP, design rations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and rihauhtenance agreement. An incomplete submittal package ul result in a request for
additional information and will substantially delay final review and approval of the project
Aaalicants Initials
Yl` Level spreader is at least 13 ft per cis for thick ground cover or grass or 100 ft per cis in canopied forest YA leaf
litter.
T Pre-Form Scan Holes are on flat slopes only
S r No structures are bated in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is by irmfically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation M*.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Doaunent This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
EXPRESS REVIEW
Division of Water Quality
Express Review Permitting Unit
Attn: Cynthia Van Der Wiele
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
August 4, 2005
S&EC Project # 9746.W1
DWQ EXP No. 054397
f0? `;r
.1
Re: Reply to the Division of Water Quality's August 1, 2005 request for additional
information
Flat River Estates Subdivision
Person County, North Carolina
Dear Ms. Van Der Wiele:
This letter is in response to your letter dated August 1, 2005 (copy attached), which
requested additional information for the proposed Flat River Estates Subdivision. Please
note that the client's address has changed to:
Perry and Davis Developers (Attn: Bryan Perry)
2213 Ellis Chapel Road
Bahama, NC 27503
Additional Information
1. Please provide a Site plan at a scale of I"= 50' depicting diffuse flow measures.
You have indicated level spreaders adjacent to the road crossing, but have 3
additional drainage points on the plan that require diffuse flow measures (CB 3,
3, and 4-two drainage points were labeled "3').
The attached overall drainage map is on a 1:100 scale map because a 1:50 scaled map
would not fit on a standard sheet. However, we have provided 1:50 detailed maps of
Charlotte Office: Greensboro Office-,
236 LePhillip Court, Suite C 3817-E Lywndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
the level spreaders, and have depicted the three additional drainage points. Please let
us know if this is not acceptable.
2'. Please provide typical details for the diffuse flow measures and the inlet and
outlet velocities.
Please see attached 1:50 maps and level spreader worksheets.
3. Please provide an original (and 4 copies) signed and notarized Operation and
Maintenance Agreement for the level spreaders and other diffuse flow measures.
Please see attached Operation and Maintenance Agreement.
Please call if you have any questions or require further explanation.
Sincerely,
Aaron Cooper
Attachments: 1) DWQ letter dated August 1, 2005
2) 5 copies of Site Plan with 1:50 detail sheets
3) 5 copies of Level Spreader Worksheets
4) 5 copies (1 original) Operation and Maintenance Agreement
2

?W AT?R pG __..... - Michael F. Easley, Governor
William G. Ross Jr., Secretary
Cl) r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
.1 1
August 1, 2005
DWQ EXP No. 05{397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Development Company
Attn: Mr. Brian Perry
5600 Rock Service Station
Raleigh, NC 27603
Subject Property: Flat River Estates Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Perry:
On July 27, 2005, the Division of Water Quality (DWQ) received your application dated July 21,
2005 to impact 109 linear feet of streams and 8,077 square feet of protected riparian buffers to
construct the proposed Flat River Estates Subdivision. The DWQ has determined that the
application is incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information in order to process your application to impact protected
wetlands on the subject property. Therefore, unless we receive the additional information
requested below, we will have to move toward denial of your application as required by 15A
NCAC 211.0506 and will place this project on hold as incomplete until we receive this additional
information.
Please provide the following information so that we may continue to review your project:
1. A site plan at 1" = 50' depicting diffuse flow measures. You have indicated level spreaders
adjacent to the road crossing, but have three additional drainage points on the plan that
require diffuse flow measures (CB 3, 3, and 4-two drainage points were labeled "3").
2. Please provide typical details for the diffuse flow measures and the inlet and outlet
velocities.
3. Please provide an original (and four copies) signed and notarized Operation and
Maintenance Agreement for the level spreaders and other diffuse flow measures.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the
above information in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect
review program for your project, then we may have to return your application and have it reviewed
through our regular 401 Water Quality Certification Program.
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
No;tltCamlina
401 Oversight/ Express Review Permitting Unit lll'llrld?If
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.ne.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
r Flat River Estates Subdivision
Page 2 of 2
August 1, 2005
are not authorized (at this time) by the DWQ. Please contact Cynthia Van Der Wiele, Ph.D. at
[e-mail] or [phone] or Cyndi Karoly at [e-mail]
or [phone] if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBKlcvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Filename: 0501397FlatRiverEstates (Person)EXP+hold
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at al times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWO of any problems with the system or prior to any changes to
the system or responsible party. _
Print name: K e- 1--le Ve /o /-) E r1 l?i ?4 /er??
Title: Dl,, n C- II /
Address:
Phone: G ?- 6
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president
I, TOPW A . 7"158/- ,a Notary Public for the State of NoZ T N- cAQotj,,)A- ,
County of J,?Akr- , do hereby certify that •'!?
personally appeared before me this ?W day of 5-, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
titttttt;?t?aat?e?
s NOTARY
***
PUBLIC
SEAL
My commission expires 11 12-31200'6
Page 1 of 1
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : r-LAV Q L)t'2 OS r A fr__S -
Contact Person: 'S' o H >J T- El Phone Number f q 11) -7 11 - 18SY
Level Spreader ID: _j* I
Level Spreader Length I 1 ft
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope to %
grass
Max. Discharge from a 10 Year Storm //,:3 cfs
Max. Discharge to Level Spreader 11.3 cfs
Filter Strip/Buffer Vegetation 6 eAss
PreAreatrnent or Bypass Method PQ r - T e eArn rN i
REQUIRED ITEMS CHECKLIST
(perpendular to flow)
(on-sile and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground covert
(thick ground cover or grass, canopied forest with 10 fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and sup porting docun>enthtion is >dlached• If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stommater management plan sutailtai incpdes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure debits, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package W1 result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
r r Level spreader is at least 131 per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
T i Pre-Form Scour Holes are on flat slopes only
T f No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option DocrmerC
Bypass method is specified (it applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes. of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader carrot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Al-Ar Q I gg- C-<VAT I S
Contact Person: SO HOTEEL. Phone Number 7 7 9-1
Level Spreader ID:02
Level Spreader Length 2- ft
Drainage Area CJ. to ac.
Impervious Area C? . (o ac.
Maximum Filter Strip/Buffer Slope (o %
grass
Max. Discharge from a 10 Year Storm % • 5 cs
Max. Discharge to Level Spreader 1, 9 I cfs
Filter Strip/Buffer Vegetation & Q A SS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grouad cover)'
(thick ground cover or grass, canopied forest with ki fitter
groundcover)
Pre freatmentor Bypass Method f9f - -WA TIVIJ
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is cached. ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan sub0tal Includes
a worksheet for each BMP, design calculations, plans and specifications showlog all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal pa&29e vA result in a request for
additional information and vAll substantially delay final review and approval of the project
Applicants Initials
zr T- Level spreader is at least 13 ft per cfs for thick ground cover or grass or 1001t per cfs in tamed tom vAth leaf
litter.
r _Pre-Form Scour Holes are on flat slopes only
S', No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calarlabons are provided
Discharge to kwJ spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forte bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the msponsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Rder cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potenti* requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zane 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: Y?Ar Q1Jte l:SigTrS
Contact Person: JbH x) 1-65 1- Phone Number. - S?
Level Spreader ID:#3
Level Spreader Length Z ! 9 ft
Drainage Area Z ac.
impervious Area 10.9 ac.
Maximum Filter Strip/Buffer Slope _ (o %
grass
Max. Discharge from a 10 Year Storm 16, 6 cfs
Max. Discharge to Level Spreader &' B cfs
Filter Strip/Buffer Vegetation G QA t s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(60/6 for forested, leaf littler cover, 8% for thick ground cover).
(thick ground cover or grass, canopied forest with kof lifter
groundcover)
Pre-treatment or Bypass Method ?r Tic EA i / wy I
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been net and supporting documentation is Oached• ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete sl orrnwater management plan sub *W uud<des
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet strucbue detA a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wig mwk in a request for
additional information and will substantially delay final review and approval of the pmiect.
Aoolicants Initials
"T i Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest faith leaf
litter.
3 j Prue-Form Scour Holes are on flat slopes only
J r' No structures are kxcted in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calw1alions are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No s7rudures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested was with leaf fuller coves or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : AA r E t J£2 Es i,4 -6 S
Contact Person: ',561i y 'FEEL Phone Number 91 9 -19T5-
Level Spreader ID: --I+,l
Level Spreader Length ?Z 4 it.
Drainage Area _ "7.ac.
Impervious Area /: f3 ac.
Maximum Filter StripJBuffer Slope %
grass
Max. Discharge from a 10 Year Storm Z4.9 cfs
Max. Discharge to Level Spreader 1 CIS
Filter Strip/Buffer Vegetation G Q ASS _
(perpendccular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grad cover)'
(thick ground cover or grass, canopied forest with Iif fitter
groundcover)
Pre-treatment or Bypass Method P¢?s'-teEA-t nu:N r
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is sbched. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomwrdter management plan subrAW induces
a worksheet for each BMP, design calculations, plans and specifications show ng all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package vA l result in a request for
additional information and imll substantially delay final review and approval of the project
Applicants Initials
' T Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cls in cmopied fowl leaf
litter.
3 Pre-Form Scour Holes are on flat slopes only
-? r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forte bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
` Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up t0 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : F6AT Qt dEf- eS7ATE S
Contact Person: TotJO rEEL Phone Number. 0i I ) 7 73 -113Sc'
Level Spreader ID: it r
Level Spreader Length Z 3 Z It
Drainage Area .f, ac.
Impervious Area /, t? ac.
Maximum Filter Strip/Buffer Slope G %
grass
Max. Discharge from a 10 Year Storm /7. t3 cis
Max Discharge to Level Spreader /1.6 ds
Filter Strip/Buffer Vegetation y e 4
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick groud cover)'
(thick ground cover or grass, canopied best with Ii litter
gnwndcover)
Pre-treatment or Bypass Method OQ r- - -,,2 tA7n-,? ,
U. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is ittaCtned. If a
mquirmwnt has not been met', att ch an explanation of why. At a minirntan, a complete storin water management plan subr tlal includes
a worksheet for each BMP, design calalafions, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package vA result in a request for
additional information and W1 substantially delay final review and approval of the project.
Applicants Initials
T,T- Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 It per kts in canopied trod ash leaf
litter.
TT Pre-Form Scar Holes are on flat slopes only
31' No strictures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notar¢ed by the responst' k party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 250/a in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Documernt. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
? t ! 1
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL. SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : /:?IA-r Q i t)EZ Gs! AT CS
9- S
Contact Person: jOH1-J Tc-l'-"L Phone Number. (IJI)
Level Spreader ID:
?? ft
Level Spreader Length
Drainage Area S' d ac.
Impervious Area D, ac.
Maximum Filter StripBuffer Slope %
grass
Max. Discharge from a 10 Year Storm Z cfs
Max. Discharge to Level Spreader 2 cfs
Filter Strip/Buffer Vegetation G QA SS
(perpendia par to flow)
(on-site and off site drainage to the level spreader)
(on site and off-site drainage to the level spreader)
(616 for bested, leaf Wer cover, 8% for thick grout cover)•
(thick grand cover or grass, canopied forest with Ii litter
groundcover)
Pre-treatment or Bypass Method ee 6 - j e EA T/'1 CA ? )
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is > d. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomwvater management plan submit includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package Mnll result in a request for
additional information and vvill substantially delay final review and approval of the p *ct.
Applicants Initials
7''r Level spreader is at least 13 R per cfs for thick ground cover or grass or 100 It per cfs in rwopied forest wtifihleaf
litter.
T Pre-Form Scour Holes are on flat slopes only
T r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calarlatians are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for to bypass and oul els are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 259 in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option DocumeA This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
t
??F W ATFj9Q Michael F. Easley, Governor
,O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
{) ?( Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2005
DWQ EXP No. 05-397
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Development Company
Attn: Mr. Brian Perry
5600 Rock Service Station
Raleigh, NC 27603
Subject Property: Flat River Estates Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Perry:
On July 27, 2005, the Division of Water Quality (DWQ) received your application dated July 21,
2005 to impact 109 linear feet of streams and 8,077 square feet of protected riparian buffers to
construct the proposed Flat River Estates Subdivision. The DWQ has determined that the
application is incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information in order to process your application to impact protected
wetlands 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:
1. A site plan at 1" = 50' depicting diffuse flow measures. You have indicated level spreaders
adjacent to the road crossing, but have three additional drainage points on the plan that
require diffuse flow measures (CB 3, 3, and 4-two drainage points were labeled "3").
2. Please provide typical details for the diffuse flow measures and the inlet and outlet
velocities.
3. Please provide an original (and four copies) signed and notarized Operation and
Maintenance Agreement for the level spreaders and other diffuse flow measures.
Please respond within three (3) days of the date of this letter by sending five (5) copies of the
above information in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect
review program for your project, then we may have to return your application and have it reviewed
through our regular 401 Water Quality Certification Program.
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
NoC Carolina
401 oversight / Express Review Permitting Unit
Qtlltll?ly
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
i°'.

Flat River Estates Subdivision
Page 2 of 2
August 1, 2005
are not authorized (at this time) by the DWQ. Please contact Cynthia Van Der Wiele, Ph.D. at
[e-mail] or [phone] or Cyndi Karoly at [e-mail]
or [phone] if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Filename: 0501397F1atRiverEstates (Person)EXP+hold
DWQ # 05-1397 Flat River Estates S/D
Subject: DWQ # 05-1397 Flat River Estates S/D
From: Laurie Dennison <laurie [e-mail]>
Date: Tue, 02 Aug 2005 10:53:47 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. All response
correspondence is to be mailed via hard copy to the 401 Oversight and Express Permits
Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
051397 F1atRiverEstates(Person)EXP+hold.doc
Content-Type: application/msword
Content-Encoding: base64
I of 1 8/2/2005 10:54 AM
Subject: Re: EXP 05-1397 flat river estates subdivision
From: Debbie Edwards <debbie.edwards @ ncmail. net>
Date: Fri, 29`Jul`2005 15:41:14 0400
To: Cynthia Van Der Wiele <cynthia.vanderwiele @ ncmail. net>
You see the same that I can see, I do see their level spreaders (if you want
to call them that) next to the road crossing but there is also 3 additional
drainage points on the plan that needs diffuse flow (CB #3, 3 and 4) and yes,
two are identified the same. I think we also need a full size set of drainage
plans, that make it alot easier to see these discharge points.
I also think that if the 1" = 100' map was to scale, it would be ok ...that is
if the blow up is actually 1" = 501. Evidentially, the COE likes 11x171s so
that is what some of the consultants send. Additionally, Aaron Cooper will
probably doing more of the permitting since Todd P. left so he needs to know
what will be expected for our program, I think this is the first submittal.
Anyway, I know this is late and I do not know if you have already sent the
hold letter but I think we did see the same issues, sorry it took me a day.
debbie
Cynthia Van Der Wiele wrote:
Morning, Debbie,
If your schedule allows, please take a look at this project. I'll need to
get a letter out by tomorrow. I've noticed a couple of things:
1. need a site plan, etc. at 1" = 50' scale (they submitted 111=100' and
it's a little hard for me to see);
2. the cover letter didn't include
them. However, they didn't show (or
measures (level spreaders, etc.). 3.
spreaders, but no O&M agreement.
buffer impacts, but the PCN form has
I couldn't see) their diffuse flow
they included 2 worksheets for level
Thanks very much,
Cynthia
Deborah Edwards
Environmental Specialist III
401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
[phone]
SENDING CONFIRMATION
DATE AUG-1-2005 MON 18:17
NAME DWQ--WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : AUG-01 18:15
ELAPSED TIME : 01' 04"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
of w arF9 Mihad F -y. aONm10,
OG Wna- c. aou A. S-c
y Y NertD Cwtimn•oaman cf enn,w,meat andAuovat arwwrcv
Q r ALe W. Klmek. eE. Dirtemrt
f)nvim of Wa,:rQvua,r
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information, Phone tt: 919.733.0203
Fax M: 919-733.6893
Fax To: Aaron Cooper, S&EC Fax #: [phone]
Bryan Perry 919.7739331
I
Jks. Subject: Flat River Estatcs Date: Icly'27, 2005
Number of pages including cover sheet:
Notes or special Instructions:
The original will be sent in the mail If you have auesb a Dicase call Ctinthia Van Der Wiele (a 919715.3473.
sot owayal ?a?..t» Pe.^.,em- w,e
,666 Men ggMa? r rr, ppi.,gn, ryo?? Cs;p?a 3?E9i1!!0
r741 CTCImo a0ue.p!e, Sufic 2r0, 0.ipga, NM1GmMa 276x1
FMro: B1&r3}T>36l FAX?F7a16aA71tmemel: ppy,LT2a4rm a?TCMLnrls
.?u? ..
.Valurz r>y
<n ? pWpmM?Aa..mab! RWOn Fargbyw ^ •AX na ytladAeS Poet Cmearer Payer
SENDING CONFIRMATION
DATE AUG-1-2005 MON 18:14
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : AUG-01 18:13
ELAPSED TIME : 001 32"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
?G wi ? e. Ra,t m... s.rnnry
p Y ai.. w. xA?.re?
DiNiwad W.v Q.,A(•
EMPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 276042760
Mailing Addreea: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To. Aaron Cooper, S&SC Fax #: [phone]
Bryan Perry 919.773.9331
A„$, l
auglece rent mcmver est
Number of pages incl
Notes or special instru
0 on inal will be sent in t m-j uare:.taly 'L 1, nlva
ing cover sheet: 3
ioni:
mail. If ou have ase call Cvnthia Van cr Wiele R S 3471m

dDt OwnyMl6pnnmW?w AmAtl,g Un*
iZ0A,a1 PaNro ramM, A94gh,NaMCwli,
nffi1mao?aAaMm.1M, 5vile 2,T. ROkM
rhn. 91FTlr.1%841 raA DIPT,p6983/Y
An Guci O[ou.MWasi*eMeh6an E?rob,v ?'S;,p(yry
e+A!&1650
eoosis flA0/
[npryfi2a cm..,o,c.??iy/gytj6y6?i
-sax rM.?'Irla hnCxsmer....
Subject: Re: EXP 05-1397 flat river estates subdivision
From: Debbie Edwards '<debbie.edwardsG ncmai1.net>
Date: Fri, 29 Jul 2005 15:41:14 -0400
To: Cynthia Van Der Wiele <cynthia.vanderwiele @ ncmail. net>
You see the same that I can see, I do see their level spreaders (if you want
to call them that) next to the road crossing but there is also 3 additional
drainage points on the plan that needs diffuse flow (CB #3, 3 and 4) and yes,
two are identified the same. I think we also need a full size set of drainage
plans, that make it alot easier to see these discharge points.
I also think that if the 1" = 100' map was to scale, it would be ok ...that is
if the blow up is actually 1" = 501. Evidentially, the COE likes llx171s so
that is what some of the consultants send. Additionally, Aaron Cooper will
probably doing more of the permitting since Todd P. left so he needs to know
what will be expected for our program, I think this is the first submittal.
Anyway, I know this is late and I do not know if you have already sent the
hold letter but I think we did see the same issues, sorry it took me a day.
debbie
Cynthia Van Der Wiele wrote:
Morning, Debbie,
If your schedule allows, please take a look at this project. I'll need to
get a letter out by tomorrow. I've noticed a couple of things:
1. need a site plan, etc. at 1" = 50' scale (they submitted 1"=100' and
it's a little hard for me to see);
2. the cover letter didn't include buffer impacts, but the PCN form has
them. However, they didn't show (or I couldn't see) their diffuse flow
measures (level spreaders, etc.). 3. they included 2 worksheets for level
spreaders, but no 0&M agreement.
Thanks very much,
Cynthia
Deborah Edwards
Environmental Specialist
401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
[phone]
I I I I ' 2-,
p? Nt aQ.?2 .
?Ivll f ?
'1 ?'s,)

7
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
July 21, 2005
S&EC Project # 9746.W 1
To: US Army Corps of Engineers NC Division Of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Andrea Wade Attn: Cyndi Karoly
6508 Falls of the Neuse Rd 2321 Crabtree Boulevard, Suite 250
Suite 120 Raleigh, NC 27604-2260
Raleigh, N.C. 27615
From: Aaron Cooper p ? O
Soil & Environmental Consultant .A. 5 m 1 3! 7
11010 Raven Ridge Road 1ljL 2 rX Z05
Raleigh, NC 27614. '
YSt,;?; A?lf
Re: Flat River Estates Subdivision OEt?R'WATER VAUT't i .1;, , ;T
??AT10S AND STORNM?ATER 13RAt1CH
Person County, NC i ; Lt., L ,? C
.On behalf of the owners, Perry Development Company (Attn: Bryan Perry), please find attached a
complete application and supplemental information requesting written concurrence from the U.S.
Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality (NC-DWQ)
that the activities proposed below may precede utilizing Nationwide Permit 39. Please contact
me at [phone] if you have any questions or require additional information.

PRn.IFrT RI 1MMARY
Project Name Flat River Estates Subdivision
Project Type Residential Subdivision
Owner / Applicant Per Development Company
Count Person .
Nearest Town Timberlake
Waterbod Name UT to South Flat River
Basin / Sub-basin 03-02-02
Index Number 27-3-3
Class WS-III; NSW
IMPACT S1IMMARY
Stream Impact (acres): 0.01
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 109
Attachments: &Aer
Pre-construction Notification (PCN) Application Form
Agent Authorization
LISGS Vicinity Map
Person County Soil Survey Vicinity Map
Site Plan
Detailed Impact Map
Level Spreader Worksheets
$3000 Express Review Fee
t ; 1,759
2 = 328
t7o-77

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]
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: Flat River Estates Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0911-03-11-2009
4. Location
County: Person Nearest Town: Timberlake
Subdivision name (include phase/lot number): Flat River Estates Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The site is located just
southeast of the crossing of Ned Moore Road (SR 1125) and the South Flat River.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.2543 ON 78.9631 °W
6. Property size (acres): +/- 69.3 acres
7. Name of nearest receiving body of water: South Flat River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded and undeveloped. The general
land use surrounding the property is primarily residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a residential subdivision utilizing typical
Page 2 of 8
utilities (i.e. sewer, water). Typical construction and grading equipment will be utilized for
this project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
develop a residential subdivision.
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. A previous delineation (not by S&EC, was performed on the site.
S&EC revisited the site to ensure no further impacts were proposed for the development of the
site. S&EC was not provided any written confirmation of any jurisdictional determinations or
DWQ meetings that have taken place.
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 permit requests are anticipated for this project at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: One permanent impact to a
buffered stream is proposed for a road crossing. This impact includes 109 linear feet of
perennial channel, 0.11 acres of Zone 1 buffer, and 0.075 acres of Zone 2 buffer.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: <.25 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
1 UT to S. Flat River Permanent Perennial 4' 109 0.01
Culvert
Total Stream Impact (by length and acreage) 109 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Im act acres : 0.01
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 109
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Page 4 of 8
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 proposed road is necessary to access the property. The road was aligned to cross the
stream at a nearly perpendicular angle. The location of the proposed road crossing is fixed
because the engineer is being required to line up the proposed intersection with Ned Moore Road
with an existing intersection (Shannon Drive). The client requested a detailed wetland
delineation prior to site plan development in order to avoid jurisdictional areas to the maximum
extent practical. Only one stream crossing will occur on the project and is required in order to
access the property.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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,
Page 5 of 8
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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmp,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation 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.
According to current DWQ regulations, stream mitigation will not be required by DWQ
(because impacts are less than 150 linear feet). We do not believe mitigation should be
required by the USACE for the proposed project due to the efforts of the client to avoid
jurisdictional areas to the maximum extent practicable. If mitigation is required payment to
the NC-EEP is proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 6 of 8
2. 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 ?
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. V Yes ® No ?
2. If "yes", 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 1
(square feet Multiplier Required
Mitigation
1 4,789 3 (2 for Catawba) N/A
2 3,288 1.5 N/A
Total 8,077 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Mitigation should not be required because
the crossing is below the thresholds for buffer mitigation and the nronosed activitv is
considered "allowable" by the current DWQ regulations.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
Page 7 of 8
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Proposed impervious surface is 14.6%. Level
spreaders will be used at the proposed road crossing (level spreader worksheets are attached).
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.
A sanitary sewer system will be utilized for the proposed subdivision.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No r;l
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Flat River Estates Subdivision does not meet any of the
three criteria of private projects that can clearly result in cumulative impacts. We anticipate that
you will advise us if a qualitative or quantitative impact analysis is required.
XV. 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).
N/A
CL-d--- lei" _ IL21- 5
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Ail
II I I I III V III
2 ?N2 =
Q A N A
' ? H m nA ti yf?•1
HIRE BONR 212Y A'a
??.2ct
p«> IR?f?
m I5+ X444
8 i6,51 f 'T
i? ? ??Nz
'N IR? g> `? N yu N
y N =e
SOP $N
y t FIR a ?0 1
>
u?

I I
OMM
Z D
a ,3 2 N
ramp
I N?
00
o /' / 8Q
1
I I I I I I I I I I 1 1
?$_ MUMS mg / ? X1 1
$QEgA?la IQ~r5a ,Q 4
p$pna > g-, Ire
V ?
N ? N?> C L• S Z ?? ?G I
r`G" Je?9
r NGkm ° Be
oz ?? 1/u
291.29• <I I
u
II II ? N ?
II i n ak <
i I ? zso.so ?
° 8Q L ti
I i of ?' R ° ' N
? O
I ? 289.6 45 g. R f+'?.o
a 1
B iA 1 1 R? o f 106.2.
1 I 89.98
N N
s„
(] N
? yC.,
M , r
oI / / 2 / w
CIO
P?
s
/ ?. R pow /9e/•
/ /• / ' _-,.?--?" p ??' _ '?'s 62.8 •
1 192.
6.2
? / .09YL t ??•? R O yo 14 .35
> e N N ` ,
?s
Y RP? ?? ? ?? t R N
1 Pn G?$ $? ? 9L'l8Z 'LO `16
g z o ° £L'6lZ 5L Z££ ?_ ?A
o ? ? y '99 G 2 s•
?° p+ Spa
> ' g n O O b N
0
j N •6,• R oo N (? i
as.a? 7e
0 A Llb
2
60
9 49 8
0 _ N
N
Lu y ^ v n N ..,1
R ° . R
A
v Z$ l
? ? ? ? 9 1•Y z
[ In z a i l'Y l
z ?; n
=a ?? a A
. ? ? g ell ??
_ 0
14
0 r (n '' ° ° ° o o
0
z

s
?'Fti ?? \ \ 1100 1
c
N N 4 /
N 4 !' /
1 by Y'I M
•zz? / /
p /'g0
I
N ? I
o r? >
R ? I
1 N
1 I u?
? y?5
/, h7
O
1 Z A
I-- m N
rn
c I
1
1
I + Z
,19 6££
,89'98
1
1 ?
?N
u?

1 ;3
-0
?r
? v
i
H
O
ti
M
f
i
8
's

B

4
8
i 409.0 - - - , S - -H - - - - - - -

Sl 8 ? r

I-
h
c+ -
503.5
. _
,49 _

5n9

324.7
I
1

3 -V
7
324.4

24
- - - I - a , r

527.2

525.0
I I Sir
I ? I

I ? I
ue.•

.e
ffi
MAXT- { II

-

-

_
\
I \

zS3
I 4
e
2. 0

i ?
329. _ :
N? _
\
\ i g

95

575.4
_ ,

579
4
M 10.
-
I
.
_ e.

34 e ry ?
545. e

330.0

SHEET 3
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVEYING
319 04APANCKE MAD RMD04 NC 2760.7 RAT RIVER ESTATES SUBDMS/ON
Nim TEL 919 779-M5 FAX 9t9 779-,esl OWNER : ALSTON CHANNING YOORE .R.
&IMV p DATE SURVEI£D BY JOB FLAT RIVER TOWNSHIP NORTH CAROLINA
SCALE 1'-w DRAWN BY PERSON COUNTY OWNER
REVISIONS - PIN 0 - 0911-03-11-2009.000
s?
20Z
I J ? m
sM
>?
m M
B A
.4? c-
? A
0
I ?1? m?? ?-,aD?
N p {y)
?8 I 1 N?? ??o?A

:.J
r
v

u 4! 1
H m
-A
w?
?D^
23P ??
om ?O?
aa N
pop
m ?? x
y X88
ms
<t
oo M
refs ``t`'? t sip`
j._ t , l _? 'l T t 1 f7!
Tr
\ p f.
'\\
C&t'`Cfi . C'J i l (?5 i ?,?V •?l S?-C..?_?-//?' .__?
j
fit
'Jol
?? ti? ? ? ,. ??? _' r ? l % • ? ?. -' ? ? ? is s ? s! ? E ? '_ ? 'S
%
Le7i II v \?J? y I lt?! -`? $. l( + 1?1 .52 ?tl
lj:?. f, '^, . / i\ ? '`,1 j r,/ ? '.. `• ?? 1 ,! ; ??; \ ?2 ?? ? i ? jJ".-? --?;C??.?sl ? -?-<1,='S?i? ,? f ??
r .;? ? rte`' ( x \ ,
? ?,? ??{I r ? _ ---? ' / ? ` z',{-y 1 ? ,y.? ?`? ? ? •1 ???1 ?t(??i? ? L_? At, ? ? t ? St4 / ?'n? \ ?-
?,//,? yriljJ s ? ?il r ? ti ?? ?(?'\? ?, ?r? ?„- kr ,'/??4?'jr?.,,..1? ,i ?'??fbs¢f( •!\? ?
'Ci
i 1? ?r r? r jh'
i . ? ? r . ?! n = ?: t \ ` . J?j,` l ? trf' _? ? I r. ? t ?;? `^. \: ? ,<? .? l". ?"/re
i
scb ??
•?U? U
9°W t\ ( Q
Name: TIMBERLAKE Location: 036.2605987° N 078.9663123° W
Date: 7/21/2005 Caption: Timberlake Quadrangle
Scale: 1 inch equals 2000 feet Flat River Estates
Copyright (C) 1997, Maptech, Inc.
/ Hf6 APB APB r jCJ iAP6 ??1
tl APB ? Hr6 uas 4?
a - ? t 2a
1 GeB
V3 - ? GeB ?`?a '= GeB t; GeCr _
t
APB VzB HfB
? ? •, ._ Gt82
, HrB 4 Ge$ :_ ?
6
?? T? o l Hr8 Orb
Z GeC
ac
GeG r? Hr8
azs VaB
- t
VaB Cw GeB., nz? x
HrQ Cw t; GeB
Hf8 - - Va3 HrB Gf82
Hr8.
f ?a ?ieQ V'P
W \O f
aC Va8
1-if6 GeB _ CeC f f?rB i
l VaC? 3 f:` HrB de e GeB
H _ •i
- ? m v^ ? Lg8 r t a
r • -.- ? r ? S '?_ Gie ???? tfir$ ?nC '$ .
# s £rf } s ?x kith ' ?' `
VaG u? w t $Y o
6e 1 GeB ? 1 gB
4 B
a0 GeC w i Ge6 a Cw
1( Z OrB " to
Ge0 L -Va6 _Hf6 ? 4 r? S8 ?
zr de Q yaC f Y86 `-GeC CY?_ ?`? ? ? , a ? _ bCi
GeC - c r, :. HrC _ -t
AP8 GeC GeB: 1 z GeB I
gB GB Z
Q aB Ce6 VaC Gf82 F t ! 4 \? GeC
1, '21
VaC G a k y r6 Y
?AeB Ge to GeC C
Cw C? G? o ? GeC GeB.
i ?z? G T GeC
GeB V y>0 ?? Gf82 ?
Va6 '- r GeC}\
/ / v? ?• l
V :. GeC;: - Ger -:GeC _
Ci G°eC GeB j- CoF a-
G fl e?. Cz` .'Gor - Ge3
?, o:GeC i GeB"
_ Ge3 o - G7 //// -
Ge8k f Ge3 F- ??'+\ l /
Hr8 ?, O9 GeB
Ge3 ? `
HrB' GeB
?- 11[5 1 OC' GeC .L B ?..f
I L€! ?Ce6 i-' HrG? ?I GzC LgB \ g l
4 GeC GeB o ° Lg8 GeB P i
eB a O p - c7 -'t9B GeC <' .
Ge6-,..' GeB Cw
Vr. ?25 GeB GeC. 'y GoC.. GeC C7
6. ?Wf7?e6 4?
.
Ge6 GeC Hr$ Hr? m?
Project 9: Scale: Figure 2 - Soil Survey
9746M 1:2000 (Sheeti1)
Project Date: Soil & Environmental Consultants, PA
Mgr.: AC 7121/105 Flat River Estates 11010 Raven Ridge Rd.- Raleigh, NC 27614
Perry Builders [phone] • [phone]
Person County, NC Web Page: www.SandEC.com
DWQ Project No.
OMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : FLT -r E m oE2. Et1RTC
Contact Person: -ab KLJ T6Ee. Phone Number: Ott ) 719-iar.S
Level Spreader ID:.
Level Spreader Length 2!1 it
Drainage Area 0.4 ac.
Impervious Area 13.7- ac.
Maximum Filter Strip/Buffer Slope . fo %
grass
Max. Discharge from a 10 Year Storm 2-1(0 cis
Max. Discharge to Level Spreader 2.110 cis
Filter Strip/Buffer Vegetation GRrss
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with Iaf litter
grounndcrnrer)
Pre-treatment or Bypass Method PEE-TREATMENT
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is shed. If a
requbement has not been met, attach an explanation of wiry. At a minimum, a complete stommwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
TT' Level spreader is at least 13 it per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
S T Pre-Form Scour Holes are on flat slopes only
'i r No structures are located in protected burffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass it: designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone i of a protected buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following infonnnation): .
Project Name : rLAT 2 t dF,2 Es rP T,6
Contact Person: So?L3 Tea L, Phone Number: Lq +4) 714 -?E;'? S
Level Spreader ID: _
Level Spreader Length 1497 ft
Drainage Area .7. 51 ac.
Impervious Area o • Z. 9 ac.
Maximum Filter Strip/Buffer Slope (` %
grass
Max. Discharge from a 10 Year Storm 11,34 - ds
Max. Discharge to Level Spreader I /. -?4 ds
Filter StripBufter Vegetation CAMS
(perpendicular to flOW)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 6% for thick grow d cover)'
(thick ground cover or grass, canopied forest with Imf Ater
groundcover)
Pre-treatment or Bypass Method Poe -T fEAT,1 J. J7
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is sttacned. If a
requirement has not been met, attach an explanation of wiry. At a minimum, a complete st>Dmnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet strucbue detats, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional intimation and will substantially delay final review and approval of the project.
Applicants Initials
T ; Level spreader is at least 13 ft per cis for thick ground cover or grass or 1001t per cis in canopied Crest with leaf
litter.
Sa' Pre-Form Scour Holes are on flat slopes only
.Y t No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fifter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in ibrested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass I designed according tD the Draft Level Spreader Design Option Document This potently requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
USACE AID# - -? DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET LAQ0
Provide the following information for the stream reach under assessment:
1. Applicant's name: P??rv t7eLy2ln Ark
3. Date of evaluation: 7/15 /OS
5. Name of stream: - llT U Ffo.4- 2(ier
7. Approximate drainage area: K/A
9. Length of reach evaluated: / 00
2. Evaluator's name:
4. Time of evaluation: 10
6. River basin: Net.tse.
8. Stream order: a.
10. County: Pasn n
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): tt-low} k ,'j P f (SAPS
Latitude (ex. 34.872312): 3&, a5 'Y 3 Longitude (ex. -77.556611): -19 . 3 f
Method location determined (circle): GPS opo She Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Pctr~ ke.l to &- fykooa a oc c? ??2 1125)
14. Proposed channel work (if any): W.1 A-
15. Recent weather conditions: SUO/Jr!/
16. Site conditions at time of visit: m 1d1^11
17. Identify any special waterway classifications known: -Section 10 Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters X Nutrient Sensitive Waters ,Water Supply Watershed 9(I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES 0 If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YF NO 20. Does channel appear on USDA Soil Survey? ?WNO
21. Estimated watershed land use: L% Residential _% Commercial _% Industrial _% Agricultural
gO % Forested _% Cleared / Logged _% Other (
i
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: -Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 101/6) -Steep (>10%)
25. Channel sinuosity: Straight -Occasional bends Frequent meander -Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 7,7- Comments:
Evaluator's Signature-- Date 7?S
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POI NT ItINGi' ,
# CHARACTERISTICS SCORE
_? Coasfal ( Piedmont ._Mountain ;
1
Presence of flow ; I
n persistent pools In stream
I
0-5 0-4 0-5 3
no flow or saturatio
= 0; strong flow = max points)

` Evidence of past human alteration 0-6 0-5 0-5
extensive alteration= 0; no alteration = max points)
3 Riparian zone 0-6 0-4 0-5
no buffer = 0; contiguous, wide buffer = mar points)
4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4
extensive discharges = 0; no discharges = max points)
.,a 5 Groundwater discharge 0-3 0-4 0-4
3
d no discharge = 0; springs, seeps, wetlands etc. =max points)
"
6 Presence of adjacent floodplain
0-4
0-4
0-2
c/]
(no floodplain = D; extensive floodplain = ma?ints)
- d
7 _
Entrenchment / tloodplain access 0-5 0-4 0-2
dce ly entrenched =,O; frequent flooding = max points)
8 Presence of adjacent wetlands 0-6 0-4 0-2
(no wetlands 0; large adjacent wetlands=max points)
-
Channel sinuosity 0-5 0-4 0_3 3
(extensive channelization = 0; natural meander - max ints
10 Sedimentinput 0-5 0'-4 0-4
(extensive deposition= 0; little or no sednnent max points)
Size '& diversity of channel bed substrate { l?
(fine, homogenous = 0; large, diverse sizes =max points)

12 Evidence of channel incision or widening 0 5
d
0
0-5 j
(deeply, iincised= 0; stable bed & banks= max points)
-- - -- - _
--

13 Presence of major bank failures
0-5
0-5 ?
0-5
severe erosion == 0" no erosion stable banks = max points)

14 Root depth and density on banks
- 0-3
0`-4
0-5

F.
(no visible roots = D dense roots throughout = max points) 3
1
? Impact by agriculture, livestock, or timber production
0-5
0-4
4-5 A
LA
(substantial impact -0; no evidence = max
x7ints

16 Presence of riffle-poolfripple-pool complexes
0-3
0-5 ?
0-6 } f

(no riffles/ripples or pools = 0; well-developed max points) j
_
Q
17 Habitat complexity
0-6
0-6
0-6
_
E-? little or no habitat= 0; frequent, vaned habitats max points)

W -

14 eo --
Canopy coverage over streambed

(no shading vegetation - 0; continuous canopy mar points

()-5
1

0-5

0- S

?9
Substrate embeddedness
NA* _
0- 4
0 4
(deeply
embedded = 0, loose structure = max)
-

20 -
Presence of stream invertebrates (see page 4)

0-4 -

0-5

0-5
no evidence = 0; common, numerous types = max poiuts -- _--- ,
21 Presence of amphibians
0-4
0-4
0-4 Z
O
-- - (no evidence 0; common., numerous types = max Points o
a
O
22 Presence of fish
0-4
0-4
0-4
Q
p (no evidence 0; common, numerous types = max points)

23 of wildlife use
Evidence
0-6
0- S
0_5
(no evidence 0 abundant evidence max }x?ints)

_
-

"
Total Points Possible 100 100 100
TOTAL, SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: _ Pe! r y? d-,y; -? ,??cle?ppClS
Address: 2 21 3 F/ f .'s C hr___ ne f Qc?
r?r ,-?? ?y C 275CJ 3
Phone: _ (9/ a) 77q- 3-Z 3
Project Name/ Description: Fl?f ?'?er ?sf?/es S&EC Project # QZ4(o•
Date: 7?LS?05'
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Andrec, upc d p-
Field Office: RoA el,, 1,
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemenol information in support of applications, etc. from this day forward. The 2-7 day of
J?Jy OS
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
7r 3 4 i-, r.? c
Print Property Owner's Name
roperty Owners Signature
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
cc: Mr. Aaron Cooper
Soil & Environmental Consultants, PA
JUL-26-2005 15:45 FROM:DWID-WETLANDS 9197336893 TO:98469467 P:2/2
Cr'O? 1'??1TF9QG
omwa
Q Y
July 27, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Perry Development Company
Attn: W. Brian Perry
S600 Rock Service Station
Raleigh. NC 27603
Mchael F. Easlcy, Govembr
wilriam G. Ross Jr, secretary
North Carolina Department of Eavironment and Natural Resources
Alan W. Minxk, RE Director
Division of Water Quality
Project Name: Flat River Estates Subdivision
o ? 6z, Person County
Q !(S? D
JUL 2 7 2005
1 WATER 3 ?7 WETLANDS AND S i OR W TER BRANCH
05°
lfw
Fax d#: 919-773-9330 PA VP,.3 ENT
Subject Property: Southeast of the crossing of South Flat River by Ned Moore k?tp-9125
Bear Mr. Perry:
On July 26, 2005, the 401 OversightlExpress Permitting Unit of the Division of Water Quality received a
Fax/email request from Aaron Cooper of Soil and Environmental Consultants regarding a project.1mown as "Flat
River Estates Subdivision" for. acceptance into the Express Review Program. This letter advises you that your
prtject will be accepted into the Express Review Program once the following items are received:
1) The application fee of $3,000L00 [made payable to the North Carolina Division of Water Quality];
2) Five (5) complete and collated copies of the PCN application; and
3) Five (5) copies of all additional information pertaining to this project.
Thank you for your attention to this matter. Please ]seep in hound that the clock for this project will not start until
receipt of the completed appli.catiott package and required fee are received.
i
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733.9721 or Cynthia Van Der!Wiele at 715-3473.
Sincerely, ,
Ian. W. Klimek, P.E., Director
.AWIVcbk/cvdtw
cc: Raleigh DWQ Regional Office
File copy
Central Files
Aaron Cooper, S& C, 11010 Raven Ridge Road, Raleigh, NC 27614 (fax # [phone])
i
i
Filename: 5:12005 Express Acccptanec lettmNFlat Rivcr Estatcs Subdtvision.doc
Nom Carolina
401 Overslght / Exp*m RPviP.w Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27899-1650
2321 Crebtras Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]/ Intemet: lattpJmZA.r nl state.,nc.,us/nc.?.etlands,
An Equal Opportunly/Affirmative Action Employer - 50% A`9cycied/1001* Post Consumer Paper
O?O? W A?QG
r
o -c
July 27, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Perry Development Company
Attn: Mr. Brian Perry
5600 Rock Service Station
Raleigh, NC 27603
Fax #: [phone]
Project Name: Flat River Estates Subdivision
Person County
Subject Property: Southeast of the crossing of South Flat River by Ned Moore Road (SR 1125)
Dear Mr. Perry:
On July 26, 2005, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a
Fax/email request from Aaron Cooper of Soil and Environmental Consultants regarding a project known as "Flat
River Estates Subdivision" for acceptance into the Express Review Program. This letter advises you that your
project will be accepted into the Express Review Program once the following items are received:
1) The application fee of $3,000.00 [made payable to the North Carolina Division of Water Quality];
2) Five (5) complete and collated copies of the PCN application; and
3) Five (5) copies of all additional information pertaining to this project.
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733-9721 or Cynthia Van Der Wiele at 715-3473.
Sincerely, 69 4,? , 0a4tQn Ian W. Klimek, P.E., Director
AWK/cbk/cvdw
cc: Raleigh DWQ Regional Office
File copy
Central Files
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614 (fax # [phone])
Filename: S:\2005 Express Acceptance lettersTlat River Estates Subdivision.doc
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
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
?atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION b
DATE • JUL-26-2005 TUE 15:45
NAME DWQ--WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : JUL-26 15:45
ELAPSED TIME : 00124"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
Op WA7F9 MICNSIP.9akY-C^'a+^R
O? ?G wuaoo Pre, k. s?.as,
y C . nonec.onr.nRawmlor?vf,mn?..,ewn..lrw?o
H Inn w. K6mrl. P E. bbrotla
O Y Di.i3oe of WaxtOmaly
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting [bait
Street Address: 7321 Crabtree, Boulevard, Suite 250
Itateigb. NC 27604-2260
Mailing Addr em., 1650 Mail Service Center
Ra;eigh, NC 27699-1650
CoamtlnYormatlon: Phone#: [phone]
Far #: 919-733-6893
Pax To: Aaron Cooper, S&EC Fax #: [phone]
Bryan Perry 919.773.9331
Subject: Flat River Fstates ! Date: July 27, 2005
Number of pages including 'cover sheet: 2
Notes or special instructions:
IlL49LSg1F!?I will lx scat in the mild if .ou ha a questions ?easc catl C?9t!ila Van Der Wiele ? 919.715 73.
IOI Ow?aMlf Etpra• Fvr[n Pcnnlbq VnR
2iQ1 CNbb9t abaltMN, ai4 9L0, Paplpq NOnb 0ib114 $7004
Ptns. bt?]IitFfi lFNt9t4F3}®43/artam•t me+?mr.^a" o
c?c•. '
c?,ylayp?.My(paimMW.Arim Flrplbyal-6flt Pbryclad'1T: Pa1Cms?mif Pepel
SENDING CONFIRMATION
DATE JUL-26-2005 TUE 15:44
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : JUL-26 15:43
ELAPSED TIME : 00'47'
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
? t1'IQrF
9
0
o Micficl p. Pyhy.Vmiwry
h V tlum fi xcq h.. 3eocuiy
7HUl'aW
h
d H
R
t r
mA(O
sr
vemcnl an
ar,L
rypMC[a
Q 'C Ah'
W. R&m -P.E. n?ncld
' D1Ndon0lWaM:t Qo.Yq
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh.NC27604-2260
Maaing Address: 1650 Mail Service Center
Raleigh, NC 21699-1650
Contact Information: Phone #: [phone]
Fac N: 919-733-6893
Fax To. Aaron Cooper, SPEC Fax #: [phone]
Bryan Pcrry 919.773.9331
Subject: Flat River Estates Date: July 27, 2005
Number of pages including cover sheet: 2
Notes or special instructions:
The oddral will be scot in the U24. If you have questions pkase call Cynthia Van Der wiele (? 919 715 3473
a01 O? *hu Fq .A-,,.r P..?V UM =Z
23211 Cn10 'M a -d 9ek 9 'Q50. .U 0. WO UW?" 27080-16 20301
°0772 17I F91= f 6-=t or¢ 91472117[81 1X 91 37144947 Oft Mengr t'.NC!!92J.rn-s r.,._I_?
A9 EyW ep9"Albmi Ada FffOW - -Wb/0.^C MPori 0- PW9
07/26/2005 13:56 FAX
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXI'RESS PERMITTING UNff
September X, 2004
Version 3
Applicant Name:
121001
tp 95°1391
7 . ?" GE
wim-J IML-i
Applicant Address:
1^ (,-,o
L? 77c?33/
Applicant's phone number: -Lq-19)- Fax number:
Applicant's email address: MIA
Consultant Name (if applicable): t= C
Consultant address (if applicable): _ _-I-M
Consultant's phone number 14Iq,) ?'f(o-6gC6 Faxnumber: 9tQ _4fo U 7
Consultant's email address:
Type of action requested under the E:-,press Review program (check all that apply):
R( 401 Water Quality Certificati0f, ? Stream Origin Detennination
? Isolated Wetland Permit # of Determinations Requested
,?' Riparian Buffer Approval
Q Stormwater Management Plan
? Mitigation Plan
? Intermittent/Perennial Determination
# of Determinations Requested
? stream ? wetland Q 1 puffers (check all appropriate)
Name of Project: ? I c,+ S 5 S ub ? t J i S i o a County:
Total project acreage: "!' (oq •3 (acres) Total built out impervious area: Y4- lobo (acres)
Nearest named stream (from USGS topo map): w V-(a R..!
Please provide a brief description of his project (attach site plan if available):
I ` ,S` f1
Please attach a map of site location tying USGS 1:24,000 map and county soil survey-
1
JUL-26-2005 TUE 12:21 TEL:[phone] NAME:DWQ-WETLANDS P. 1
0,71126/2005 13:56 FAY
Location of project site - please includ,; reference to the county, nearest name town and highway number.
PUper -
proposed impacts:

0.01
D
-r D°I
Z1; -178q 7-2.3 rig
Acres of 404 wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
[a 002
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. ,i?E:xp s Ray'
and
Has any DWQ staff visited the site? 1.16 --, if yes, please provide DWQ staff name,
date of visit: --
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
wP q S
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
Does this project require approval of a Variance from the NC Environmental Management Commission.
Are you aware of any local controve" sy concerning this project? If so, please describe the controversy and any
m"sures that have been taken with respect to public involvement.

This form must be subnnitted via entail (c/o 401e gress(@agmail.ne--O? faxed (919-733-6893) or hand-delivered to the
Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax within 2 days. Successful applicants will then be instructed
regarding detailed procedures for full application (Please Note: Submittals of the review packages on Friday after
12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
JUL-26-2005 TUE 12:21 TEL:[phone] NAME:DWQ-WETLANDS P. 2
07/g6/2005 13:56 FAX
Projed1: s?aia: Figure 2- Soil Survey
9146-WI 1 "MO (Shedd I i
Mgr.: AC 71211105 Flat River Esc ates
Perry Buil&=
Person County, NC
Z003
Son & Environmental Consultants, PA.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page. www.SandEC.com
JUL-26-2005 TUE 12:21 TEL:[phone] NAME:DWQ-WETLANDS P. 3
07/26/2005 13:57 FAX 0004
i 'i•1 I
' f r ! ,
a
j
,IS
is r, ? ?? 7,ti... wr 1 `.;,;.'. ? r l_ ?. '•`*? l?' !S. f ? iti
rr I 1 J/''fi1 !, 1 ? ry ???. 1? C '- ?' ij, ?.? t?r -? - I• o,? t ?•; ? r •?? ?,I
t(?? 1. ) r tt n. .'! : ! ` 1 ' .^7 ',7„'.''1?!?.: "I''?wt `,,.M1 r '?ly ?' •..+',--, }C- t J ? '? ` ;,
1lY:Y f) ? }I T??11 lr+.?r1?'1.?. !i ?. I') ?? 1Fq'. ? ? I ?I % ,,?^ • _, 4.. ?' yf I ???? ? ! y ? f....r ? 1,? ?ll? •i •M'G"fl >??'f
r..i ?h+ _f^ ?! .1 i1.5f 1 'r?fl,''7:r ,t\1'-.t .,'I] rat E.fY.I' 1{`3`lr 'O ;:? ?r ??. .? (' ! .,•1
1: ?? ? ?•-.? I. - ? 1 1 ? (1-. I1 '!? \? ??J?M ?_. .. .,rte ???
:?•? ? ? ?, °) f ?r ., .?`-'? "V ? ,,f1'rwti^ t .r l 1? -7 a '?',•., ? I, ly??y`? .'.?''l} .' Y.. t '??cL
--?'}I ? s„?y`-- a ?+ - I} •''tsi +? ? ?1,? i IJ/ r;J'? tp (• ,f ?`• ?' r??/, j .? ? ? .'} ? .?? 1;,

. it

ti . tt `
i
i
O

tyrL. I

.1 a. •'1 .r 1

4 fl ? L! 1 ' l..
' t r
?• ! .r
IS;
9'
Location: 036.2605987° N 078.9663123° W
Name: TI: Caption: TimberlakeQuadrangle
.1A/1G
JUL-26-2005 TUE 12:22 TEL:[phone] NAME:DWQ-WETLANDS P. 4
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. f
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
II.
Processing
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 ? Express 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 Man }? r r-\
Environmental Concern (see the top of page 2 for further details), check her ? fl It
Applicant Information
1. Owner/Applicant Information
JUL 2 7 2M
DENR - WATER QUA; iTv
WETLANDS AND STORZYATEk Brun; it;ts
Name: Perry and Davis Development Company (Attn: Bryan Perry)
Mailing Address: 2213 Ellis Chapel Road
Bahama NC 27603
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: Aaron Cooper
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: acooper(2sandec.com
Pagel of 8
~
i \
~
l ~ o~ ~ -_.~l~l~
ti~ \ , ti~
~
~ ~ \ , ~ _ ~
f
~9 i , / ~2 ~4. H CK A
, ~
IT , ~
~ ~
x ~ 6! xs ~ - - .
/ r ~ r'" ~ i

~ ~ f s ~ ~ ~ i ~ ~
f
i \ ~ /
i I~•. ` \
~ ~ 1 ~s~:y. i ~ \
\ ' ~ i /
~ ,LL ~
V`` ~ `
p ~ \ ~ ~ ~
o ~ ~
0 ~
~
0
= o 1 > L, r~r.
SCALE: 1 = 5 0
;t F,~
LINEAR FEET OF STREAM 109 LF
® WETLAND IMPACT AREA 439 SF, 0,01 Ac. INTERIOR BUFFER AREA (ZONE 1) 4,789 SF f) f
EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF • = 50 .1 ALE

a
/ , ~ N
i ~ ~
/
V ~ N 0~
O O
1
I rn
V 1
O •

a
\ ~
. ~ \ . \
_
_ ~ ~
~ \
. f

\ ~
'~?~,;,r, . ~..w. r ~~u~?'
;4~ ~N RO
~~v ' (i
,o, oFESSio ~z :
~t ~Q SF.AI.
22024
f? ~ » > , F
_ H41NE~ P~.` `",~yq
~ /o ~S
SHEET 2
STEWART-PROCTOR,PLLC SITE PLAN FOR
1sr CUSTOM BASIN DRAINAGE AREA C I FLUSH 410 F? Q10 FACTOR LENGTH LEVEL SPREADER ENGINEERING and SURVEYING
cI A RI R ON
no u~ z c en n ~ ~i z me 1 VLSI AT S R U O6 1~ Lfi u, 319 CHAPANOKE OAD, SITE 1 A
~,U ff I 'j. Id MU. U. 't.1 I I I..! 1,f J CB #2 0.6 AC. 0.50 1 1.94 CFS `'r I) I,! i-r RALEIGH, NC 27603 ~ w 34 CFS 13 2 26 , TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
CB 3 5.2 AC. 0.45 1 16.8 CFS .8 CFS 13 #3 219
CB 4 7.7 AC. 0.45 1 24.9 CFS CB 5 5.5 AC. 0.45 1 17.8 CFS ,.9 CFS 13 4 324 PB-JR-PERSON NORTH CAROLINA DATE 3-3-05 SURVEYED BY OTHERS JOB .8 CFS 13 5 232 ' 1
CB #6 5.0 AC. 0.45 1 16.2 CFS .2 CFS 13 #6 211'
SCALE 1"= 50' DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY DWG. N0.
REVISIONS 1 - PIN # = 0911-03-11-2009.000

j N
1 ~ 15387 ~ \
\ i i
r ' 1 RECN
i ~ I 93 ~ RE CN
1 6115
i , ~ ~ ~ ~ ~ 1
0 02'
~ 317.62'
r ~ ~ ~
f \ \ S
~ ; RECN 1 ~ \ ~ FA ~s n
5736 i ~ s o,~
' \
1 ~IUG 1 - - ~ ~ 2005 \
\ ~ nErv~ ~ ~~ar~
~ ~g0 ~ ~ V ' ~ANDSANDST ROUaLiTr ~ dRMWRT~R BRq~F
i i \ \ _ 1 ~ Qj ~ 1
' I i \ tk~ ~ ~
~ I FE ~
f / FEM 1 ~ 3.s2 ~~Mirs M (I R ~ ~ Mir Fc ~ \
ac / ce A( \
i ~ ~ \ _ ~ - .
112. ~ - - 30
i \i 4 E 100' NEU PR ADE SE RIVER ~ BUFFER
\ SEE SHEET 2
CB SO 0
r EVE ~ 9 1 6 R ADE 9 ~ 6 ~ ~ - ~ • S , ,
•S , SEE SIB 2 ~ ~ \
q.5 ~ 44•
~ 5
~ J ~ ~ ~ , ~ 4.
~ ' 2 p~, w
~ I ~ ~ ~ ~J ~
A~ N 0)
G 0 ~ ~ Sp i~ N 29
0 ~ Q ~ i~ ~ ~ ~ ~i ~ ~ ~ , ~iy
v ~ ~ NF ~C 32 F 2.26 ac
~ ~ Q ~v -l ~ 1.51 ac 2 56
~ ~ c'
O~ ' t. v Q' 287.45 ~ ~
~ / ~ / V / ^ RECN O 1 171
~ ~ ~ ~ ~ ti 20 ~ O. N 18 64
i v t: RECN - ~ 29 ~ 2 ~ ' N rn 8 i ~ 1.24 ac ~ 2.8 1 ac
1' 0 ~ 5200 ~ 1.01 ~ ~ 1
i / n1 ~ s ~ ~ % ~ r ~ \ ~ /
1 ~ ~ ~ ~ ~ ~ 3 1 j ~ ~ ~ +
1.00 ac ~ ~ 18 N 3p p, ~ ~ 0 333.12 42
/ ~ ~ 'V ~ 8g ~ N ~ .
/ ~ n1 c8 21 I G,
2 ~ 27 ~ 1.00 ~ ~ ac - m
I 2 ~ Q ~ 2~ Q ,p a a r--- ~ 1 ~ " r,~ ~ ,
~ ~0 / ~ ~ ° I ~ ~
I / i ~ M' 3 ~ 1 ~ ~ a 0 .52 c
~ \ I ~ / ~ LEVE ~ 9/A 0 , ~ • 8 , ,~h .8 , o. ; ~ 8 ~ 1 ~
~ PREAD k ~
/ SEE SHE T 2 ~ ~ / 26 22 ~ ~ S / / ' ' 60
' ~ C 1 / ~ Sp ~ B# , ~ ~ 1 ~ ri 6a .00 ~ 1.00 ac ~ 6~ . ~ h ~ 2
4~ , .47 ac • O' ~ N
F ~ ~ EMA /~n ~ooy , NO- O ~ ~ ,
/ u R Mfrs F( I ~ ~ 1 J ~
I \ / I A 24.57 \ ~ • g W 16 r
~ _ i / ( - I~ N 25 23 ~ ~ ~ 1.0 ac i
~ ~ LSE 1.0 25 1.02 1.01 ac ~ ,
C 2 _ Q o 2 EAE # ~ ~ 1 ' 1.02 ~ ~ 1 ac ~
E S~iE T 1 Sp ~ ~ 1 I ~ 0
0 , - i, ~ 234.35' O /J ~ 1/ ~ , .220, E i
I / ' , 212. 21 ~ ; ~ 5.08 5
1~' i 91 LEVEL SPREADER DRAINAGE AREA C I~,{~, Q10 FACTOR LENGTH LEVEL SPREAD R ~ , ei rt ` 2.91 24 50 ~ ' - REC
1.00 ac ~ s N - „ I
#1 3.5 AC. 0.35 7.2 8.80 CFS 13 115 ; H-% ~ 2 _ , H C ~ #2 0.6 AC. 0.35 7.2 1.51 CFS 13 20' f IT , iii; - ~ ~ p , 15 ~ 17167 i~ 0 ~ ~ ~
3 5.2 AC. 0.35 7.2 13.1 CFS 13 170' ! ~ " ~ 2 6 # ~ 15p , '83' ~ 1.0 „Iv .00 ac
4 7.7 AC. 0.35 7.2 19.4 CFS 13 253 ~ ~ 22 j 5 5.5 AC. 0.35 7.2 14.1 CFS 13 184 ' ``a 1 L E i 1 ~ I f ~ r. ~ 102. ~ ~ h ~ S 48 , \ 6
5.0 AC. 0.35 7.2 12.6 CFS 13 PRE E 2 I #6 164 SEES E 2 ro , ~ 1.00 ac N I N ~ 0 1 x 1 ~ N ~
3 p r 1~ ~ i ~
~ A ~ \ ~ c0 I \j + ~ ~ ~ 2S ~ ;y ~ 6.3 ,
~ ~ N 1,00 ac ~ 4 ~ NOTES: . 1 a \ rn rn rn l 1 ~
~ \ 1 . N .00 ac ~ -PRESENT LAND USE IS WOODED AND FALLOW. ~ ~ 2. qc ~ d~ ( ~ g.~4 I ~ 21 aJ s ~ ~9 ~ 5 70
_ ~ ~ ~ O) STREETS WILL HAVE A MINIMUM 60 R/W ~ ~ \ ~ ~ $ 5 rn ~ ~ ~ , ~ ~ ~
-ALL CUL-DE-SACS WILL HAVE A 60~ RADIUS \ \ \ Epp N ~ .14 0 ~ 8 11 v . rn ac r-._.___,_. ro ~ '6" , l
_ ~ \ \ ~ C SO 1~ ac ALL RADII AT STREET INTERSECTIONS ARE 25 RE ~ \ ~ \ 1( CI -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA CN ~ ~ ~ 59. ~ NF j,~ 1.01 a~ W ro g o ~ i cA ~ W 1.00 ac ~ °o w
20 ~ 35 DEPARTMENT OF TRANSPORTATION STANDARDS 51 ~ 14 ~ ~ 14
- WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. \ - \ ~ \ ~ ~ 1.0 ac cf, 580 1 , RCN I ~ S ~
-SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS. ~ n \ \ . ~ 150. , - ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED 25 x50 x6 GRAVEL ~ ps V 3 ~ 20 N 183
S \ ~ - WITH DURING CONSTRUCTION CONSTRUCTION \ „ ~ R AD ~ ~ 241. g 8 9• / ,
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ENTRANCE ~ ~ ~ - ~ ~ ,
DURING CONSTRUCTION ~ NUS \ E 118 1j ~ 7 6 8.72 5 ~ ~ N ~b• ` S
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED N ~ FFER - ~ ~ ~ - ~ ~ ~ - TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL \ \ ~ ~ ~ ~ ~ ~ .01 ~ ti 1 d' _ \ rn ac 2 ~
- TOPO TAKEN FROM USGS 4UAD TOPOGRAPHY MAPS AND Q ~ \ ~ - - ~4 - 0 ac
SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY ~1 ~ _ - ~ w o0 ~ 13
TAKE OFF PURPOSES ~ -CONTOUR INTERVAL IS 10~ o 0.5' rn 1.0
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS LEGEND RECN t 1 2 0 ac ~ ! ~ 115. , \ \ }
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ® RIP RAP ENERGY DISSIPATOR 5218 ~ 96 ~ ~ \
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER '9 SUCH AREAS HAVE BEEN FIELD VERIf1ED ~ CUSTOM BASIN Q \ ~ RECN \ 24 ~ 17166
-w~- TEMPORARY MATTING 1.54 ,o
-ai- ENKA MAT \ ~ ~ , N
2 05.1 '
GENERALS NOTES: ~ ~ STORM SEWER PIPE a~ SITE DATA S$ 8 0 GRAPHIC CALE
ALL WORK ANO MATERIALS SHALL CONFORM TO THE COUNTY OF olvERSION
PERSON DESIGN AND CONSTRUCTION STANDARDS atAVl,. coNSrnucTwN ENTRANCE -ZONED: 43560 SF LOTS ~ ~ o ~ z
ALL NECESSARY APPROVALS, STATE' AND LOCAL, SHALL BE OBTAINED -PIN # = 0911-03-11-2009. 00 a~ ~N~O~ PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ~ - STET FENCE - - O~ Es~o ~ o~, \ 4Eg~0
TOTAL TRACT SIZE - 69.3 A RES + 4 ~y ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED -DENSITY ALLOWED: 1 UNITS ER ACRE ~ a '~j~ ,~rtsv~r~r \ (III FEET)
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. SEAL. Ste- ~ 1 inch = 100 ft
-PROPOSED N0. LOTS /UNIT = 34 q CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ~ rzaza H 1
OF TH T N IN. -DENSITY ACTUAL: 34 / 69. = 2.04 UNITS /ACRE 1S PROJEC CA BEG F ~ - MINIMUM ALLOWABLE LOT SIZE = 43,560 SF. ~ HQINE~ P~.~
_ - 'otiq AVERAGE LOT SIZE - 1.6 Ac.. ~,,,~FL HQiNE~~ P~, STEWART-PROCTOR,PLLC PRELIMINARY SITE PLAN FOR e ~ ENGINEERING and SURVEYING
CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION DEVELOPER -AREA OF STREET = 6.0 ACRES f/~'',' ;l 319 CHAPANOKE ROAD SUITE 106 ' ~ T T S SUBDI VISION
/11= dl I CYICTIAIC IITlI1T1CC DD1I1D T/1 TfJC CTdDT /1C /`/1AICTDl7/`Tf/1A/ AI1~1 FL4 R VER ESA E , T IMPFRVI~(IS ('AI
V1 w.,~ . I%IWII W, wV v ' LINEAR FEET OF STREET = 4342 L.F. r CONTRTCTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING - RALEIGH, NC 27603 d w
UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY A.B. PERRY JR. - OPEN SPACE = 7.6 AC. 95,524 SF IN STREETS TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
l~ aS CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR 319 CHAPANOKE RD. SUITE 106 _ PERCENT OPEN SPACE _ 11 x - aS' 5, 000 SF IN OPEN SPACE DATE 3_3_05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA
TO THE START OF CONSTRUCTION 10,000 PER LOT ALLOWABLE
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY SIGNAGf. RALEIGH' N.C. 27603 14.67 FOR SITE SCALE 1"= 100' DRAWN BY MLS DWG. N0 FLAT RIVER TOWNSHIP PERSON COUNTY NO.
REVISIONS 1 - PIN # = 0911-03-11-2009.000

4 LINEAR FEET OF STREAM 109 LF PROpsff sM
- ® WETLAND IMPACT AREA 439 SF, 0.01 Ac. s ~SfO ffT 4 LoCAT10 o P~ RpA N, QUANTITY, AND PLACEMENT OF DRAINAGE eC1C R C~ P1PES AND EROSION CONTROL DEVICES MAY VARY
. ,r~/, INTERIOR BUFFER AREA ZONE 1) 4,789 SF ® ( W 2 TO BETTER CONFORM TO FIELD CONDITIONS.
E ~O EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF R A R O
p • p 15 00 14 0 - S S
D R 0 A " ALL WORK AND MATERIALS SHALL CONFORM TO
16 D o o ~3 00 J c~ nvr~ "r THE STANDARDS AND SPECIFICATIONS OF NCDOT c~ rNrx rs+
40.45 AND PERSON COUNTY. THE CONTRACTOR
CB#2 srA, 1~ 00 srA, ro+o SHALL OBTAIN A COPY OF THESE STANDARDS o ~'2 PRIOR TO CONSTRUCTION.

LL AREA ~i 18 rs
~ti~ o0 ~ + ~ °p 1
6 0 C-1 ~ ~ ~ LEGEND
U B Fl~ ~ / PI STA 13+s5.2s 1. r a s~.oo
Z 0 = 52'52'58" o ~ ® RIP RAP ENERGY DISSIPATOR
CB#~ R = 500.00 ~ / , o ?oy ~ CUSTOM BASIN I ~~f 00
CH CK M ; T = 248,x5 W PIT i ,//i , c = 4x1.49 1 1
-~Ar- TEMPORARY MATTING j
~~~~i i ~ 5F 2r o ~~0 ~ - ENKA MAT
1 EVE ~ o ~f PR AD R ~ J PIPE A STORM SEWER PIPE
~ c'- Flu. ?2 X04 ~
' ' PIPE A 100' NEUSE RIVER RIPARIAN BUFFER 0 y DIVERSION FENCING I ~2 ~ E
~g~" P MEASURED 50' FROM CREEK 0 . ~ W HEADW L 2~0
o LL BANK,ON BOTH SIDES. 1~ + GRAVEL CONSTRUCTION ENTRANCE 1ulV N
~ CH CK DAM WQ ~ -SILT FENCE
WPIT~
.
t I
w
I a
\ , e I
50' TAPER SIGHT i[~°~n+µ m1 t
TRIANG _ 3G.b0'
\ _ R ~ 10 R
70r- R~ 30' STOP-T r
25'x50'x6" #57 WASHED ~ - - ¢
GRAVEL CONSTRUCTION ENTRANC EXISTING ROAD
i
RECOMMENDED ROAD CONNECTION
PLAN VIEW FOR L 1 STOP CONDITION
3
_ 552
__._.________..______.u__._.__.___.__._..._.. r._.._. _ ..h._...._ .
f 550 _ _ . _ . r . ~y__._~_.__ i
I _ . _-L_...._._ _ _ ..,,t~._._ _ E
f 548 ....._._._....4..._ _ _ . .1Zt50_._ i~ ~ .azt~a _ . _ . _ .._...,.rLL....._ .
~ PVI ELEV = 69.00 . _ _ A,D, 2.17 .EV = 69.00 ~ ~
_K__.. g23-----_._ 1, 2.17
_ _ . _ _ ~ _ _ VC _ = g~~ Z c ~ 0
_ ~
544 t I _ _ . _ ____-___._.._M_ ___t_.______ _ _ _ , _ _.___.__._...._,...__...._n_._...___.. k
I O t -----___.m_ W
542 ~ Z ~~Q
I - ~ I , ~ 0 z t W J p
540t----- - PVI STA 14+00 - _ _ . I _ . _ _ FO~~ EC = 82:00 - e9..~J _ - - - ~ - - - - - - m 1 _ ~ O ~
~ / m O'' AA O Q v ~ vl ~ U
538 _ k-B; _ _z2,.3.~_.- . _ _ _ i I - 9_--- _ I I_ ~ fA Z ~ W o
~ 150. ' VC ~ ~ ~ ~ o - -J _ _ _,n...._. ---_...___.,,L_ w 41i - ~ - - C7 2 ~ O
536 _ - i- _ _ _ - 1 r { ~ I 1 co / I . - v 1 ~ - ~ Z O ~ ~ i W f ~ ~ a z o °o
_ I ~ ~ 00 = N I _..,.r_.~_..___ o a. .._.__._.._..__L. _ ~ Q
5341 ___...._fi______..__-_..__ I i i _._m. _...._.__.....j ~ tti I~ ~ i ......i. _ n _ ~
r ~p i r I _ - _-w___.. ~ ~ z I - _ Q o ,
532 ~ d ~ -I - ~ - . _ . _ - . . _ _ _~n.- L._.- - _ .-__I . /
_ _ _ _ ..L.i..__.- Q Q a I _._____sl. _ Q ~ _
530 - Et~V~-5@. > > ~ i - O ~ ~
_ _ K_ ___.30.01 _ _ . _ _ . _ _ _ . . I ~ . . ~a__.__ _W.. _..~_..f__._. . _ ~ o z ~W ~ II
528 - . _ 215.00 VC N N _ ~ _ _..____._..._w ~ ~ ~
ifi 30 R 2.06 ~ - - - - - - ~ o ~ o _ _ _ _ . _ ~ z
w _ I _ . _ _ ~ ~ _ Z
1 ~ ~ > _ EXi5it~.. 1 i - ao ~ I i . _ _ _ _ _ _ _ ro?____ _ _ . _ _ _ . i - _ _ _ ~ o I
524 I- ~ _..i_..-.- ~ I i ` . _ _ . _ _ . ~ w
+ ~ / I ~ . _ _ I,..__ ~l I w a
522 ~ _o._.__._ _ M- 30~ ._..___-1.__..-. L__.___~-._,..~-I .M_..____._.- 00 0 ~ EFr ~ ,
o > G 1 ~ 1 - o
520 w-_._-__~ II W . ~j5 ~ ._~....~y_.__...__ ~ I _ 1- _ . m z I
f , > m ~ ~ oP I _ o ~ f I
518 . o~- _ ~4._.___.__..__ ___.._._.R.__._-}, f.__._._.._ ~ . _ _ _ ,I__ . . _ _ ~ C I ( I _ _ . _ . _ _ r . _ _ _ _ _ ~ o
._.____.__r_ . , _...__..._._.....-I _ z ~ r -z / I
516 ~ _ { _ _ _ _ w.___. _ ~ _ _ _.v___._._..
a _ I._-_...._ _ _ ~ _ . . _ . _ . _ 03 ~F i
~ ~ ~ 514 a_.-------_._--- _ - . _I.__. .-.L_.._.___ _._1
__.__._.r. _.__1_.._-..___.._. _ _ _ _ .-__.v___ _ _
I i _ . _ _ - - , ........1...... L__ . _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ _ ~ + 512 ~ I I 1 _ _ . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ . _ . _ _ m
i_.. _ _ _ - t-_.___.._ . _ _ I _ 1... _ _ - ~ rt I ~ _ _ ~ _ _ _ _ _ _ o m
__.._L___._._.__ . _I 510 f t _ __.a _ ~ ~ e W 3
l _ - . _ _1. __-.E _ . ' t ~ ~ Q
0100 BA KWATER / ~ i 508 _ . _ . _ _ ,ELEV° $:0'---"- _._.I.__..___ _ _ . _ , , L.._._..- . _ . ~ , . _ T~ f _ ._..._r_____~._ w..._ _ _ ~ o ~
~z ~ ~ °
I _ _ . __..t ' 506 _ _ . _ _ i ~ ~
~ ~ ' x ~ , V ~ ~ f~
1 / i 504 _ _ . _ _ fY v a o
• ~ I . _ II 4. o a°~~ ~ j
TOP 0~` H ADWALL ' ~ ~ I _ 1 I _ I _ _ _ . _ . ~ro
502 -..--__._~LEy;_..=_ _ _ _ _ . I _ . . _ _ _ _ _ PtPE__A _ I_..__.. _ Z 0 0~
~p~``~' Q w a Z'' z I
500 _ f . _ . I ~ I ~
HEADWALL ~ ~ I I ( 1-.__._..__-........ I....__.__. . . I i _ E 8I / Z ~ ~ I .
498 ~~~~...2~0_'~~.°" _ . . .....W,.._.._._,...__. _ . I ~ U? w M ~ ~ o cn ~
1_..._....._ ~ _ _ i _ aw-~ ~--~aQr~ t>~ ~a acE S f L 22024 ~ i
496 f ~ . _ 1 I I
_ _ _ _ _ _ _ ; _ __L _ _ _ _ ~ r t f _ _ _ . _ _ _ _ - _ _ HciNE~ P~,r
DATUdf ELEV . _ . _ _L_._... . . I .____I. I 484.00 _ _ . _ _ _ I %yq . _ ~ n
r ~ N o r ao cc ~ 0 0 0 0 ~
~ ~N O~ NN ~N d'~ r~ Np, Op Np Op OOp ~p N~ ~ OiN NM r N~ •tO dN NM tN~ N~ t0r tp~ Op~j 0)p ~N ~M ~N On M d' N ~ tp , I~ Oip r~N ilj~ c0~ oil N~ ~A~j ~d: O~
n~ ~r.~ N~ N~ NN NN NN NN NN NN Ntu Nni NM N M Men Men Men Men ~ .r ~ .r .r 1f1 ~
ui N v Io - N ui u10 tale) uT) u10 u16 u]o u]o ujo u) N L" ~ri In Lo in Lc) Lr) 4 0~4 u7 ici ici N u, N w z I r
~C 4
E
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 6
SCALE. 1 50' (HORIZONTAL) PROFILE VIEW FOR L 7 1 = 5 (VERTICAL) i
NOTE: PRELIMINARY PLANS. DO NOT USE f S) NOT USE FOR CONSTRUCTION.
r
E

5387
RECN
3
RECN \ 6115 \
\
02'
• ~ ~ 317 '
\ .62
~ s
RECN Fp
5736 ~ ~ ~C ~ \ S
0~~
~
~ ~ ~
0 0 \ ~ '
~ ~9 O \ ~ \ 1
Dc~ ~ ~
S ~ \ 0
FPM -1 `-A-10 ~ ~
3.82 ac 3.8 C1M/TS Fop ~ \
CB# ~ AL \ ~ ~ ~ ~ -
11 ' 2. ~ 12. ' vE 100 NEU
R AD SE RIVER ~ BUFFER SEE SHEET 2
CB SO
vE y----- 0 9 ~
R D , 6 ~ •S . 2 ,
SEES , q.5 \ ~
5 0 .0
~ 4, ac ,
J , m 2
2 p~. w 5~ w
~ ~ FA FA
TIC Tjp ~ N
0 ~ S~/ 0 ~ Sp N 29 ~
Q J Q F' ~ v ~ ~ 32 (iN F - 2.26 ac
~ ~ 32 62
~ ~ 1 ~ ~ .51 ac 1.51 ac i ~
~ ~ O~ 287.45 -
~ v Q' ~ RECN ~ 17
• ~ ~ ~ 20 O. 1 164 N 8
ry ~ ~ ~ 28 ~ ~ N rn ~ ~ ~ 1.24 ac ~ 2.81 a ~ ~ c
2 RE ~ 9 CN 0 1.01 ~
f 5200 ~ ' ~ N \
33 ~ pc '
1.00 ac a N 3 20 ~ ~
/ 4 ~ 0 333.12 ~ r 89 ~ N
/ ` N ~ 21 , f/
/ , ~l ~ 81 O ~ ~ 2 1.D0 a C
2 . 2. ~ ~ O ~ O 1.0 a~ d. ~
~ 1 r~ ~ V
~ f ~I 17 ' \ \y ~ ~ 1.52
2~. ~ a 0 N c ~ h ^ D 0•
/ LEVE N • 88, 87 1 0. k
i / PREADE SEE SHE T 2 / 6 S 26 22 6p
~ 6a 1.00 1.00 ac ~ 6~ '
• ~ S 34 f` ~ _ ~ ~ ,.J----- a r..--' / ,j~ ~ .47 a B ~ h
\ ~ N 0 r
i • ~ FE ~ ~i MA ~ `~0 h ~ / ~ ~ ~ ~ ...a ,
/ L/ OOYR Ml7'S FL \ 24.57 A~ • ~ s W 1 s
1 ~ A \ 1----_ , ~ 1.0 aC 23 1.02
N 25
co ~E _ Q o 1.01 ac ~ T ~ / 1.0 ~ Z'~a 0 2 aC ~ ~ ~ ~l
A E ~ #2 ~ - ~ E SET
5 - ~ 1 00 . ~ ~ 0 ,Q ~ ~
~ 23 ~ - • 4.35 ti ~ 220. ' 24 0• 265.08 550
1 212, 91 24 ~
1 10 FACTOR LENGTH LEVEL SPREAD R ~ ~~ro CUSTOM BASIN DRAINAGE AREA C I FLUSH 0 ` ` ~ > M RECN 1.00 ac 171
4 i/ 9, 2 R 15 67 r ~ Q
CB #1 3.5 AC. 0.45 1 11.3 CFS 13 1 147 H C - 0.6 AC. 0.50 1 1.94 CFS 13 2 26 ~ ' CB #2 \ IT C 2 6 1 , ~-ti , 2J ~ O 10 6 ~d i 1.0 \ •8 1.01 ac "N ac oo
CB 3 5.2 AC. 0.45 1 16.8 CFS 13 #3 219 r 5Q,2 # 4 324 2 150 3' 22 ,
CB 4 7.7 AC. 0.45 1 24.9 CFS 13 CB 5 5.5 AC. 0.45 1 17.8 CFS 13 5 232 ;y ~ R O 2 10 ~ ~ h ~ 560 2.48 ~o
CB #6 5.0 AC. 0.45 1 16.2 CFS 13 #6 211 ~ ~ SEES E 1 ~ 00 ac N 1~ x N ~ h ~
O U ~ ~ 2 S
A rn 3 c0 ' IR . ~ ~ N 1.00 ac o 4 ~ ~ 6, 3 rn 1 ~ \
~ , 1 ~ ~ NOTES ~ ~ \ 1.00 ac ~ g.14 21
N of 9 5 70
- PRESENT LAND USE IS WOODED AND FALLOW. \ 2• ac Q7 - STREETS WILL HAVE A MINIMUM 60' R W ~ \ ~ \ 5Fp N 5 5 , ~1 8 ~ .14 ac 0 11 ro g J
~ \ n -ALL CUL-DE-SACS WILL HAVE A 60 RADIUS ~ C Sp 1.0 ac 1.0 ac '6' 1.01 a W co 0 ~ W 1.00 ac a7 Ca
- ALL RADII AT STREET INTERSECTIONS ARE 25 RECN \ ~ 5g ~ ` Nf ~ N 14
-ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ ~ • 35 2051 • ~ ~ 14 , DEPARTMENT OF TRANSPORTATION STANDARDS ~ ~ J 1.0 ac W S80 RCN
-WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. \ \ • ~ ~ ~ , -1 S3 0 N 183 L v g • lg~ g.2
! - YSTEMS. \ \ ~ 150. ' SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC S \ O6 R AD ~ 241. ~
-ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED 25'x50~x6" GRAVEL \ ~ ~ ~ ~ ,r S \ ^ ~ _ WITH DURING CONSTRUCTION CONSTRl.T10N _ ~ ~ , ~
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ENTRANCE ~ ~ ~ 1-4Q N US -•1 1 ~g• ~ ~ ~ 7 N ~ S9
\ E DURING CONSTRUC110N ~ FFER - . • . - . • . _ 12 5 ~ ~ ~ p ~ ti ~
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ~ ~ TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL ~ ~ _ - _ ` ~ .01 ac 12 ~ . 1 ~ J '9 _ 9g,~ ~ 0 1.0 ac
- SGS UAD TOPOGRAPHY MAPS AND ~ TOPO TAKEN FROM U 4 O 4\ W ~ ~ ~ 13
SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY v - -
1 ~ _ TAKE OFF PURPOSES ' . 0, Q' ~ 1.00 _ \ \ _ S2 rn ac
i -CONTOUR INTERVAL IS 10~ LEGEND RECN - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS 52 ~ 115 96
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ® RIP RAP ENERGY OISSIPATOR 18 \ RECN
I WINGS AND ON THE FINAL PLAT AFTER CONSTRUCTION DRA ~ CuSTOM BASiN Q 17166 241, S4 0
VERIFIED SUCH AREAS HAVE BEEN FIELD -w~- TEMPORARY MATiINC
a -•ei- ENKA MAT N ~ 205
wc? STORM SEWER PIPE S •18 So GRAPHIC CALE
GENERAL SITE NOTES SITE DATA ? DIVERSION FENCING
ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF - ONED: 43560 SF LOTS a ~
GRAVEL CONSTRUC110N ENTRANCE Z PERSON DESIGN AND CONSTRUCTION STANDARDS \
TA AND LOCAL SHALL BE OBTAINED -PIN # = 0911-03-11-2009. 00 ALL NECESSARY APPROVALS, S TE ,
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ~~T FENCE -TOTAL TRACT SIZE = 69.3 A RES - E ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL 8E OBTAINED DENSITY ALLOWED: 1 UNITS ER ACR ( 1N FEET ) ~R •(N 0~~ 1 inch = 100 !t
~ PR10R TO THE COMMENCEMENT OF ANY CONSTRUCTION. _ PROPOSED NO. LOTS /UNIT = 34 0¢ Essro a F ~y s ~ ~o ~
CONSTRUCTION DRAWING APPROVAL 1S REQUIRED BEFORE CONSTRUCTION _ - ACRE DENSITY ACTUAL: 34 / 69. - 2.04 UNITS / _a
~ OF TH1S PROJECT CAN 6EGIN. _ = 43 560 SF. i MINIMUM ALLOWABLE LOT SIZE , _ - PRELIMINARY SITE PLAN FOR sou. STEWART PROCTOR,PLLC 22024
i -AVERAGE LOT SIZE = 1.6 Ac.. ENGINEERING and SURVEYING
V~S DI r B S T ...'..r~. :,o rueoeunvG Rnen FLAT RIVER ESTA
CONTRACTOR SHALL VERIFY THE ABOVE AND ULLUW cxuUNU LULAnUN ULVLLUFJLN - AREA OF STREET = 6.0 ACRES ~'Cw Nom ir- IMf-LMVIUU-~) GAL. RALEIGH, NCv 27603 vv w
OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION _ - JR. qF 95,524 SF IN STREETS TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING - LINEAR FEET OF STREET 4342 L.F. UTIUTlES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY A.B. PERRY JR. - OPEN SPACE = 7.6 AC. 5, 000 SF IN OPEN SPACE DATE 3_3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA
CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR - PERCENT OPEN SPACE = 11 % 10,000 PER LOT ALLOWABLE
319 CHAPANOKE RD. SUITE 106 ~ TO THE START Of CONSTRUCTION SCALE 1"= 100' DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY 14.67, FOR SITE
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION awc. Na.
OF ANY SIGNAGE RALEIGH' N .C. 27603 - REVISIONS PIN # = 0911-03-11-2009.000 1
i
1

~ _
D° ~ ti~ ~ _
/f ~ , 2 ~
H CK A f ~
T
r
xs t
~ / 06

o
-
I
~ ~ ,
~
~ . '
~ ~ _ .
O ~ ~ ~
O ~ ~ ~
O
~9
AL : 1 = 0 » >
SC = ALE . 1 50
LINEAR FEET OF STREAM 109 Lf
® WETLAND IMPACT AREA 439 SF, 0.01 Ac.
® INTERIOR BUFFER AREA (ZONE 1) 4,789 SF n ~
EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF
i
N
0~
O I~
. ~ ` ~
I ~
V J
O
~ v ` \
• a
~ \
\

,..iUMNMa ,;','~;~(N Cl~o
ff f
AL : _ 1 0 )1 f °;''`y0 0 - `tt AL . 1 -
S~
~4
'•.NQINEti~ ~
~9 F(
o SHEET 2 8 ~
CUSTOM BASIN DRAINAGE AREA C i FLUSH QUO STEWART-PROCTOR PLLC sITE PLAN FoR
r Q10 FACTOR LENGTH LEVEL SPREADER ENGINEERING and SURVEYING _USH T I~1I r
. _ :~o rueoeururc onen cwTr Ana ~ d I Ir/ yr Q ~~rd r~~ c~ ~anw~c~nnr
1110 1 J.0 AG U.40 1 11.13 la J 11.13 145 1a 1 14~
CB 2 0.6 AC. 0.50 1 1.94 CFS CB 5.2 AC. 0.45 1 16.8 CFS 1.94 CFS 13 2 26 RALEIGH, NC 27643 16.8 CFS 13 219' TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
CB 4 7.7 AC. 0.45 1 24.9 CFS 24.9 CFS 13 324'
CB 5.5 AC. 0.45 1 17.8 CFS CB 5.0 AC. 0.45 1 16.2 CFS i 17.8 CFS 13 232' DATE 3-3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA 16.2 CFS 13 211'
SCALE 1"= 50' DRAWN BY MLS DWG. TO- FLAT RIVER TOWNSHIP PERSON COUNTY
.
REVISIONS 1 - PIN # = 0911-03-11-2009.000

PRpPsEe sh
LINEAR FEET OF STREAM 109 LF 4SFp efr 4 LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE ep A~ RDA
® WETLAND IMPACT AREA 439 SF, 0.01 Ac. ec~~ D PIPES AND EROSION CONTROL DEVICES MAY VARY R/w ?
INTERIOR BUFFER AREA (ZONE 1) 4,789 SF TO BETTER CONFORM TD FIELD CONDITIONS.
2 LEVEL p EXTERIOR BUFFER AREA (ZONE 2) 3,288 sF PREADER O
P 15 O 00 00 S 14 --f - Q o°
,1 O q D ALL WORK AND MATERIALS SHALL CONFORM TO
16 a 00 ~ ~ cL THE STANDARDS AND SPECIFICATIONS OF NCDOT CL IN
,3 ~ 19+40,4 AND PERSON COUNTY. THE CONTRACTOR sr s~_1 SHALL OBTAIN A COPY OF THESE STANDARDS
CB#2 ~ ~ o0 A• 10+Op 2 PRIOR TO CONSTRUCTION.

u. AREA 11 oo~ 18 po app ~
~ti~ ~ +
v U O L ~ LEGEND
m P U B FlLL / O / ig R A op ~ o r ® RIP RAP ENERGY DISSIPATOR
5.26 PI STA. 1316 ~ = 52 52 58 r ~
/ ~ CB ~ _ O J ~ R 500.00 ~ / , ~ , ° ~ \ ' CUSTOM BASIN
CH CK M J- ; fo T = 24a.ss W PIT ~ L = 461.49' ~.0 00
TEMPORARY MATTING
/ 5F 21 00 r - ENKA MAT
. , . 1 LEVEL U ~ ~ ~ STORM SEWER PIPE
o'~/,' ~ PREADER / FlLL ?2 ~Q ~
' PIPE A 1 OO' NEUSE RIVER RIPARIAN BUFFER 0 ? DIVERSION FENCING
~ . ~so° cP MEASURED 50' FROM CREEK / w H~ADw W2~ T i~ + GRAVEL CONSTRUCTION ENTRANCE
o / o u ~R BANK,ON BOTH SIDES. ,~0 Wti N
~ CH CK DAM vWj Q Q -SILT FENCE
W PIT ~

w
\
' so• r~PrkR SIGHT
iRIAN I
30.b0' R ~ 1 ~ R
_-70 ~ R. 3O'
STOP
25'x50'x6" 57 WASHED ~ - - ~
GRAVEL CONSTRUCTION ENTRANC EXISTING ROAD
RECOMMENDED ROAD CONNECTION
N VIEW FOR L 7 PLA STOP CONDITION
I ! j
I 1 I € ~ } I i I i ~ 552 ~ - a --I-- ---t----- i -'r- -J--- i ----r ~ I ---I----- ------i----~--- i I ----J---- I
~ I I j ~ 1 I _ r ,
! I _ 550 _ I r r _1-- --r I I i _ ~ L _ ~ - _ I ~ v i
; r.__..,__.__ I I I I ~ ~ -r-__..____._ I ' ~ _f_ I / i I I I 1 • / {
' ~ ' i ___._._.-.__._..i._._____._.___. P.uL.SIA..~..1.Z#50 .1__._...__-.-. . 548 ~ ~ I I ~ - ~ I ._---__.i . PVI ELEV' _ 69.OC i ~
VI ELEV = 69.00 I
I ~ ~ I A.D. 2.17 j ~ ! I ~ ' I Z
546 i- ~ _ - _ I i ~ I I I e ~ i
I I r I ! I ~ - I i ~ j'_ / ~ r ^
544~ I I ~ ~ I j ; w~-- I -T I ~t-_.-_ I , -.--1- i I J _ ~.___.I_._.__ - ~ ~_..._~.~i..-_._~.__.._ ~ ~ -"t- ~ W
I ! ~ ~ ' ~ - ~1 ~ ~ fi o i ( W ~
542 ~-_____.______--:-------------j--_-___---r--- ----r--~---- - - i - 1 T-_ ~ ; I i I ~ I - I + ~ ~ ~ ~ ~ / ~e ~ Q
f G I ~ i ~ , - W J
i I 540 ~ ~ ~ PVI STA. ~ 14+00 ~ - i ' ~ ~ I i rt-- ~ V ~ I ° ~r- ~ ~ O m ~ o ~ /I ~ ~ - ~ , O Q
-P - ~ i ---C i I Qf~ECEV~-6~ ; !
538 ~ _ =2:~3- fi_______...._.__ ~-.__.__.-_.T___.._ ~ I ~ ' ; _ ------r----- W ! / = Q. ~ ~ I I ~I - O I! C~ W O
1 j--- ~ p i ; 150.80 VC , ~ r, I ? ~ rr^^ Z H O ~ I vJ - ~ Z - - Z z o 3 ~
536 ~ - ; ---1----I---- ~ - - , f ~ I ; i i i ro / / ~ ~ ~ I ~ { z z o O - , - -~------~----~C_ ~ Q O --r
' t I ! 1 ~ i
534 j---~---- - ; ~ ~ ~ I I I I i i I r -
~ , I ! ~ p ! I I i
532 r` - , ! i ~ ri ~ ~ ~ / _ ; I-~ .-~--r--~-- ~ _..___-j--- + Q r~ / ~ HW I ~ ~ O ' ~ , ~ ~ ~ A i Z
/ PVMN~TA = 11+23.b8 ; ~ I _ ~ ~ i_ ~ _ i f _ i J I ~ ~ Q a ~
530 - ~ --r- v ~ ~ - ~ ~ --f----~-- ~ I i i i ~ ~ { ~ I i I ~ ~ O -,~-i-- ~I z
r ----r- , ? i ~ 1 i ~ ~ ~ ~ i ~ ~ ~ 3 r i ~ ~ ~ w ~ II ___T___.____-_. ~~._m. ~ z ~ z
I I i K = 30.01 ~ i ! ~ V ~ I _ 528 ~ 215.0~I N ~ ~ , ~ I ,
I I ~ ! n ~ ~ i - ' --F---_ -.-~-r----- - ! I I ~ ~ I - -t- ---~-u - - . ~ I ~ ~ ~ ~ ~ _ -i I ~ I ~ ( r O ~ O I ; I
r 526' - - I + ' - i ` N W I i i I_ _----f- - ~ z
{ ~ > i ~ ~ I ~ o I
524 i-- - ~ - 1-- _-1-._____-_~---_ i , - I - -i i . - to -i- I I ~ - i ~ Q ~
- --F---- I ~ -~t~'--- ~ 00 ~ ~ I } ~ f i / I J W - ~ ---j--- - ______-.F.____.~_._._f_-.__~_.-t_ __---7--- l~ n.
522 -l-- ~rNn------ ' ~ ~ -30' ~ ~ I - N o ~ to ~ ~ ~ LEFT ~ ~ ~ ! _ I ~ ~ _ i ~ r -r-
~ j I G ! ~ I i - I - ' - _i_ - ! ' ~ ~ ~ O
o - 520 ~ - ---r-- - - ' - - I t-- - ` z -r
~ ; ~ I I ~ I ` ! ! o i v ! I ~ ~ ~
---I--- ~
IN ~ ~ --•-rt- -r- I i i I ~ - L ---•-t---- --1----- ~ ; - --7- ~ ~ ~ I I ~ ~ i
_ z ~ z I 516 ' , I I ~ I ~ ~ ~ '
is i / i i ! _ _.-.-.-.i__--- ~ _--i-- - - ; --r- - - 013 --I i I ! ~ I
I~ 1 i ! ~ 5141 I ; { ~ I I I ~ I ;
~ ...~-_.._-.____..F.___.__~._ I ~ ~ I i ~ I ~ ~ f
~ I I 1 I ; f 512 ~ ' - - i- ~ --I-- ----r i I _ ~ f ~ m I i
t i i i I ~ _ I _ + ~ _ ' ' ~ i ~ ~ I _ r., w m
i ~ I I i I I - - ~ - i I _.I l - - _ c0 I ~ Z
510 / i i I ~ 3 ~ ~ Q
! i / i I Q100 BA KWATER ~ i ! ~ z ~ ~ ~
508 _ ~ i I i ~ ~ _ i ---t---__-_. I I ~ ~ v~ o - e ~
I-- 1 , ~ I 1 ~ - j I ~ ; I ~ I
506 F-- - i r_ - _ - 1 ~ _ - I I i I I I I ' U~ a
f- I r- I ~ i I i 1 I / I I I I i ~ I o I I O~
504 I ! i I ; ~v oM o - ~ i I I ~__I-__._ _ ~ ~ o o a ~n -,.-v--.-._--~-._ ~ n ~ II
~ TO~OF H~A W I I I ~ ~ wN~ I_' ~ o I
502 ~ ~ • ' -r-- _L_- ~ Z Z U r Ul
~ i I I Qw ~Zr z
500. 60' RC _ -.~I 3W ==rn w O
NCREIE - - I - l-. i -t ~ ~ HEADWALL ; - _ - Z U ~ w w N f
498 ; I I I I w M~k o uvi ~ ~ I i N I i
496
I t~-
DA1'U1! ELEV _ _ - 494.00 ~H CAIQO
O~r"Eg <i ~a ~M ~r mN t0~ r'Q-~~ slp
~ ~r O~ NiA Qi M r~ N~ OQ Np 010 ODp ipp ~Ad ~ ~N ~N n t ~O ~N NM ~p tOn ~p Opp ~M ~ O~ M N _ NN NN nN nN 1^N INnN uNiN INAN INA~n tGN ~M N ~ ~ O :Q NM MM MM M~ r~M d~ d~
ilf .n 10 .n IA .n IA ,n ~.n ~~n Nan ~n ~~n ~n S~ _ _
Lr) LL I IT Ulf) J. T T "110 -110 lu-) 22024 r
18+00 19+00 20+00 21+00 22+00
12+00 13+00 14+00 15+00 16+00 17+00 10+00 11+00 n
SCALE: 1 50' (HORIZONTAL) PROFILE VIEW FOR L 7
1 5' (VERTICAL) NOTE.• PRELIMINARY PLANS. DO NOT t DO NOT USE FOR CONSTRUCTION.
f
I

LINEAR FEET OF STREAM 109 ~ ' ' . ''r , ' PR ~ sN ~ Efr ~D 4 LOCATION UANTITY AND PLACEMENT OF DRAINAGE Bp P R r Q
;'z;; INTERIOR BUFFER AREA ZONE 1 4 78g $F ~eU ~A D R l•? PIPES AND EROSION CONTROL DEVICES MAY VARY
~ ) TO BETTER CONFORM TO F/ELD CONDITIONS.
EXTERIOR BUFFER AREA ZON: 2 288 L V L c ~ p S R ADER
p 14 00 15 00 - S o°
Q t o ~ A "I " ALL WORK AND MATERIALS SHALL CONFORM TO
16 D ~3 00 ~ 00 ~ C lIN ~ THE STANDARDS AND SPECIFICATIONS OF NCDOT
n ~ tN~ ts+ AND PERSON COUNTY. THE CONTRACTOR '40.45 t
17 srq, sr,~, t0 SHALL OBTAIN A COPY OF THESE STANDARDS +pp ~-2 PRIOR TO CONSTRUCTION.
00
u ~R~, 00 11 ~
00 18 pp
,r, ~ 6 - D c i ~ ~p/' ~ LEGEND
PI STA. 13+65.16 ° oo
~ l~ ` y. ~ = 5232 58 , ' ® RIP RAP ENERGY DISSIPATOR
~ ,~/i ; i ~ R =500.00 CH CK M ; ~ j~,o` r = 248.x5' o ~l- \p p ~ CUSTOM BASIN
W PIT /l• r s. ~i~. ~ir L = 46f.49' t~
i ~ -~?F- TEMPORARY MATTING
/ . i. i, 21 00 -•a+ - ENKA MAT
~ VEL \ o', E DER
. j.:' 'Flu ~ ~ PIPE A STORM SEWER PIPE
~ 'r ' PIPE A ~ OO' N r~ EUSE RIVER RIPARIAN BUFFER ~ ' '60• P MEASURED 50' FR 2? ~4 co p ? DIVERSION FENCING
. , w H~w OM CREEK W2 =moo
w BANK ON BO o TH SIDES. ~ GRAVEL CONSTRUCTION ENTRANCE
CH CK DAM 4/h N
WPIT~ Q Q -SILT FENCE
' ~
w
\
eo' r~rerRa~ 9GHT ~~Mw >rl
TRIAN
R mar=
' R- JO'
STOP
2~'x50'x6" #57 WASHED ~ - _ ~
GAVEL CONSTRUCTION ENTRANC EXISTING ROAD
RECOMMENDED ROAD CONNECTION
LAN 1 STOP CON R DIT10N
` ~ ~ I
552 - ~ - I I ~ i ~ I ~ - __J_._,_...___-T
I - ----I---- - - ' - I ; --x- I
550 ~ , ! -
I i I I
548 _ - ~ ~ i < ~ _
I ; .P~LSIA~~Zt5Q_.. _ I I - - - - I ' i i PVI ELEVI. 69.00 ~VI. 69.00 ~ ~ ~ ~ _ 1
I I ~ I ~ ~ A.D.~ 2.17 2.17 ~ I i
-u~~3 ~ r Z
I 544 -r---- __.~___--_.__.I.. ~ O
I I ~ -
- I 542 i I 1 - ~ _ - --------fi•------ I o ~
_ ` -------_--i----_~._i__..____- ~ ~ I I 1- ~ - --I---- I
I ! I , f- 540 ' i ~ ~ ~ `r ~ ~ . ~ J t -
I ._.__._.__...I.-_-_ - PVI STA - _ - - 4---- _ . _ PVI _ELEV,
_ I U i ~ / I
r-------- - ki}-~; -'233--- _ I _ ~ , , I
~ L._ ! I i I I i ~ i N f .-L.- ~ ~ ~ ~ I ~ ~ f ice` _ % -1-- ~ U' ~ W O
536 _ .._______._i____- ~ 50.00 VC --L - ~ r o _ -i---_ - - ~ { I _.1--__.__~ 1_M_ r ~ ~ _ ~ __.,t I_ ~ Z O ~ ~ 'j ~ i z o
-t- -r.-_ c I i- - r--___----~-------
i ~ I I ; ~ - 534 --1-____= ~ - ' ' .~-.-..1 - I i -t-- ---r-•- - V I ~ ~ O ~ ~ ~ ~ I ~ I ~ _-._-.,,~.______-f--- o -r- ------------a-- Q U + •
I I I I r_.___.__..._.__.-- _ t.______ v i ._.t.______ a_ Q~.O ~ _ ~
-h 1-..___.___. 14_ i...__.._-_.. fi._-_ , i _ - . i I ___.___.__._.._1_. i____- I i ~ ~ M ~ ( i ~ I ~ ~ U1 o I
PVI! STA = 11+23.48 ~ i i / ~ i I i ~ ~ ~ ~ W i ! Z cn ~ _i_. _ L__._-.-- J _ . Q Q a
530 - - -f? -EtEV-- ~50:0(~ ---I--- _ __.__.i __T ~ ~ _ -t._.__.~.__.--- ~ i I ~ i _ .t~ _ Q 2 _ ~ t ~ ___i____..____ ~ -r- O ~ ~
T fi . --f - - ~ - - W I i -T- --7- ~ ~
~ K = 30.01 I ! I 526 -'"7 r - -r- -------r-.y.~ _..~_.._~.._...M. - - ~ i 215.00 VC ~ ry ~ i ~ -'r'F- ~ --F- I , w ~ II
i ~ I - ~ - - I i ~
~ 526 ~ _ _ - _ _ . _ _ 2 ~ - - - 1, ~ ~ ~ O _ _ _ A U L `
- _ - _ W ~ - -GROUND--~_ _ ,l._ i ! ~ > > EXISTING _ ~ , • 1 _._..1 _
524 t------- o j~ - --_-i-._--_.._ ' ~ - -r---- - O ~ I ~ ~
I I I 1 ~ - ~ - { J~j ~ W -1---- -a-- -~t---- - ( ~
522 ! ~ ~ ! I ~ ~ I 2 a I ~ ~ iQ
' FT i I t-.#_ cr--~ N _ _ i ~ i ~r ~N~. _L______~! ' ~ ~ ~
520 '_.r. _,r. - - U._W-. _ _ G ~ 4 i i f _ _ _ ~ _ ~y I ~ SA~~sgr~Q _ 4_ _ _ _ _ _ . _ _ - - _ _ _ aRMay~p'~~Ily Z
..Ill U - ~W ti I U _ _ _ _ _ OF _ _ _ _ _ _ _ E~g~N m ~H O
m ~ ~P _ i ~ _ . > ao- Q_.._. ~ i 3
I Z;F- r _i____.._._.._._._. _ ~ , i - - - - - D I ( .
516 - - Z- - --I- i ~ i i ~ ---L-------- I - , I _ _ I g a ; _y.___-___._~.______---
I 'a / I ~ -T- I -t
514 _ _ _ ! I ( i ~ I - _ _ __r.__.__._____.rt_ ____.__.t...___.__.__ _.1 -t---------;------ I i I
_.w_. - - ! ~ I 1 ~ i , r_
512 - - i i I I _.r._._-__.__ L._ _~.~...~."-_i,,._._._______ I i _.r._ _-~__---------I----------~--------- --I--------- ' i 1 ~ i ~
i ~ `i i I t I , I ~ ~ -r- , i ; ~ , }
~ I i t I 7 ! fi I 510 , ----~-------i--- I - -i-_ ~ I i I I . - i ~ w
- ~ I ~ I I I i I
t I - ~ -----I-- - _ - t--______. - - ~ Q100 BA KWATER / - j ~ I 508 ; ECEP= --_`~1-~-`-i- - --~-1---._._- -----1- I-- _t---_------ ~ _F--____ - -_--r-- vs tY Q C9
~ ~ ~ ~
t ~ r t -t I i , I i I I ~ ~1"
506 ~ , ? -____4-- { - I ~ j _ _ ~ _--~1- i i, ~ ~ I -~_L~ -----r----__.__~--__~~._ H a x
I - - - _-i__._.______ ~ 1 I I --fi- i i ~ _-J_._. -r- ~ - _--i----- - - ~ ! ~ ~ ~ i ~ I ' U I ~ f ~ a ~ i ~ O --r- --j-_ ~ ~
504 ~ ! i _--;.--____..____~__________r_ ____L_________-a______.__~_______.__. i ---r._____ i ~ I i i ~ I ~ o .L_ _________i_____._____ i ---j-•~-~-- i - _--j_ ~ - ~ - ~ ~p ~ M p i I j ~ C O ~A In
~ _I -1 .r_t____.----t- I I _ _.~_J I -f I r.____..____~_____-_____I r ao II
502 fV:- = 504:-- - - ~ I I I I I I _____.T._ i ~ ------F------ - ~ Z O ~ r-
-__-~---PIPE -._-r__ - ~ - ~ ~ Z U f~ lJ) j I < Z 1~ Z
60_~ - I - - - I I 500 ~ - , - - - i OD1CkEfE_ ! _ ! ~ { ~ ~ P Qw a
~ + ~ I HEADWALL ~ _.._I `I_~"- -_-`f_r._. ~ ~ ~~T,1=QR ~!~f~d.STrZ. a . .
498 ~ ~~E' - ' _ ' ! ~ I I ~ ~ I. . Bk~RIED-I-~03~-IPF f~OUNE}----_ ; _ _i__ _ ~ T ~ ~ 7 I ~ I ~ ~ i . Q w _I-_..-_.--- ~ t r__-_-_-- _-r----.-_.-_._._.r. (II W M ~ ~ O can a
I I ~ ! ~ flW-~ ~~QU"~ tfFE- ~ ~ t- Q SSAG~ I
i I ~ I 496 - ~ i - ! I ~ T ~ I _ _ - - I -
- - -
DwTUY BLb'V I 484.00
1n ~N O~ ~N N~ ~N M~ ~cn0 rN ry~ ND ~N ~ '"M p~N OM n1~ N~ N~ aN ~M ~N Nt0 ~n t0~ ~O ~O N~ O~ OON ehM t0~ 00~ O~ O~
QI N tA~ ah~ ~N NIn iAN Illy N~ NN NN IryAIN ~N NN Nry ~ry ~ ~1M N ~ ~ N NM MM N M Mf0 M00 ~O ~N .}d Nc0
NN ~N
10+00 11+00 11+00 13+00 14+00 15+00 16+00 17+00 1 18+00 19+00 20+00 21+00 22+00
SCALE f' = 50' ORIZONTAL
' t" = 5' (VERTICAL)
NOTE. PRELIMINARY PLANS DO NOT USE 1 NOT USE FOR CONSTRUCTION.
TOM 177 7 a

I I Q` l PQ i
~J 4 9 FUIT N 1 501 Cd ~1~ ~ ~ arson N`~0
Alltns~, Co P 1 Etvtl tio~ 57 Q 10'-0' . - 6-0' 6-0'
~h ti sFauaP,t sxotao®: I>fi(71 sh C ~ ~ SLOPE
II A>•FS ~ iN !R. , . UPfR. 1 lFT. IYR. J9 1111 ti ~
'li ~ a = 1:t 9, '4 a° F~ a ~ RECN
aP, q ~ ~ 5387 RECN ,y9P 2Srk AD ° J 3 RECN REC
11 17 2 RECN 6 5 17314
~SW3 111 " RESIDENTIAL COLLECTOR ROAD ~ ~ m~ 1 Tim erlake N d~b•
f f >k":iRAII1 MAX. SLOPE \ SATTERFIEIC ~ ID 1131 Aive~ ~ L:JEi. 3:1
urdlt ND RO::JHO rl :I I;1.Y I• Ilk! M
~ ive a a S'IECORABC e ,
' Q~~ NpIEMa ~~Fy RD $ourh ¢ m 02~ N 669.13 317.62 „
P° 1~9 P a R Flar River u ; ' D ~ / S Fp a. TjC ~
u Q I JACK BEAR Wlll ``ti ~0 0+ P \
CNAVIS AO RD ~ Sri ~ o , S~/
I$16 ° q RECN S3 ~ 0
1531 \ 6 ~pOrange 1 y° gCounty gq 1 ~ ~ 6504 - _1 ~ ~
<<Y ~ ~o AEO RD q~ SN edway ~~~h 9 ~ RECN ~ 1 ~
'S1$ 's~ ~ a ~ ~ 0 111 H 5736 +F \ ~ S2 00 0
Rouptmont ~ le wv A° q° g Q° GCI ; ~ I ,
2 ~E 0 a ~ 0 0
q00 c ~ ~ ~ $ ~ s Q o O ~9 rn Sip
' y .y c ~ ~
~ v yP ~ ; o Idwtll y o o ~ ~ ~ CN RD al a 2 OPglry z RO ~ /
Air FEM o I F 0
LIMIT DD ~ P ¢ 1 S TYPI s o 3.82 ac L) F 000 ' , 100 NEUSE RIVER BUFFER ~ L)
~ ~ ~ ~ a 30 ~ S
1' i oP /p~ S 00
~ 501 112. > 00
~~~a~ 2 4p •J
its ~ ' ~
Sp
SITE DATA ~ 9s m •s . ` w 0 ~5 A~~• Cp 4. ac w
- ZONED: 4 ~ 3560 SF LOTS ~ ~ 6' Dc • c0 ~ 51
- PIN = 0911-03-11-2009.000 ~ ~ # ~ 5 rn 0 ~
-TOTAL TRACT SIZE = 69.3 ACRES ~ RECN ~ •9 , 24146 ~ 6 9 s•
-DENSITY ALLOWED: 1 UNITS PER ACRE ~ s 20
_ _ PROPOSED N0. LOTS /UNITS - 34 2
-DENSITY ACTUAL: 34 / 69.3 = 2.04 UNITS ACRE / a 1 N 29
-MINIMUM ALLOWABLE LOT I = 4 0 F N S ZE 3,560 SF. 0 An N !J RECN S3
- AVERAGE LOT SIZE = 1.6 Ac.. v ~ S Q 1 rJ 0/ 2.26 ac 0 62 17164
-ARA - ~ E OF STREET - 6.0 ACRES Q h Q' V ~ F 5 • r.
- LINEAR FEET OF STREET = 4342 L.F. ~ ~ Q Q' 0 Q 32 18
I -OPEN SPACE = 7.6 AC. 0 ~ ~ _ 1.51 ac N g4 287.45 N 0
PERCENT OPEN SPACE = 11 ~ ~v , P~ ~ ~ 20 2.81 ac
~ o n ~ p ~ 1.24 ac
~ o 28 , N
~ v~ rn ~ ~ ~ ~ 1.01 N ~ 2~' ~
rn ~ 5S0 rn w
anv 2 ,,,,p e~sr NOTE. I ADDI'110NAL R/W MAY EE 1 , ~ ~ .12
REQUIItED TO ACCOMODATE r 33 st... d' TAPERS, TURN LANES, AND t 333 ~o
MEDUN ISLANDS I d' 3 N 21 u 4, 8 , ro N 9 N c~
1 1.00 aC ~ ~ ~ 1.00 ac 17
i RECN U ~ 2 1. 2 c
I 5200 I leTA}!a ~ i t~r~.~„~sn ~ 1
„ i 1 ' 0 1.0 ac ~i S60 ~ 3 N ~
I 2 V , la are x.# ~o 00
iaxrttwfurs s 2 i rnN ~ s ~ ~ ~i' a ' 81' 6~' 6 6~ • • , ~ 2 ,~h 2
~ ~ ~ . ~ 88 22 ~ ~ ~
e-w I a,# r s I ~ 1.00 ac ~O
arcs j ~ 26 FDtlaOP MVFl4Nr i [~GP MYD~Ir N~ 26 ' > 16
1.00 1.00 ~ h W . ~ ^ ~ ^ 9 > 1.0 ac
61051agR0Ap ~ rnaaorrAVO,mrr aaaso?rAVVAOrt 34 No ~
~1' ~ 1.02 N
.47 ac , ,
SO ~ .57 ,.NOTE: Permanent Drina a easements ma ~ ~ 4 B y required to eaotaodue drainage beyond the right-0t CF a s fi 32 4.57 23 ~ J w 32 J - ~ ,
FIGURE 4 P~ t FEMq ~ 1.01 ac V r ~ ~ ~~---550 ~ ~ 220.24
OOYR FL 25 RECOI~II4<ENDED ROAD CONNECTION r L/M/ ' N 25 ~ ~ ~ ~ RECN
TS A ~ 1.02 ac !2 ac ~ Q ~i 265.08 ~ 17167
0 NEW LOCAL RESiDENTiAI, ROAD OR RESIDENTIAL , o, o r ~ ~
coL ~ 5 LECTOR ROAD AND EXISTING STATE MAINTAIIYED / ~ ~ ~ I ' i ~{gib i.r ,
ROAD WITHOUT CURB AND GUTTER ' a I 24 ~ ~ ~ ,1.00 ac 5 Q~; > ;t r. N \ 60 10 N
212.91 ~ ~ 91 ~ 1.00 ac o oo \ - > 1.01 ac N
STOP CONDITION , 234.35 rn
i , 2l , 6 83. ~ ,
S ~ 0 ~ 0 1 yC R .06 /rnJ 150. , C R /rtiJ N ,
tk 22 10 rk ~ ~ ~ > ~ 14 .570
2.48 NOTES: ~ i 102.4 2S6 ~ 19. 8 ~ •31 2
1 Z -PRESENT LAND USE IS WOODED AND FALLOW. i ~ I ~ ~ o0
-STREETS WILL HAVE A MINIMUM 60' R W ~ , ~ ~ 2 ~ ~ ~ ~ J r CO
-ALL CUL-DE-SACS WILL HAVE A 60 RADIUS 1.00 ac N 0 ~ 11 0 14 r' S8 ~ 8 ~ o0 0
-ALL RADII AT STREET INTERSECTIONS ARE 25' ~ 3 c0 ~ ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CA=OLINA p; rn O 4 RCN 6 ~ ~ w 1.00 ac 1.0 ac w t
DEPARTMENT OF TRANSPORTATION STANDARDS N 1.00 ac ~ DO p p 1.01 a W ~ 183 ~1~.. ) n .14 ac N tv
-WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. N 1.00 ac rn rn _ R N ~ 00 5 ~ g rZ0 m ,31 ' o
SEWER WILL BE PROVIDED BY INDIVIDUAL SEP11C SYSTEMS. 20523 1 N ~ -ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED SEp 1.0 ac ~ ~ 8 9 •
nc s WITH DURING CONSTRUCTION 2,$$ ac OIl ~I ~ S9 J`~ _:;r~4 ~t~~vs.:
- ALL FEDERAL FLOOD HAZARD REGU A NS WI M I NTH NE L TIO LL BE CO PLED 1. 9 0 .r.,, P2~ p't~:t~~~~p;~~. 1 ~ ~g.V~ ~g~~~
DURING CONSTRUCTION - ALL STATE AND LOCA •35' ~ L GOVERNMENT APPROVALS SHALL BE SUE~IITTED 14 , ~ S1pN4
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL 150. , ^ N • 9 , ~ 7 > `L 12 1
- T P T ~ 06 ~ 0 0 AKEN FROM USGS QUAD TOPOGRAPHY MAPS AND RECN - - ~ 1.0 aC ~aa~?nnua,m~i~~~ - .01 ac J oc 13 CA
SHOULD NOT BE USED EXTENSIVELY FOP DESIGN OR QUANTITY 2051 ~ , TAKE OFF PURPOSES 18.72 17 ~ w o ~N 8.72 ; 0 1.00 ac ;~'~pQ' ~ssr ti
- CONTOUR INTERVAL IS 10' ~ ~ of ° 9 195• ~ ~ RECN ~ e-
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS `S ~ 1 0~ N FF R 0 USE E 74 1 ra ~ ~ 17166
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ~ _._-..s- 0.52 ~ = sF~u. - 115, ?2024 i - 9
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER ~ N SUCH AREAS HAVE BEEN FIELD VERIFIED ~ ~ - _ 2 ~ ~ F
(n 41.54 .NaiN~`~ Q.,
O w 205 p' .~,,q~t s~:. . 18 ~U11pB11pU+~~~"
GENERAL SITE NOTES: RECN
ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF RECN 6326
PERSON DESIGN AND CONSTRUCTION STANDARDS 5218 SS S REC
ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAt ED Q PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. o so 171as S sp
ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE 08TA1NE ~~R ~ o
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 570 580
CONSTRUCTION DRAWING APR 307 N D Slow ~ P OPAL 1S REQUIRED BEFORE CONSTPJCTION g 'T~K h+~ ~
OF THl PR Y S S OJECT CAN BEGIN. STEWART-PROCTOR,PLLC PRELIMINARY S(1'E PLAN FOR
~ FEn~ Si{ow~l NC TI_o p~A fl P 2 dD i 1~App,~c~ ENGINEERING and SURVEYING
CONTRACTOR SHALL VERIFY THE A80VE AND BELOW GROUND LO~,TION U ON ISI !V BD SU TES Q C z ST GRAPHIC S A E VE RI T F
l1C dl f CVICTIAIC IITi11TICC DDf/1D T/7 TUC CTA DT /1f IV'1 AICTDII/` '1 Al IE EL/~E1 \ 319 CHAPANOKE ROAD, SUITE 1G6 i
"nr.rrrrvv vrrurrw rnrvn lv me 'Jrnnr yr wiv~inw -/IV CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLCTING i 200 4W RALEIGH, NO 27603 'N MOORE JR.
,oo PRELIMINARY PLANS UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTIORITY A.B. PERRY JR. so TEL. [phone] FAX [phone] OWNER : ALSTON CHANNI G
CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PR/Oa DATE 3-3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON 'NORTH CAROLINA
NOT FOR CONSTRUCTION T 319 CHAPANOKE RD. SUITE 106 TO THE START Of CONSTRUCTION
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 27603 i OF ANY SIGNAGE. , IN rm SCALE 1 = 100, DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY
i inch = 100 tt, DWG. NO.
REVISIONS 1 - PtN # = 0911-03-11-2009x.000
4 w
1 7-1

.fit ki} ~ r.;:-g ,cwt: ,.Xa ,...;i ~ ~ a, ' {?M". .R, - . rA, : sI. - x. ~ .x..atir„'s'b+.~'.i1i;ii..ar ~ . ' . E. ! a. y ''f. .v~. _ 1 9n ~ ..A 1- -ih i~ iih fp. ~ +m .11K _.___......_y.,_ _ ~ .u ~ xx.......r........ .,..,..x..s..<...a~. , s....: _ _:...w_:....._u_..:.,~., ,..'F~'.3i.._~L s?~.__~.,rl~.•~...a_ . x„ _ ~.r.~icie$...:.~.r~cHuou.;, _ a~.~._ ,.~f; . ~.r _~~'i ~er~® d,, . _ . , u _ - . ..:a:~r.- ~
I
5387
. •
RECN
3 R - ECN ~
6115
~ REC
17 2
i RECN 17314
~ ~ 2
~ 317.6 ' 2
~ !
~ 6 ` ~ 69.13 ~C'
RECN \ A
5136 ~ ~ s o,
\
~ ~ ~ ~ ~
0 4 ~ q.9 \ ~ O REC \ \ 1 N
tx ~ O ~ 6504
\ ~ ~ ~ _
~ \ Sp FEtij ~ ~
FE>ti 3.8 ~~M/, ~ ~
2 oc CB# . ac S IY X00 ~ P ~ L _ _
~ ~ ~ ~ ~ i ~
112,
~ \ 100 NEU SE RIVE R BUFFS
~ R
m ~ VL R CB SO 0
ECN ,9 \ 1 96 ~ . _ / S` ~ /
~SPR A ER 24 ~ s ~ I 146 ~ S , ~ 2 a
~ ~ \ h`J ~ ~
0 5
~ 0 ~ . 0 , ~ ~ 4. , 6' ac
F~'1 '1- , p~, W
~ ~ ti - ~ ~ 5~ W
~ FA W
t Soi ~ ~ . i, ~ S t~=:. N 29 .
P ~ HF
t. ~ 3 I^I CK A ~ 2 F 2.26 ac ,
~ ~ ~i ~ t~~,. ~ C~ ~ ~ ~ v ~ 1.51 ac 2 . 56
' , , f ~ v Q' 287.45' / ~ RECN
~ ` 1716 O 20 1 4
VEL ~ v LE ~ ~ N 8
~~~SPREADER ~ ~ ~ 1 , RE / ~ 2 q., CN 9 24 ac ~ 2.81 ac
5200 / ~ 1.01 ~
` ~ r x, A 33 , ~ ~ ~ r N ~ ~ / ~
< ~ I~~. ~ ~
\ 1.00 ac ~ 3 18 N 4 o .12 X20 r 333 r`
~ r \ / ~ '89 ~ N
N co 21 W J E
\ ~ ~ ~ ? i + 2 ~ 1.00 ac
\ / 2, , ~ Q 2~ ~ Q 1.0 ~ ac ~
\ \ i ~0 ~0 , ~ f ~j 17
~ ~ / , ~ ` ~ 1. 2 0~• 3p 2 c
N ~
~ k
/ i 26 2 ~ ~ - , ~4 5 2 60
' ~ 34 / Sp ~ 6~ 1.00 1.00 ac 6~ ~ 2
~ ~ ^D 4 7 ac F M ~ h ~
. A ~p ~ ry' O• O N 0 ,~0
~ OrR ~ ' ~iMir F
/ ~ A uNEAR FEET of STREAM t0i LF \ 324.57 A1' a 9 w t6 j
~ 1 N , 1rV f.0 ac 23 1 ?2
INTERIOR BUFFER AREA (ZONE 1) 4,1AO ~ ' ~0 , 25 ~ 1.01 ac I
h'"` ExTERIOR BUFFER AREA (ZONE 2) ~ D O 1.Q R - 1 . .02 ac , ~ v
~ Sp - ~ ~ +
0 ` - 234, ' 0 ~ 2 ~ 20.24'
35 ~ ' ~ 212 c 2 26,, ~8 55
~ •V 12, 9 ~ 0 1 24 ~o• I ~ ~ RECN
49, ~ ~ 2 ~ _ 1.00 ac 17
H ' 15 167
~i ~ , ~ 6 15p, , , 22 6 ~ ~I I t .8 , .00 ac
2 102. ~ ~ h 56
~ 2 D ~ R N 1.00 ac N 4g ~0 0 i 1~
20523 x ~ N I h ~ /
A a 3 ~ ~ , \ ~ ~ ?s ~ 6. ` ,
~ N 1.00 °C p 4 ~ NOTES ~ . 1 ~ ,
~ 1.00 - PRESENT LAND USE IS WOODED AND FALLOW. \ I g,74 21
2. °C ~ R'? _ ~ °c ~ STREETS WILL Y•iAVE A MINIMUM 60 R/W ~ \ 5 O~ ro 9 -'S70 6 ~ ~ rn ~ ~ 8 ~ o0
- ALL CUL-DE-SACS WILL HAVE A 60 RADIUS ~ ~ \ SfP N of nc 1. ~ .14 ac 0 11 DO v i
-ALL RADII AT 5: fREET INTERSECTIONS ARE 25 \ . ' ~ ~ ~ ~ SOl ac R7 _ RECN \ ~ \ ~ U ALL STREETS VIMILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ 5g, Nf R~ '6'j 1.01 a W o0 O ' W w 1.00 a: ao o~
205 \ 35 DEPARTMENT OF TRANSPORTATION STANDARDS 1 ~ 14 , ~ N 14
- WATER WILL BE PROVIDED 8Y INDIVIDUAL WELLS. \ ~ ~ . ~ ~ J 1.0 ac 58 w RCN 0
- SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS. ~ ~ \ \ ; • • ~ , 150. , -ALL NCDENR ER20SION CONTROL MEASURES WILL BE COMPLIED 25 x50 x6 GRAVEL ~ ps S ~ 3, ~ ZO N 183 ~ 41.9 8 9. i
S \ ` - WITH DURING CONSTRUCTION CONSTRUCTION \ t. \ 2
- ALL FEDERAL FCLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ENTRANCE \ \ ~ ` - - . 1
DURING CONSTRIUCTION ~Q N (J \ SF 1, 1 - 6 78.7 ' I 7 N • S 2 ~ ~ ~ 9p
-ALL STATE ANLD LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ru ~ FFER - ~ ~ ~ - ~ ~ ~ TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL \ \ " • . , c~ ~ ~ # ~ .01 ac 12 ~
- TOPO TAKEN FI+ZOM USGS QUAD TOPOGRAPHY MAPS AND ~ ~ - ~ ~ ' ' - - l \ •9 g5.7 ~ o ~ 1.0 4 \ w ac ~
SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY ~I ` - _ - ~ 13
TAKE OFF PURPOSES W -CONTOUR INTERVAL IS 10' ~ - o - _ 0.5 ' rn ~ 1.00 a
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS LEGEND RECN \ 2 c ~ 115
DRAINING 4 ACE~ES OR 4 LOTS AND SHALL BE SHOWN ON THE ~ RIP RAP ENERGY DISSIPATOR 5218 .gg \ RECN
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER '9 SUCH AREAS HAVE BEEN FIELD VERIFIED cusTOM BASIN Q RECN ~ ' 17166 ~
\ \ 241 , ~ 'S4 ~ ~f
TEMPORARY MATTING 6326 \ ~ N ~
ENKA MAT ~ 20 ^~i
GENERAL SITE NOTES: ~ ~ STORM SEWER FMPE SITE DATA SS 8 2 ~ ~ 0
ALL WORK AND Mb,7ERlALS SHALL CONFORM TD THE COUNT?' OF a~RSK>H FEHaNc f.R ~U~~~ 6 G~ I Obwy~ , R_WN~ P~~R
PERSON DESIGN' AND CONSTRUCTION STANDARDS GRAVEL CONSIRUCTK>H ENTRANCE -ZONED: 43560 SF LOTS J~ i BEN g50~ 6 os~1° ~a
ALL NECESSARY AIPPR01/ALS, STATE AND LOCAL, SHALL BE OBTAINED -PIN # = 0911-03-11-2009. 00 PR10R TO THE COMMENCEMENT OF ANY CONSTRUCTION. ALT -TOTAL TRACT SIZE = 69.3 A RES
ALL NECESSARY ~NCRDACMMENT AGREEMENTS SHALL BE OBTAINED -DENSITY ALLOWED: 1 UNITS ER ACRE 1Q~ RE c
r PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ~ S~~ 1 QN 7188 S
- PROPOSED N0. LOTS UNIT = 34 M~~-1°`~S C~'~, CONSTRUCTION Dt4AWING APPR01/AL 1S RE UIRED BEFORE CONSTRUCTION Q FQ 9p 3
OF TMIS PROJECT CAN BEGIN. -DENSITY ACTUAL: 34 / 69. = 2.04 UNITS /ACRE 95 524 sF .N iTP~E'r3 s 2r ~ T ET3 - 0 TOR PLI~ PRELIMINARY SITE PLAN FOR
- MINIMUM ALLOWABLE LOT SIZE = 43,560 SF. I STEWART PR C , DPI SP~E ENGINEERING and SURVEYING
-AVERAGE LOT SIZE = 1.6 Ac.. 5~eoo Sr D S I . . w.. ,mow l~w.w I AAA AI 1AA/1 /fA/A~ I
CUNIHACIOH SHAZ-L VLH/fY 1HL ABUVL AND BELOW GROUND LOCATION DEVELOPER - AREA OF STREET = 6.0 ACRE 0 Ooo PM i-oT ALLo~ergLt ALLO-Job,eLt GRAPHIC SCALE 319 CHAPANOKE ROAD, SUITE 106 f LA I KI VLK LZ lA /tS JUffUI VIJIUN
OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION S
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING - LINEAR FEET OF STREET = 4342 L.F. 100 u UTILITIES WITH FHE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY A.B. PERRY JR. - OPEN SPACE = 7.6 AC. o~ Fe 2 S i 0 50 100 200 4W RALEIGH, NC 27603 TEL. [phone] FAX [phone]E=' OWNER : ALSTON CHANNING MOORE JR.
/c rc- CONTRTACTOR SHlALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR - PERCENT OPEN SPACE = 11 % DATE 3-3-05 SURVE -D BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA
319 CHAPANOKE RD. SUITE 106 TO THE START OF- CONSTRUCTION I4. Co 76
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 27603 OF ANY SlGNAGE. , IN FEET ) SCALE 1" 100' DRAWI BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY
1 inch = 100 fL DWG. N0.
REVISIONS 1 - PIN # = 0911-03-11-2009.000
ap 05-1397

LINEAR FEET OF STREAM 109 ~ ~ ~ , ~f ~
ti~ ~r 4 LOCATION QDANTITY AND PLACEMENT OF DRAINAGE 6p PU R~
INTERIOR BUFFER AREA (ZONE 1) 4,789 SF ~c R PIPES AND EROSION CONTROL DEVICES MAY VARY
EXTERIOR BUFFER AREA ZON: 2 L V L TO BETTER CONFORM t0 FIELD CONDITIONS.
S R ADER
p oa 1s o0 0 - S S
D 0 ~ A 1 w~ ALL WORK AND MATERIALS SHALL CONFORM TO
s D ~ ~ , Op ~ ~ L IN THE STANDARDS AND SPECIFICATIONS OF NCDOT
. ~ 19 ~NrX t9+4p AND PERSON COUNTY. THE CONTRACTOR
~ S 1~ TA. 10~ 00 S .45 TH SE STANDARDS rq, 1p+ SHALL OBTAIN A COPY OF E 00 ~_2 PRIOR TO CONSTRUCTION,
AREA O~ ~ ~
c~, 00 8 pp
Nr~` + r~ ~ 6 0 ~ ~ LEGEND
~ p o B / / Pl STA fJ+s5.?s 9 p0
1. ~ Z% ~ = 525258 ' r ® RIP RAP ENERGY DISSIPATOR
\ ;/1;' % ~a R = 500.00 CH CK M ~ ~o T = 248.65' o ~\p ~ CUSTOM BASIN
W PIT / , r rr ri i. L = 4s 1.49' t~
-+~Af- TEMPORARY MATTING
F ~ <~v~::;f. VE 21 p - ~\0 ENKA MAT
Aa: R ADER 1
I FlLL ~ U ~ PIPE A STORM SEWER PIPE
< ',PIPE A 100 NEUSE RIVER RIPARIAN BUFFER J! . 80 P p? X04 ~ p ? DIVERSION FENCING
w H~w MEASURED 50 FROM CREEK i ~ WWI W2o
r A 0 8 NK,ON BOTH SIDES. 1 v=j''+ GRAVEL CONSTRUCTION ENTRANCE
CH CK DAM ~ U WtiN
W PIT ~ ~ Q~ -SILT FENCE

\
• ~ 67 TAPER SGHT ~ ~ a'1
TRIAN I
.b0' a. - _~L R
7T-' R~ 30'
2~'x50'x6" #57 WASHED - _ GAVEL CONSTRUCTION ENTRANC
EXlSnNG ROAD

~7~~~~~~ls RECOMMENDED ROAD CONN a~,s ECTION
p STOP CONDITION L.!'IN VI W L 7 N~"
S~Qi
7r~t
552 ~ I ~ I ~ I , - ' 1_._.__._
I _ - - - - -1- I- - -I- - - - I i - - r
~ 550 I -t ~ ~ I ~ - f ~ I j -1- ~ i '
1 I I j_. I I ~ --1_.__.__-_-___ I - - --I- i i I
- - ~ I I i
I - _._.t____.-.__~___ ~VLSIA_~.~Z*5Q._ ~7`--"---~"~ -----i-- I _ i i PVI ELEV) ~ 89.00 j - 69.00 ~ ~ . I
546 - fi_ ~ I I ~ I ~ A.D. 2.17 2.17 ~ ~ ~ - ~
y- - __-.~--_.____I------_- ~ , I r Z
- - ~ ~ 544 ~ - T - - -i- ~ O
i ----F---_.._ - - I
1 542 I - ~ ~ I ~ ~ - fi o M ~
; ~ I ~ W ~
~ 540 -~------i---~--- ! i : - _ _ as i I ~ _
' k I ~ ' ~ PVI STA ~ 14+00 , _--_-..t_._---T- ~ i
r---- , ~ - 1---------_-_ . _PVI_ECEV~~= 82:66- - . 5381----- --------,------------h- , w i ~ m~ to ~ .i; ~ ~ m ~
I _.___r_--_____._.-__.__--_.-,_. I - ~ ~ O W t,Y / I I __.I_ ~ O
~ I I ~ ~ i ~ -~j~- --L.__-___---- - 536 -_-~.______.__._L_-- I 150.tl0 VC I , ! i ~ c .r -t------- _t - ~__r__._ r_ i~ I I-~---1------- I--------i i I Z w p
. -t------~- _ _ _ I ~ I ~ - ~ i -r- ~ Z Di i O
I r ~ _--___----L-_- - ~ ~-1 .~---_.__..___r._-____.__' _.__.__..___i._ Q
534 ~ I ------1----= - ~ I ~ ~ -T-- °------r----iA~ --i, I N
` ! ~ -eo----- - - _ _ ____..__..__._-._a___.-_._ I _._.___..__.._.....__i _ _ /I t ~ i l- i- ~ i r I z
532 ~ ~ ~ o : , ~ 111.-_. _ _ r t / i ' I i ~ ~ - _ _ ' ~ ~ i i I t ._v._._._.___..-,__ _ _ ~ I i 1_.__.._.___._.____L_____. ~ ~ l _ .._..__._f. 1 a-~------ _ _ ~ r~
I _ _ _ _ _ _ _ J I ~ ~VI! STA = 11+23.68 _ _______r- ~ _ : _ Y i ~ I z~W I i i ~ W~ o I
530 - ~ ~ i ti ~ I _T ~ . ~ ~ I _ Q Q a 5.2._J__._.-_.____. _ F._.___.~_-_
K a ~ - -t------~ _ r; - _ 30.01 ~ ~ I ~ -T- 4!
528 7- f ~ -~-----1--- -r- ~ 215.00 VC ~ i -'"F- ~ ---3-.. I - - __-I-- . ' I N n ' ~ ~ I ' ~ ~ ~ w _ ___.L__-- _ ! ~ u
i _ _,...-_~__.F._ . r- _ Y~ I i I n 30 R'~HT ~ _ - - . _ _ . - - - _ _ . _ - - ~ i _ _ . _ . _ _ _I_. ~ ~ I------- .
! _ 2;0 526 : - _ . _ - - - ~ ~ . ____a _ ~ ~ ~ z w v
. _ _ ' ~ w _ _ _ ~ _;__-EXISTit~ GROUND_.__,-,._.-_--~, _ _ ' _ - - - ~ -d / -t . + ~ > z ~
524 ~ i i I i I I _ J, .___--...,_.-1-_.--__-__._. ~ r I I ~ O A~._.-~_ ~ ~ ~ a---- r---------_____--~-------~---.._-.~._.1
~ ~ i I I I I - a ~
522 N - i + I ~ I i , I I 1 ~ O ' ~ ~ ~ •I I I ~ lL ~ ~ i, i f I I
. _ cr -~>l ~ _ I _ a_ O ~ , ~ , - : + , i
_ . I! _ _ w II ~ ~ Sta _ _ . _ _ w / 1 _ _ _ _ _ _ _ _ i. _ _ _ _ . _ _ _ m z
~ m ~ SOP _ _ I . _ . _ _ . _ ~ ~
518 a~ - w ~ f - ---r-- _ _ - - r-- I - _
N . _ ~ a._____._.___.__ i.._ I Z H r.___ . _ - L_.__ . _.y.-_ _ ~ _ . y..
- I Z ~ _ __i...--.___._ - i ; I 516 ~ " ~ I I ~ ' ~ t 1 ~ I I
_._-_j___-.~._ ( I I ~ ~ ----t--- _ -_._.f _._.~t_.____._~ I I I ~
0;3 ~ ~ -I- -----t - i 514 _ IO._._ ~ - ' r-___.___ tom' r_______ i I ~ i i I I ~ I ~ i _.___-._..__._i__._. ! I
I --~----r_--_._._ --r----____-__-r-----------~ I ' I ' i ~
~ -I- -fi -t- ---}-_________t----_---_ 512 - _ 4-_;.___. ~ ~ I I I i - _ J___..____ --j- -.T_ . T -F- - I i ~ ~ ~
k -t--_-_-- _r_..__.._____~._...~.~___~._~______. 0~ I
I -I 7._ ~ I 510 -C ---t--- I __-~-____----___-j____-- i _--r-____ -i___-----1--~-- o }
/ I I ~ - ~ I i - t- - _f___~._ _~w_j«~.r. I __~-M ~ fG r ~ I I ~T t0
,_---I _ Q100 BA KWATER I / ~ i -t---- 508 -1----- ----L I I ~ ---f i ~ a ~ o~
--r--- i - - ~ i t 1 ~ ; I i ~ _....________---i--- - I i Z t` - ---..L-- _ r vOi o I , J ~ I I ~ I I
506 ~ - ' ~ ; ~ "--t_-_ -j-- - --r-- -_--_-__r-_-.__-;_._ ~ ~ ~ w
1 { i r---_ __~____-.-___r_ ~ I ~ ~ I I ~ i - _...__..___.---~_t__-_» H ~ ~ i U x
504 _ ________.___r__-______ ~ I I I ! ~ - I U1 I Q t~
! ! t
- --i------- ~ i I f0~ O~I~~AOWAtC ~ I -r _ f I I i I I I I i a C OON ~ y._ I p tp IA
502 ~----Etf1~- 504-- - ~ I ~ - -I- - ' I I f _ i I I i I----------. i _ ~ w r II I ! I N r- - _ _ ~ C9 Y i t~ z o
-p{pE-q- - i ! I I i ~ ~ ~ azr Z
500 --s~- R~ I - - -1- ~ W a o?
HEADWALL ~ ~ -f- ---1---------t-- --------t--- ----r- -I--__.__-_L-.~_._.~._..___._-_ ~1UT FAR, c~~~~ TR _aCT . ~ ~ ~ ~ a
49e __-----PI~E-B~JRIED-l-30~-~~F- _ ___F_____-___.T_._-----_-_~_.______________!__.__.__.---_ _.__._____L_. (ROUND ~ ~ ~ - T_.__ __I__ z a U w
~ _-____-°--1---_-__ _ _ - I ~ i I ~ ~SS~-GE~ ~ , ~ t I f I I t` W n~ i~ O (n ~ -~-----_____~._______,__________~..----------T---.___--
496 ~ i I ,._-1__-_______..;_ I
- I DATUM ELBV . I
49400
N ON O~ NN ~d Ofd McnO nN NOOi 00 NO af0 00 VIO OM
n cV ~ ~ d ~ ~i 0 O O O O ~ ao~ a~ aoN m~ ~N o~ on
mN OM ~M) NO NO NO NN M In ~cp 'Dn Opp op rnp IM ' N NN dN ~ll~A ~N NN N~ ~N ~N ~N ~N NN ~ NN ~ ~M NM ill N N N N N rMN M~ MO rOj~ ~O ~N ~O NN ~N ~N ~N N~ ~N
u u
i
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+OQ 18+OI SCALE: 1 = 50' .(HORIZONTAL) 18+00 19+00 20+00 21+00 22+00
I' = 5' (VERTICA L) PROFILE VIEW FOR Ll
NOTE. PRELIMINARY PLANS DO NOT USE FU OT USE FOR CONSTRUCTION.
r Rm" PM TM WIF 7 77f? WAR w M-sw W- 9 e 77 71-

r PL '
~J A f 7 N 1 501 t?\ i?~ 6 ~ lA arson ~0~
Allene Co ,
I level ~o, 57 pr 20'-0' F-0' S-0' vh 2 SIIOl9D6lt Dli~i ~.OPB \
sh CgrFS ~ IYR• W leT. IM'!R. I•I1R. 113g II3j ti 2 ; /:1 ~
Qo ~,~1 a sloes RECN
9,aP ~ ~ >k 5387 RECN RECN REC N
n9 2r~ Rp , 9p e 3 ' ~i~ 3 P " RESIDENTIAL COLLECTOR ROAD 115 17 2 REC 6 17314
~ ~ Tim edake 0'd• \ I,
SATTERfIEIC f h! Aiver ~ L~T~1. 21 M
t0 ardb11J1 Hp IO~:JNO 11 :I BT1 Y b 1/21
~ ~ ne 11 ¢ ~ STBC OR ABC , 1
' Pad NOIEMp F ~`EV AD Sourn m 02 669.13 317.62
P~ \\\9 a RO QO Flal River ~ ; S ~ CFA a.*~'
•I1 Q ~ ~ JACK 8ER yth~ $ ~0 d p C
CHAVIS A AO , ~ Sm~' ' o , S~/
IS7g ~ 9 y RECN S3 0
6 y~Oranpel~l a 1 S ~ ~ 6 4
yp! 9Counry • eq~ 3 RO !y S edway ~ pN PEO RECN - rn ~ 1 ~
ISIS iJ 9'op ~ x f~i q0 1111 N < S2 ao 0
° ~ Roegemom It la w'v 5736 ~ Np 9p 6 0~ GCI F i
r ~ o so ~,.v-~--'
2 E 0 Ix ~ p0~ `~1 c ~ ~ 5 ~ ;p p ~ rn ~ Sao
~g - i m~ m ~ n ~
~ ' ~ y9 ; o ~ Idwell \ ~
j CH R ~ 0 2 1 OPKIN ~ RO ¢ 0 R,va FEM o ~ FL00 FL000 RIV R BUFFER
LIMIT ~ - ~ i S TY fr p (PI 100 NEUSE E L)
s , 3.82 ac L) ~ ~ ~ ~ a 30 ~ S
/ 00 tp~ 00
~ 501 112. ' • > S00
2 ~0
ats ~ ' 1
S Op
SITE DATA 96 m •S . ~5 > w p~lk • ~ 4. ac w
_ 2 ZONED: 43560 SF LOTS ~ 5 6' (k • co 'S S1 rz ~ ~ 0
- PIN = 0911-03-11-2009.000 ~ 6 # 9 ~ j`i 7 J 7
-TOTAL TRACT SIZE = 69.3 ACRES ~ RECN ~ •9 , I
24146 w ~ -DENSITY ALLOWED: 1 UNITS PER ACRE S2 0
W -PROPOSED N0. LOTS /UNITS = 34 Z
- DENSITY ACTUAL: 34 69.3 = 2.04 UNITS ACRE ~ / / 0 ~ 29 N
- - ~ F N MINIMUM ALLOWABLE LOT SIZE - 43,560 SF. 0 An N N RECN S,3
- AVERAGE LOT SIZE = 1.6 Ac.. v ~ S Q 1 0, 0 2.26 ac 62 17164
- - C~ AREA OF STREET - 6.0 ACRES Q ~ ! ~ F 5• ~
-LINEAR FEET OF STREET = 4342 L.F. ~ ~ Q Q' 0 Q c~ 32 18
-OPEN SPACE = 7,6 AC. 4 ~ ~ N S40
~ ^2 1.51 ac - PERCENT OPEN SPACE = 11 % n~ ~v 287.45 N 20 2.81 ac
Q~ ~ ~ ~ ~ r\ ~ ~ ~ o n ~ p M 1.24 ac
~ o 28 A N
~ ~Q rn ~ ~ M~ u u/ • V ~ ~ ~ ~ ~ 1.01 N 2~
~ 2 ~ 550 rn w
NO18: a^'• ~ • ~
ADDf110NAL R/W MAY BE I REQUOtED 1'0 ACCOMCIDATE M ~ 333.12
TAPE~s, ~IVxx LANES, AND I 33 ~ MEDUN ISLANDS. i ~ 3 ~ 4. ro N 21 ~ / V 9 (Cf '
i 1.00 ac N 1.00 ac 17
i RECN V ~ c~ 2 ~ 1. 2 c
I 5200 ` ~ i ><T~ ~ p.
1 MGUau~rat,v~utnNr» Q~ 1.1 i 1 1.0 ac o ~ 560 3 N ~
i 2 v 2.2 M' 00 ~
2 ~i' a ' 81' 6~. 6 i 6~ 2 ,~h 2
i ~ - ~ 0 4 enr - - am /-.'ice pr • + • ~ • ~ 88' 22 ~ ~
v ry +-x I sw i ,a D~ 1.00 ac 0
~orrave~mrr I ®aear+vomrt M 26 ~ J , > 16
1.00 _._._._._._._._._._._._._._._._._._._1_._._._._._._._._._._._._._._._.-._._ . p ^ ~ ^ 9 > 1.0 ac
0 3 ~ ~o OS ~ M
maeorr~vae~xr e:mrerawao ~ 34 ®aeareve~rt ~ ~ ~1' ^ 1.02 N
.47 ac ,
SO ~ 4.57 ~•NC1TE: eermmeot Drainage easements may he required W aecomodate areinage the ri af•.nv. ~ tl' 32 ~ ~ 24.57 23 r ~ w ~3 ~
i~IGURE a , i , nw i 1.01 ac v ~ ~ 550 ~ 220.24
FEMA 10 OYR FL 25 RECODOYIENDED ROAD CONNECTION r L/M/rs N ~ ~ 5 ~ ~ ~ RECN
A ~ 1.02 ac ac ~ ~ ~ 265.08 17167
NEW LOCAL RESID , O ENTIAL ROAD OR RES)ENTIAL 5 o~ o o r ~ ~ 15
COLLECTOR ROADAND EXiSTINGSTATE MAIlVTAIIVED ~ i ?~=`'h
ROAD WITHOUT CURB AND GUTTER I, ~ ~ I 24 F~.~~ ~ tiw•. , ~ 1.00 ac 56
212.91 - I ~ 1 ' ~ ~ N CO I 1.00 ac > ~ \ 1.01 ac ~j N
STOP CONDITION L 234.35
I , ~r 2~ ~ ~
so R~ 0 1 R • 06 /~l ~o
154,2 ' , N 2 102. h ~ h 570 ~ 200, 10 ' > 2S 9 ~ J~~ 2
48 I NOTES: ~ 1 2.48 I 6.3 21 ~ , 1 ~ ~r~
i ~ 'S Z ~ -PRESENT LAND USE IS WOODED AND FALLOW. I ~i~ 0~ ` .WgTERG~AL BRA~rCr I ~ , ~ I ~ ~ DENR gTO~~EK
, ~ / ~ STREETS WILL HAVE A MINIMUM 60 R/W ~ 2 ~ ~lpS Pin ~ ~ ~ J WET ' 00
-ALL CUL-DE-SACS WILL HAV R I ~ E A 60 AD US, ~ O. 1.00 ac N O O 11 ~ ~ t 4 580
- ALL RADII AT STREET INTERSECTIONS ARE 25 ~ 3 cp ~ • 8 ~ RCN 6 ~ 1.00 ac 1.0 ac w
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CA=OLINA ~ p 4 DEPARTMENT OF TRANSPORTATION STANDARDS N 1.00 ac ~ ~ p 1.01 a W ~ 183
- wa w ~ N 1.00 ac rn rn TER ILL BE PROVIDED BY INDIVIDUAL WELLS. R N ~ 00 5 ~ .14 ac N N ~ S ~0 3, ~ .
-SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS. 20523 1 N ~ cn ~ 8 9
-ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED SEpT1 1. ac C S01 WITH DURING CONSTRUCTION 2.88 ac C ~~N S 9 90
- ALL FEDERAL FLOOD HAZARD REGULA ONS WILL BE COMPLIED NTH E 17 ..241 ~ ~
DURING CONSTRUCTION ~ 35, ~ ~ g• ~
-ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUE~IITTED 14 , TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL ~ 150.06' ^ N ' 9 , 7 > ti 12 1
~ TOPO TAKEN FROM USGS QUAD TOPOGRAPHY MAPS AND RECN ~ 1.0 aC `~osumuaunyi,~, ~ .01 ac J ~ 13 CAR
SHOULD NOT 8E USED EXTENSIVELY FOP. DESIGN OR QUANTITY 2051 , 178, 72 N 0 78.72 ; 0 1.00 ac ' o~` Essi ti
TAKE OFF PURPOSES - 1 g ~ RECN e•
CONTOUR INTERVAL IS 10 , - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS 100 N USE FFER 5.74 ~ ra ~ 17166 g~
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE \ ~j, 0.52 ~ = 2a 115. g zoo
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER N
SUCH AREAS HAVE BEEN FIELD VERIFIED ~ - (1t 41.54 ..'c~ NOINE~ P •h
J W 205, ~ a,,,,fiL.S'~,.,;:~, 18 »,,,,,,,,,ts.,
GENERAL SITE NOTES: RECN
ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF RECN 6326
PERSON DESIGN AND CONSTRUCTION STANDARDS 5218 SS S REC
ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAI. ED Q 0 60 17188 S 90
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL 8E OBTAINS xas~v~nr ~ 0
PRIOR T TH 0 E COMMENCEMENT OF ANY CONSrRUCTlON. ~•r- 570 580
~ Q AND S+low~l CONSTRUCTION DRAWING APR TPJ TI P 01/AL IS REQUIRED BEFORE CONS CON g T+~x M,~p y s
OF THIS PROJECT CAN BEGIN.
Fen~4 5~(owAJ t' NC Tr,_o p~A +.1 ~ ~ dD c M pp.~~~ STEWART-PROCTOR,PLLC PRELIMINARY SIl'E PLAN FOR ENGINEERING and SURVEYING ~
CONTRACTOR^SHALL VERIFY THE^ABOVE AND BELOW GROUND^LOC=TION D E VE L O P F R ,I 0 VI BD SU S T TA ES R VF R GRAPHIC SCALE 319 CHAPANOKE ROAD, SUITE 1C6 , i
Ur ALL tXIJIIN~ U1ILIIItJ YKIUK !U It-it: JIAKI Uh GUNJIKU(; IN RALEIGH, NO 27603 CHANNING MOORE JR.
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLCTING PRELIMINARY PLANS 100 UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUT-iORITY A.B. PERRY JR. 00 400 a so t0° 200 TEL. [phone] FAX [phone] OWNER : ALSTON
CONTRTACTOR SHALL VERIFY ALL EXISTING S17E CONDITIONS PR/03 DATE 3-3-05 SURVEYED BY OTHERS JOB PEI-JR-PERSON 'NORTH CAROLINA
N 319 CHAPANOKE RD. SUITE 106 OT FOR CONSTRUCTION TO THE START OF CONSTRUCTION
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 27603 rm ) SCALE 1 - 100, DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY ~
OF ANY SIGNAGE, ' i inch = 100 ft DWG. NO.
REVISIONS 1 - PIN # = 0911-03-11-2009.000
r 05-
.

I
i i
i
r4 1
f E
I
t
i
\ i
f I
\ ~ r E f i
00 ~ I t
ti~ ~ ~ fir.
' ~
' ~ ~
r ~ ~
~ ~ H CK A ,r
'r .:~r~ , ~ , ~ T r; ..r ~ ! ~
;;r ~ ,,~f ; .
~r '`s` , , ; xs '
fj , r.
r ~ % , 6 ~ , 0 6~
~ ~ ~
r
° ~ /

A ~
~ ~ ~ ~ ~ ~ 1
~
~
~ \
~ ~ ~ ~ ~ \ ~ ~
O ~ ~ y ~
~ ~ r
O
O
1

SCAL 1 = 50 » >
CAL ~ _ .1 0 W: Y ~N~` r.:~:]
LINEAR FEET OF STREAM 109 LF
WETLAND IMPACT AREA 439 SF, 0.01 Ac.
,~-<.'v INTERIOR BUFFER AREA (ZONE t) 4,789 SF
EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF A = .1 50
r ~Y
i
t !
~ 1
1
I 1 i
N
O
~O
' ~ 1
•
V 1
~
a E
A `
~ ,

\

,,,u,,,, N~o
~ ~ FEr"~ s o o .~t, • i ~
Q sEAI
22024 ~ r
f i » ~ i . - Q-
S A _ LE. 1 0 1 50 ~ y P•
I ,
/d
SHEET 2 I
STEWART-PROCTOR PLLC ~ I S TE PLAN FOR
LEVEL SPREADER DRAINAGE AREA C 1101 Q10 FACT FLUSH !10 FACTOR LENGTH LEVEL SPREADER ENGINEERING and SURVEYING ~
319 CHAPANOKE ROAD, SUITE 106 ~ FL4 T RIVER EST A TES SUB I V D lSIO N
~t 3.5 AC. 0.35 7.2 8.80 CFS 13 CFS 13 tt5
2 0.6 AC. 0..35 7.2 1.351 CFS 13 CF$ 13 20' KALLIUM, NU Z/bU,5
3 5.2 AC. 035 7.2 1.1 CFS 13 CFS 13 170' TEL. [phone] FAX [phone] OWNER . ALSTON CHANNING MOORE JR. I
7.7 AC. 0.35 7.2 19.4 CFS 13 5 5.5 AC. 0.35 7.2 14.1 CFS 13 CFS 13 253' CFS 13 184 DATE 3-3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA 184
6 5.0 AC. 0.35 7.2 12.6 CFS 13 CFS 13 164' „ SCALE 1 = 50 DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY
DWG. N0.
REVISIONS 1 - PIN = 0911-03-11-2009.000

000'6002-11-£0-1160 = # Nld - l SN0ISU13b
'ON '9M0 Oot = goui t • ~ 30dN0IS ~lNd d0
J~1Nf100 N0Sd3d dIHSNM01 a3111d ldld SlW ,l8 IMdi~O ,OOI =ul 3l`d0S HI) _ ~09LZ ~ N H~~~~d~ NOllb?7b'SN! 1 1 ! ' N I d- 3 ON 1 0 210 21d 0321 ~b321 S! 11W213d 9 S 1
b'NllObdO H1d0N N0Sd3d-d('-9d 80f Sd3H10 J~8 0: 3~1df1S 50-£-£ 31'd0 V ll = 30'ddS N3d0 1N30d3d - 9O ~ 31I(1S 'Q~ ~~iONb'db'H N0110(k11SN00 3fJ 121b'1S 3H1 Ol 0 6~~ 210R1d SNOI110N00 311S 9N11S1X3 77d .t~l213A 77b~-1S 21010b'1211N00
.31' S ~ 'Ob 9'L = 30ddS N3d0 - ~~~3d 8 ~ .111210H1lIb' 21%Nd ~4Nb'dW00 ~1L17f1b 31b'l21d021ddf~ 3k.1 N11M 5311171111
'd~ 3d00W 9NINN'dH0 N01Sld ~ d3NM0 .=~~-stL sts xv~ S981-6LL 6l6 'l31 ~ ~ ~ u £09LZ ON H0131da 'd'l Z4£4 = 133a1S d0 133.E dd3Nll - 9N11017.~N00 ~lNd d0 NOllb'007321 3H1 31b'N1021000 77~'HS 21010b2I1N00
90l 311f1S 0d0a 3H0NddVHO 6l£ ~~~~5 I 9i?r~11d 1A~ 000 p ~ Hd ~ S3a0'd 0'9 = 133a1S d0 d3db' - NOIlOl1211SN00 30 121b'1S 3H1 Ol 2l0121d S31117I1(i ~NIISIX3 77b' 30 ' ~~do~~n~a NOIb' , _ _ 1 00 ONb0219 M0738 ONd 3~08f/ 3H1 .(312131 -'b'HS 2IOlOb211N00
NO 9NU~3A21(1S PUD 9NId33N19N3 3yy S Q r~ ~s ooa~5 d 9 l - 3ZIS lOl 39da3Ab'
~ d ~ d03 Ndld 311S J~b'dNIWil3dd ~lld dOl~Odd-l~`dM31S ~ a ~ S~~ s .s X25 5b 'dS 095'£4 = 3ZIS lOl 3l8'dMOllb WfiWINIW -
3bOd / S11Nf1 40'l = '69 / 4£ ~1df110d X11SN30 - 'N1938 Nb"J 1~3P021d S1N1 30
0 6 'l~t~ s ~?v~-~~J w S T 4£ = llNfl / SlOI 'ON 03SOdOdd - NOIlOR211SN00 3210.38 03211(1b321 S1 7di102iddb' ONIMb"~111 NOl10(1211SN00
eelL l SNd ~1 \ 3a0d a3 S11N(1 l ~03MO11'd J,11SN30 - 'N0110?1211SN00 .lNb' .~0 1N3W3,ON3WW00~ 3H1 Ol 2I012ld 03N1b'180 38 77dHS S1N3W33210b 1N3WHOd02/0N~ ~121bSS303N 77b'
03 ~ o~i S3a d £'69 = 3ZIS lOdal 1b101 - ~N~ ii~s -t 'N0110(k11SN00 ~lNb' 30 1N3W30N3WWOa 3H1 Ol 210121d
~ ~ ~ 00 '6002-11-£0-1160 = # Nld - 03NId180 38 77b'HS '7b'007 ONb' 31b'1S 'S7di1021dd~' .f2lb'SS303N 77d
9S rucHrr 5101 dS 095£4 ~03NOZ - ~NVa~H3 Nou~nalsNO~ ~nva~ S021dON6'1S NOIlOn211SN00 ONtI N91S30 NOS213d
~NaN~ 30 ,11N()00 3H1 Ol W2103N00 77dHS S7d12131YNx ONY X210M 77b' b'lb'4 311S
OS I ,8~ • S paid ass ~raois Y ~ 0 ~!1 3N3
SOZ N 1rW vxN3 - ~
sz£g JNtlivM Aav?JOdY131--ive--
99 LL ~ tiZ \ \ NO l ~ 3b O N~sve rwlsn~ 031dIa3A O131d N338 311~H Sb'3a'd HOf1S
N03d .~R ~ ~ ~ ~ \ 6- d31~V ~ldld lb'Nld 3H1 NO ON'd SONIMda(1 N0110f12iLSN00
96'S Lt ~ BtZS aoivdissw AJa3N3 dva dia ~ 3H1 NO NMOHS 38 ll'dHS ONd SlOI 4 a0 S3~0!+ 4 9NINIdaO N03~ ON3037 Sb'3ad lld a0d 0301AOad 38 llb'HS S1N3W3Sd3 39'dNldaO -
oo' , Z \ _ l ~ ~ SO ,Ot SI 1'dA~131N1 af101N00 -
o ~ r~ S350+dafld 3.~0 3Nd1
ao ~ o° ~ ~ f~ J~111Nb'f1b a0 NJIS30 a0d J~l3AISN31X3 03Sf1 38 lON OIfIOHS \ ~ ONY Sdb'W ,lHdda90d01 Ob'f10 SOSfI W02~ N3~dl Od01 -
Zl ~ rn l0' # ~ ~ \ \ l'dAOaddb' 1`dld lb'Nld 3a0d38 301dd0 NOlS~11108f1S 3H1 Ol
6 c' .4• N ,ZC • ~ ~3.~.~ j ~ N 03llIW8f1S 38 1lVHS SldAOaddV 1N3WNa3A09 l'd001 4]Nb' 31b'1S ll'd -
S L _ 8L t V 1. ~ ~ 3$(1 N \ NOLLOf11d1SN00 9NIaf10 - ~ ~ \ 30Nb'alN3 H11M 0311dW00 38 1lIM SNOI1tllf103a OadZ'dH OOOII! lb'a303d lld -
~ Z 1 - - _ \ \ NOIlOf1a1SN00 NOIlOf1a1SNC70 9NIaf10 H11M
i •6 .S~• 6 l~ X90. ~ \ S x x l3Ada9 y9 ,05 ,5Z 0311dW00 38 1lIM S3af1Sb`3W l0a1N00 NOIS0~13 aN300N lld -
£Bl N OZ F ~ 08l ~r S ;n ~ ~ " \ \ - SW3ISAS Olld3S 1df101~lONl A8 030NOad 38 111M a3M3S
i NO b ~ o° r 08~ o'l • ~ \ • ~ \ S113M l'1f10U110N1 ,l8 030NOad 38 IIIM a31b'M l~0 SOadONd1S NOllb'laOdSNb'al ~0 1N3W1add30
~ N ~ l ~ ~ 00't ~ ~ 3Nl \ Z 's~'~6 b'Nll0ad0 H1a0N O1 0310fta1SN00 ONd OllBfld 38 lltNA S133a1S lld - S \ \ ' • ~ N03~
i o 0o M ° l0' ~ ~ i t 0, Cb l OS • ~ \ \ ,5Z 3ab' SN01103Sa31Nl 133aa~ ld IIO'da lld -
~ ~ ll 0 ~ • ~ Odd B . l g ti ~S ao v ~ r co ~ \ ~ srnava ,09 d 3n~'H IIIM S01r?'S-30-1f10 lld - ~ ~ ~ M a 09 Wf1WINIW d 3nvy IIIM S133a1S -
~ 9 ~ ~ OL 5 - i Z • • . \ MOII'dd ONb' 03000M SI 3Sf} ONb'l 1N3S3ad
` 6 i co ~
c~ rn ~ o o° Oi 9 r ~ ~ t :S310N °OOl N
~1 SZ ~ o ~ ~ ~ ~ ~ ~ r £ ~ £Z50Z
~ ~y Gj x •~v ti N OO~I N ~ ~ 0
1 ~ . '4 ~ . Z .
S l ~ ~ZZ. ~ l F . 0~
°D 00'L ~ ~ ~ 9 l Rl 9 ~ 9 '0 JL o 'l. ,r H
Sl 0 L9LLl o° Z '6 Z '6
00 l ~ N03b W ~ ~
~ ~ tiZ
05S ,8C ~9Z .9 1Z .~Z'OZZ
~ ~ ti o ' ~ O ~ ~s -F''~ ,
~ ~ ~ .ti ~ , ~ ab
ZO.I o ° 0 to l ~ Q - ~ arc (a 3NOZ) r3av amine aoia~
~ 5Z >u + ~ ~ eotw 3NOZ) r3av amine aoia~Ni Q ' ~ ~
of ~ ~ !1 !01 YIV3luS ~0133.i av3Nl1
~ ~ ~ gl ~ ~ 6 !g. ,L5'tiZ~ b ~ ~ /
~ ~ SO ~ S ~ 1/Wj~ ~Op~
0 O ~ ~ N ~ 'ti DD dW ~ ~
~ ~ O ~ O Lti L4 ~v 0 ~
. 9Z ~ °p 00't 00'l g ~ ti£ S 4£ ~
0 ~ 9s ~ / ZZ 9Z .\w ~
0 ~ 8~ ti o N 00 ~ .~o z F .w z

L L ~ Oj ,A o° ~ i \ ~ ~
0'l , l~. ~ 0 z 0 4~ 00'l ~ ~ z ~ . - ~
~ ~ ~ Z \ ~
l ~ z ~ .
~ 8 • ~ ~ ~ \ Ry \ \
'Q ~ ~ ~ OQ'l N g ~ y~ ~ r
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i j / ~K Y
~ N 3 .A ~ ~ OOZS
U t0'L ~ ~s NO ' ~ _y 1 / 3~
l8'Z °p ~Z l W ~o , Z ti ~~ad~~dS~
9l N 0 ti9lLl OZ ~ ^ .w ~ ~ ~ ~~n~~ v
N03d ~ / .a
,5ti'LSZ o O i ~ ~ ~ , ,~;A .
i ~ ti lS•l ~ ~ l~ y' n ~y, ~ '
9 ~ w z 9Z.z ~ s Z£ ~ y ~ ~ w ~ ~ 1I ~ ~ y~ ~j ~:a ~ F ~ ,
~ : a ,
~ >i ~ a a ~ ~ I y ~ 1 ~ i
..N1y431`:..k.. ~.."„~,:iii ' , ..ate l ao
~ ~ ~d ~ / ~ ~ , ti
~ Oy . , ~ ~ ti ~a ~ t~~
~ ~D ~ ~ ~ ~ ~ 0 ~
t CST ? 0
. Oj ~ y ~ ~ ~ c~' ~ ~ ~

. 94142 I ~ ~ d ~dS.
~ N03b ~n
00 8~ ~ s
~3~~na ~3/11~ 3 \
Sf13N 0 ~ Ol Zll
- ~ o£
- - - ~
~ 0 /dam o0 ~ 0 ~ Z' 41 S1/6V/ 8 £
~ ~ 7 W~~
~ OS \ - ~ ~ ~ ~ ~
~ \ 059 ao ~o ~
N03a 1• ~ O ~ ~
ti ~ p6~ ~ ~ \ 0
~ ~ 1
\ ~
O
S ~ ~ 1 9£CS
`N` V- yw N03b ~ ~ 0`~ ~ 7a
,~l 699 vJ, ~ ~ 1 rY,
1 - ~ ,Z9'L l~ ~ Y~~ `~u Ee.e~~ ~~~~.1'1~ Q~~J~
~ ~ ~ ~ .r~ pNQ ;'fi'r. ~tt.~G
~ , ZO til£LL / ~
N03d
z , 1
\ ~
~3a
N338
£ 1
N33a
LQ£ 5
i
.,~.m,r....,,g:a.~., ,,-~r'+•~a v-••,.,aa..r^-,^°,a,LT'1~~ •-~R"~'~"'rTi+'#R"~"~,'~e''Su~~+!""r s~R~'~-nrr.~r~ -"'4,A7RAe: F~°~:?€~T'"L„~: _ ~..e. ~ _ ..'1.._. ~ ~ 'N .-R-^7~'~•-••~.a", w-ry~°g~-.n. y++r;NC,~"'=~-,,a..-w,~•,~,..; -r-~.r+~.a -.+•,n•-_R. ~-)'_.,°.'~„$i"°.:'.,._..... _n..... ^'^R.'~'..„~.... .f.~.."~.'.f. . , ~ ~°'1....'t:,.. 't' ~ar,. _ u«. .~-,.Jr.. ".~~n~t~~ .w ~ah a.3 .~~e,. n t ~ ° ~ x_. _ ~

i 5387
~ \
~ REC N o.~ 3 ~
RECN
6115
/ ~ \ \
i
~ .g ~ ~
f ~g 2 _ . .
~ \ ~ 317.62' ~ ~
RECN 5736 ~ \ ~ ~ ,T~
i \
/ ~
~ ~1 5
i ~ q.9a ~ ti ~o,~. ~Q
~ ~ ~ 1 • ArFRe ~ \ ~
~ i ~
~ FEM,~ FE~j - ~.e
r 3.8 Cl~/r ~ 2 ac c (7Yp Op r.,- _v--__. ~ -
~ CB i # 'r ~ \ ~
i ~ / \
_ I 112. v 100 NEU ,
R AD E RIVER ~ BUFF
_ SEE SHEET 2 ER CB SO
0
96 RA _ •S. . S
SEE SI~ET`~2V ` 2 2
i \ ~
~ \ ~
J~ ~ ,
2
Q- ~ r, ~ ~ ~ W ~ cr,
Fp 2' V ~C ~ N
~ lv ~ ~ S 0 ~ 0/( S N _ 29
0 ~ QQ ~ ~ iN (~N i ~ ~4
l~ ~ ~ 3 F ~ 2 F 2.26 ac ~
~ ~ -l ~ 1.51 ac 62 5•
, O~ , -
v Q' ~ r/ 287.45 ~ / n RECN
~ ~ ^D' V ~ 171 20 O. N 18 64
\ ~ N ~ 28 ~ ~ N
V RECN / 23 ~ 1.24 ac ~P 2.81 oc 1.01 ~ ~
r 0 5200 / ~ ~ , >Q N ~
33 ~
i 1 1.00
ac ~ ~ ~ ~ ~ 1 a N b4 ~ 0 3.12 2~ • ~ .8 , 33 A•
~ / / fj 9 ro N ~ ~ co 21
- Q ~ ~ • ~ w , 27 ~ 1.00 '
i 2 ~ /i / 2 O ~ ac m
~ 2 ~ i ~ ~0 r o
~ i ~ f ~ 17 ~ ~
~ \ , A h Q ry 0• ~
~ ~ vE ~ ~ R D ~ a r O . k
~ EESHET2 \ \ , 26 22 ~ U $
/ ~ ~ 6p ~ 6a 1.00 ~ ~j 1.00 ac i 61
/ so Ca#s ~ a. ~ ~ 2 ~ h
.47 ac F ~ O' ~ N Np o ~O ~
EMA 1 ~ ~ Ll OOYR MITS F( 3 ~ -
I ~ \ \ / A 24.57 ~ ~ g W 16
_ i 23 ~ ~ 1.0 ac 1.G2
r N 2, 25 ~ 1.01 ac ~
co C 2 - Q ~ O 1.02 # 1.0 2 ac
~ E S ~ ~ v
Sp ~ _ 0 , N' ~ 0 ti
` - 234.35 220.24 2 ~ 265.08'
~p~, 1 ' ~ , 212. Q . , ~ X2.91' 24 550
LEVEL SPREADER DRAINAGE AREA C I~{,yr~}. Q10 FACTOR LENGTH LEVEL SPREAD ~ 49. ~ - ' RE 1.00 aC CN
1 3.5 AC. 0.35 7.2 8.60 CFS 13 115' 2 " j 15 17167 Q 21 0 10
2 0.6 AC. 0.35 7.2 1.51 CFS 13 20~ H C j Q 5.2 AC. 0.35 7.2 13.1 CFS 13 170' ` I ~ ~ Q ~ 6 r 3 ~ 15p , 6 ~ ~d ~ . ~ , 1 1.00 ac
4 7,7 AC. 0.35 7.2 19.4 CFS 13 253 ~ ~ 22 ? ~ ~ 1 ac (9q - 2 ~ ,ry ~
5 5.5 AC. 0.35 7.2 14.1 CFS 13 184 1 ~ R O 2 #6 5.0 AC. 0.35 7.2 12.6 CFS 13 164 S E O, W 102. ~ ~ ~ ~ ~ 5 48 ~ ~ / 60
~ 1.00 ac N 1N x ! ~ N ~ `J ~
O, ~ 3 0 ~ A ~ rn co ? '
~ N 1.OOac p 4 ~ 2s ~ ~ 6.3 l ~ ,
NOTES ~ ~ 1 0, rn . ~ N 1.00 ac d ~ ~ g,14 21
- PRESENT LAND USE IS WOODED AND FALLOW. \ ~ 2. ac ~ N 0.0 0~ ro s g --570 rn ~ ~ ~
- STREETS WILL HAVE A MINIMUM 60 R/W ~ \ \ ~ S 5 \ \ ~ _ Fp tI N of ALL CUL-DE-SACS WILL HAVE A 60 RADIUS \ \ C S 1.0 ac g ~ ~ ~ .14 Oc 0 - 11 ~ Y ~
- ALL RADII AT STREET INTERSECTIONS ARE 25 01~ '6' 1.01 w o0 0
RECN \ \ S , CINF - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA \ 9,35 ~ ~ a w 1.00 a oo ao ~ N c 14
ANDARDS 2051 ~ ~ DEPARTMENT OF TRANSPORTATION ST \ ~ 4 , \ ~ ~ w~--._..___-_..~ \ 1.0 ac w 580
-WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. \ \ - SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS. \ \ ~ ~ 15Q - ~ ~ RCN S3 4 ~ g .18 g? ~ N 183
_ 5'x50'x6° GRAVEL ~ ~ \ ' Q6 ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED 2 S \ ~ ~ - R A i 24 rn
T ION \ \ ` ~'1 WITH DURING CONSTRUCTION CONS RUCT 1
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ENTRANCE \ ~ - - 1-~ N US DURING CONSTRUCTION \ E j~~ 1 ~1 ~ 178.7 ~ 7 N
FFER-..._.., - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED N ~ - ~ r„_. • ~ • , , , 2 5 ' .r ~ c' Sg ~ ti ~ 0
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL ~ ~ ~ . _ ~ .O1 ac 12 ~ 1 ~ 95.7 ~ o ~ 1.0 '9 ,
- TOPO TAKEN FROM USGS 4UAD TOPOGRAPHY MAPS AND ~ ~ \ ~ - ~ ` v ` - ~ - 4 w ac ~ ~ o0
SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES ~ _ ~ 13 rn
-CONTOUR INTERVAL IS 10~ `,J_~. LEGEND RECN i 0.52' ~ ~ 1.OOac
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS ~ 115
HALL BE SHOWN ON THE RIP RAP ENERGY DISSIPATOR 5218 DRAINING 4 ACRES OR 4 LOTS ANDS ¦ CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER ~ RECN
CUSTOM BA51N O SUCH AREAS HAVE BEEN FIELD VERIFIED ~ 2 ~ ~ 171 ~ 41 66 •S4 0
TEMPORARY MATTING
-r - ENKA MAT N
T ~ ~ ~ STORM SEWER PIPE 2 OS. , S 18
slrE nATA DIVERSION FENCIND ~0 AP GR HIC CALF
ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF -ZONED: 43560 SF LOTS 1 0 50 100 2
PERSON DESIGN AND CONSTRUCTION STANDARDS GRAVEL CONSTRUCTION ENTRANCE ~"'"~+wp~ N ~0
ALL NECESSARY APPR01/ALS STATE AND LOCAL, SHALL BE OBTAINED -PIN # = 0911-03-11-2009. 00 a~ qN~O ' -SILT FENCE ~ PRIOR TD THE COMMENCEMENT OF ANY CONSTRUCTION. -TOTAL TRACT SIZE = 69.3 A RES Q FESSro <i ~Eo,
3 ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED -DENSITY ALLOWED: 1 UNITS ER ACRE a ~ ~ 1N FEET sr~sntsv~r
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. _ _ SEAL 3 PROPOSED N0. LOTS /UNIT - 34 22024 SEAL ~ 1 inch = 100 !t~
CONSTRUCTION DRAWING APPROVAL !S REQUIRED BEFORE CONSTRUCTION - DENSITY ACTUAL: 34 / 69. = 2.04 UNITS /ACRE 22024 =
OF THIS PROJECT CAN BEGIN. - MINIMUM ALLOWABLE LOT SIZE = 43 560 SF. ' FNQINE~~ P~.` cNQ E~~ STEWART-PROCTOR,PLLC PRELIMINARY SITE PLAN FOR ,,,,~N„~. P~.
ry''~...,.~ - AVERAGE LOT SIZE = 1.6 Ac.. '''a,,gEL E~ ENGINEERING and SURVEIING
CONTRACTOR SHALL I/ERIfY THE AB01/E AND BELOW GROUND LOCATION DEVELOPER -AREA OF STREET = 6.0 ACRES 319 CHAPANOKE ROAD SUITE 106 r I I
nr , rv,rr,e,n „ru ,r,rn ne,nn rn ruc creDr nc nnA1CTD1 f/~TI/1A1 4~1 IM~FRVIOUS CAL.
Ur liLL LAl,)111VU UIILfllr-0 rr<IVr< N "V- .7ln,l U, LINEAR FEET OF STREET = 4342 L.F. KALLIGH, NU Y/bU.5 ''may
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING - UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND OR AUTHORITY A.B. PERRY JR. - OPEN SPACE = 7.6 AC. 95,524 SF IN STREETS TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR _ = /o a5 % TO THE START OF CONSTRUCTION as 5, 000 SF IN OPEN SPACE DATE 3_3_05 SURVEYED BY OTHERS JOB PB_JR-PERSON NORTH CAROLINA
319 CHAPANOKE RD. SUITE 106 PERCENT OPEN SPACE 11 10,000 PER LOT ALLOWABLE
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 2 7 6 0 3 14.67 FOR SITE SCALE 1"= 100' DRAWN BY MLS DWG. N0 FLAT RIVER TOWNSHIP PERSON COUNTY .
OF ANY SIGNAGE. '
REVISIONS 1 - PIN # = 0911-03-11-2009.000

/ ,
~ ~ \
\
I \
00 ~ . ti~
~ i ~ ~
\ \
/ /
~ \ ~ ` 2 .,-~^1 ~
H CK A ~ yi
- ~ L /i T ~f , ,/i / , ~
~ x i r _ 6~ . ' % ~ l
6 i~ V 1 6~ ~
~ ~ 4 L EL
~ PREADER ~

~ ,
l~,
~ \
r.
~ L. \ ~ ~
~ ~
~ ~
~
» >
• _ ~ E. 1 CL
ALE: 1 - 50 SC ~F
LINEAR FEET OF STREAM 109 LF
® WETLAND IMPACT AREA 439 SF, 0.01 Ac. >
i? INTERIOR BUFFER AREA (ZONE 1) 4,789 SF EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF = 0 AL . 1
A
_ N V 0~ L
A

/ `
\1_
. ~ ~ I
0~ .
~
~ ,
, a
~
.
---___.__.e__
\~1`'~~
~a~~~w N CAR
~ ~ ,0,~'ESS~o
. ~~o Q
SEAL
22024
» > > ~
_ ~ ~NQINE~~ P~.~ ,,,yq
~ ~a a5
SHEET 2
STEWART-PROCTOR,PLLC SITE PLAN FOR I
CUSTOM BASIN DRAINAGE AREA C 11ST Q10 FACTC 0 FACTOR LENGTH LEVEL SPREADER ENGINEERING and SURVEYING
FLUSH I
ro u, z ~ er n d~ , „ z rrc ~ z arc u~ 1d7~ 319 CHAPANOKE ROAD, SUITE 106
VU tr I V.V ll V. V.TV I I I.V VI J V CB 2 0.6 AC. 0.50 1 1.94 CFS 13 11 ~ T.
CB 3 5.2 AC. 0.45 1 16.8 CFS 13 ;FS 13 #2 26' RALEIGH, NC 27603 ;FS 13 3 219' TEL. [phone] FAX [phone] OWNER ; ALSTON CHANNING MOORE JR.
CB 4 7.7 AC. 0.45 1 24.9 CFS 13 CB 5 5.5 AC. 0.45 1 17.8 CFS 13 IFS 13 4 324; ATE 3-3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA . 13 5 232 FS
CB #6 5.0 AC. 0.45 1 16.2 CFS 13 :FS 13 #6 211'
SCALE 1'= 50' DRAWN BY MLS DWG. N0 FLAT RIVER TOWNSHIP PERSON COUNTY NO.
REVISIONS 1 - PIN # = 0911-03-11-2009.000

P see ROpO sH f f
4 LINEAR FEET OF STREAM 109 LF so,sfp r 4 LOCATION, Qf1ANTITY, AND PLACEMENT OF DRAINAGE
® WETLAND IMPACT AREA 439 SF, 0.01 Ac. PUa RO ~iC R PIPES AND EROSION CONTROL DEI/fCES MAY VARY
INTERIOR BUFFER AREA (ZONE 1) 4,789 SF VEL ~0 TO BETTER CONFORM TO FIELD CONDITIONS.
EXTERIOR BUFFER AREA (ZONE 2) 3,288 sF ~ R ADER ~ p 0
. p 15 00 O 14 0 - - S O O 0
1 D 6 ^ ALL WORK AND MATERIALS SHALL CONFORM TO
0 00 ~ ~ ~3 ~ ~ 1 CL IN ~ 19+4C ~ THE STANDARDS AND SPECIFICATIONS OF NCDOT L ~N~ ~s+ AND PERSON COUNTY. THE CONTRACTOR
CB#2 srA, 1 40, 45 ~-1 srq, ~o+o SHALL OBTAIN A COPY OF THESE STANDARDS
1 ~ o0 0+00 o ~-2 PRIOR TO CONSTRUCTION.
F
LL AREA 11 ~i ~ 18 ~ ~ti~ DO ~o
~ 6 ~ M1 \ 1
- w ~ Ci p ~ U ~ LEGEND
B FlLL A / ~ / P! STA. 13+65.28 ig a ~'t0p o • ® RIP RAP ENERGY DISSIPATOR
0 ~~r~ - , Zx 0 - 52'52 58 o ~
/ CB#~ R = 500.00' ~ / rv~, ~ CH CK M % ~ ~ o- r = 24e.s5 y0 ~ CUSTOM BASIN 00
W PIT . L = 461.49' / ~ /ar t~ -+aA~ TEMPORARY MATTING
//1 ~ cjF
'f,~' 1 EVE ~ ,fi ~ ~~0 - ENKA MAT
~ ~ o ~ PR AD R ~ ~ PEE A STORM SEWER PIPE
~ r FlLL AR , r~ ' PIPE A 100 NEUSE RIVER RIPARIAN BUFFER 22 Boa ~
~ P MEASURED 50' FROM CREEK 0 ? DIVERSION FENCING W= ~
~ H~a~6w L r / o° ~ LL AR BANK,ON BOTH SIDES. 2~~ + GRAVEL CONSTRUCTION ENTRANCE
,,o UN ~hN
~ CH CK DAM ~ Q~ -SILT FENCE
WPIT~

w

50' TAPER {
SIGHT ~~nuw ~'j
TRIANG _ .b0'
• A _ 10 ~ R
R~ 30' STOP r
25'x50'x6" #57 WASHED ¢ - - ~ i
GRAVEL CONSTRUCTION ENTRANC EXlSTlNG ROAD E
~r
RECOMMENDED ROAD CONNECTION.
PLAN V OR L IWF 1 STOP CONDITION
552 .
I C
550 - F f C'
-.r._..._ _ - - ~ ~ /
548 { I 1 ~ -P~/LSTb 1~+50_ t5Q.._.._. _ ~ _._..._.......~,.r._..,,~__.__...
._.___,L..._.____.__. i___ ~ ' PVI ELEV = 69.00 ~s.oo ~ i
- _ _L._.._.. _ I A.D. 2.17 546 I __...__R. x.23_..__ Z
_ _ _ . ......15A. - _VC , _ - - - ,
- - _ _ ..a. - _ ~ _ - _ ~ _ _ _ _ . _ - _ 544 ~ i E i
__,~_~...._e...,.. f 0 M I.' ` ~
542 _ -.~_.~7~ W
t - i ± n ~ `
540 ~ _ - - - PVI STA 14+00 + ~ / Vf 47 _ ~ W J - - _ ~ D! O
- - - ~ - I > ~ ~ ._.u------ - J o N m o oQ
i 538 ~
, ___.K_s. ~ _ I 150. VC i n o w z ~ o T _ -I - ~ Z ~ w p0
536 ~n r ~ n / / . - . _ _ . _ , - Z O ~ of
W ...-...e.._.__-____..._-----_..__.___ _ I~ Q °o - - Z O
i ~ . 534 _ 1 ~ I ~ > / / 00 ~ _ + ------...I _ ~ _ ' Qv + h
t - ~ ~ f._ I ~ Z __.,___.___._a. ~
~ a i 532 ~ ~ ~ ~ I / I _ Q o ~ i ~
I z ~ W o - J I
• ~ - - - _ . _ w _ _ . . . I- , ~ _ . _ - 530 . _ EtEV-3-5fi. _ _ _ . - _ - Q Q - ~ _
_ - _ ~ o W Z ~ ~ ~ 3 r
= 30.01__. I ~ ~ _.1 _ 528 215.OO~VC c~v r j i , _r ~ Z ~ Z w t- II
3 ~ ~ ~
. fi _ _ - _ r . 526 rri W i ~ ~ - o ~ o Z
> - EXiS~.~ i _ . _ I~ _ , _ . _ _ . - _ . _ ~ z
~ I i 1 o I ~ ~
524 _ _ - _ _ _ ~ i I ~ d ~o ~ ~i ~ _ __w.... - ~ ~ - + I ~ Q ~ L J W
` ~ a
~ o ~ LEFT ~ i I ~ ' .ri----.-. ^
c ~ ~ t o + 0 - m Z
W II ~ W a . i _ .C . ~ - _ 520 _ - - i_ - - - _ _ ...iQ ..U - _ _ . _ ____..-._.-y.. ~ _ . o
U ~ _ / ~ h ~ ~ ~ -L_...__________-__-......_.._______~ ~
5 8 ~ I i ~ ~ . t_ ~ 0
fi I.
516 / ~ _ I . _ a f_..__.
- _ ~ _ t_. i_ 03 _ __w~ L._-----__ _
514 ~ I i ~c_.-
}
512 - _ , -__...1-- ~ i i m
___t_- _ - _ - o m ~ i
510 _ ~ t / I ~ w
o ~ Q
0100 BA KWATER_.._ ~ ~ I ~ 508 , - -ELEV= ~r ---I-- _ . _ _ _ ~ . , - - _ .
i . . _ - _ - ---I- _ _ ___--a OW ~ ~ ~
_ _ _ l__ . _ ..I_ _ . j- 506 _ . ~ > ~ ~ x
1_--_ ~ _ _ _ . - - ~ V ~ O~ o
504 I ! I ~ ~ a
. . a c ooN N
1'OP~~O~"~I ADWALC i_ _ ~ I I 502 ---_---ft~-= :0'--_ ____._.u_.__ t_ w II _ ~V' YN i ~ ~ . _........_L___~_.._.....~___-_... i Z ~ ~
i ~ I ~ ....~,.A ._..._-_..._.m.._ _ I _ ~ . LLB Ur
p . _ 60 RC _ _ _ _ , _ . _ ~dzr Qw d z
500 _ _ _ ~ ~ ~Ot~CRFTE Y. `a~~ qN 0 ~ w a ~ w ~
HEADWALL i ±i ~ . _ Q ~Q Z Q U W '
498 ~o-~~'° _ _ i_ t _ _ _ _ V) W M ~ ~ cn ~ - . i SEAL ~ i
~ A U t _ ~ - ~ Q F'~ ~ - - t 72024 r
496 _ - - - _ _ _ _ _ L- L . - - _ _ - 1 ~ - ~J~,
~ ; i ~ ~~~~ti ~i~h
DATUA( ELEV 484.00 _ _ _ _ _ . - E
NN O~ UI N01 OfN 17 d~ f~~ N~ Op Np 01~ 00~ I[1~ 00~ i 00~ d'~ OON ~M c0~ 00~ ~N O~ p~
,t ~ Oi iA P N~ ~ d~ ~N NM NN c0~ c0~ oD~ Oip r~cV McV ~d MtG M~ ~O ~N ~d i0 ~p0
ins of ~ ~ VN1.. uNiN ,~jN ~N ~N uNiN ~N ~N ~N ,NM n17
"{n ILL] 1 + "Y! u! u+ u! "u1 lu) "ul "ul 'ul "Y) 1 ]u) "41 luj 1 ILIJ r B 1 oS
t
18+00 19+00 20+00 21+00 22+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
SCALE. 1 50' (HORIZONTAL) PROFILE VIEW FOR L 1
1 5' (VERTICAL) NOTE. PRELIMINARY PLANS. DO NOT USE FOR T USE FOR CONSTRUCTION.

E N
5387
i RECN
3 .
RECN 6115 \
I
02' \
~ 317.6'2'
4
~ S
RECN ~ FA
5736 ~ ~c ~ s
o,~
~ -
~ ~
0 0 \ \ o \ ti
- ~ ~ ~ ~ ~
\ ~1
F ~ ~ Sp FEM
EM Cltij F ~ \
3.8 ClM/; { 2 ac CB# 2 ac STS COOP ~ ~ (n'P / ~
t t ~
t a ~ ~ 2 , 30
f I v 00 NEU R ~ SE RIVER
i i ~ BUFFER SEE SHEET 2
I ~ \ CB SO ~ 0
~ ~ V 9 9 \ 6 , i
~ R AD 6 • S , SEES 2 S ~ 6, ~ ~
\ 5 q.,A~ \
~ 5~ ~ \
' J , ~ ~ 4. ,
~ 2 O ac
~ 1' t~ - ~ • 5
Fp ~ V TjC
O ~ SO N S0~ 29
0 ~ Q i~ I 0 (i (/N
{ ~ ~ ~ NF ~ 32 F - 2.26 ac
i f ~ M ~ ' 62 5•
~ ~ 1.51 ac j ~ ~
i p Gj v Q' 287.45 J'`~
/ ~ ~ n ~ ~ RECN
v ~ V ~ 1 20 O. 18 7164 ~ N
ry ~ ~ 28 ~ ~ 1.24 a N c .p 2.81 ac
REC / ~9 N Q wursaw 5200 / saw 1.01 ~ ~
33 ~ ~ , N~ t w ~ ~
0~
1.00 ac 3 ~ ~ N 4 ~ 0 333.12 q•2~•
/ , ~ 8g~ w N
/ 0 ~ N ~0 21 ~ w
/ ~ 2 2 `0 1.00 ' ~ ac
- / 0 2 0 ~ 1.0 0 a c ~ (0 '
~ ~O ~ t ~ 17 ~ ~
- ~ ~ n~. ~ ~
' i I 2 ~ 0 1. 2 c ~ h ~ ~ N 88. ~ 8~. ~ 0'
~ ~ ~ ~ / ~ ~ R A a 2 6 . k
/ ~ ~ ~ SEE SH T 2 t3 6 22 ~ , S60
~ ~ 1.00 1.0 ~ 68 0 oc ~ 6~ .
.47 a F c ~ h ~ 2
~ EMA l~~y ~ N• ~ ~ N ~ ,~O ~ O
. LIMIT R FL `~0 S a
S / ~ ~ A ~ 24.57 •A~~ g ' 1s
1 , , 23 ' 1.0 ac
~ N , co 25 1.02 1.01 ac i
C 2 Q o 1.0~ # - E " O 1.02 ac ,
SO - ~ _ M ~ ~ < <V ~
0 . 0 ,Q ~ N ~
` - 234. _ 35 220 26 .24 ~ 212, ~ 5.08 5
> ~ ; 212. 1~ 9 CUSTOM BASIN DRAINAGE AREA C I FLUSH Q10 FACTOR LENGTH LEVEL SPR ~ 91 24 50 ~ ~ ~
49: ~ _ 1. M RECN ~ _ 00 ac
CB 1 3.5 AC. 0.45 1 11.3 CFS 13 1 14T 2 CB 2 0.6 AC. 0.50 1 1.94 CFS 13 2 26' H C ~ ~ 15 17167 ~ 2 Is ~ 0 10
IT 6, CB 3 5.2 AC. 0.45 1 16.8 CFS 13 #3 219' ~ ~ ~ # 50. ~I i ~ •8~, 1 1.00 ac
CB 4 7.7 AC. 0.45 1 24.9 CFS 13 4 324, 22 CB 5 5.5 AC. 0.45 1 17.8 CFS 13 232 R 2 .22 ~ 01 ac (9~ oo 102. ~ h
CB #6 5.0 AC. 0.45 1 16.2 CFS 13 ~6 211 SEES E ~ 48 ~ 0 560 1~
. 1.00 ac N 3 0 x N h ~ ~
A rn c0 ~ 2S ~
\ N 1.00 ac p 4 co NOTES: ~ ~ ~ 1 1, 6.3 , rn 1 ~ ,
~ 1.00 Q rn N c ~ 47 ~ 9•~4 21
- PRESENT LAND USE IS WOODED AND FALLOW. \ ~ 2. ac , ~ ~ ~ a't - STREETS WILL HAVE A MINIMUM 60 R/W ~ ~ ~ \ $Ep N 5 of 6 ~9 57p ~ ~ 1 • ~
-ALL CUL-DE-SACS WILL HAVE A 60 RADIUS ~ nC f, ~ .14 ~ 8 00 rn oc O 11 0o v
- ALL RADII AT STREET INTERSECTIONS ARE 25' \ \ SO1Z ac RECN \ ~ \ 5 C1N f '6' ~ 1.01 a w ao 0 ~ w 1.00 ac ~ Go
ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ ~ ~ 9.35 DEPARTMENT OF TRANSPORTATION STANDARDS 2051 ~ , ' N - 14
\ 4 . -WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. \ \ ~ ~ . ' ~ J 1.0 S ac w R 80 v! CN
j -SEWER WILL BE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS. ~ ~ \ \ ~ ~ . ~ 150. , S3 p
{ ALL NCDENR. EROSION CONTROL MEASURES WILL BE COMPLIED 25 x„ x6 GRAVEL \ ~ ~ ' WITH DURING CONSTRUCTION CONSTRUC110N S \ ~ R ~ 41.9 •18 9 ? ~v 183 2 rn
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ENTRANCE \ ~ ~ _ - 1 - 1_. 1
~ N U DURING CONSTRUC110N \ SE 1 ~ 1 - SUBMITTED FFER - _ . 17 ~ 7 ~ 8.12 5 ~ N
ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE N ` TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL ~ ~ c' S9 • .01 co ti ~ 0
TO AK AD T APHY MAPS AND \ POT EN FROM USGS QU OPOGR Q _ 95 ~ ~ o ~ 1 •9
{ SHOULD NOT BE USED EXTENSIVELY FOR DESIGN OR QUANTITY ~ - ~ 4 - W 0 ac \ ao ~ 13
TAKE OFF PURPOSES - ~ . ~ ~ ~ ~ O
-CONTOUR INTERVAL IS 10' - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS LEGEND RECN - _ 52 0~ ~ 1.00 ~ \ ac
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ~ ~P RAC ~r pSSpA~ 5218 ~ 115 ~ • 9g
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT AFTER 1 CUSTOM BASH O \ R ECN
SUCH AREAS HAVE BEEN FIELD VERIFIED \ 2 1716 41.5 6 4
' -+M~ TfAIPORARY 11ATiNG
-a~- ENKA MAT N 205,
G NE SITE NO sro~ s~ ~ E RAL TES. SITE DATA SS 18 ~ GRAPHIC CALF
9 av~s~or~ ForaNo ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF o ~
-ZONED: 43560 SF LOTS PERSON DESIGN AND- CONSTRUCTION STANDARDS tx~AVEI caNSnacnoN aTRANC~
ALL NECESSARY APPRDIIALS, STATE AND LOCAL, SHALL BE OBTAINED - PIN ~ = 0911-03-11-2009. 0
PRIOR TO TH COMMENCEMENT OF ANY CONSTRUCTION. - saT F~N~ _ - E TOTAL TRACT SIZE - 69.3 A RES ! ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED -DENSITY ALLOWED: 1 UNITS ER ACRE HI ~r
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.. _ _ 0~ ~ •~N ~0 ~ - ~ 1 inch = 100 !t
PROPOSED N0. LOTS /UNIT - 34 pfr CONSTRUCTION DR,4WING APPROVAL 1S REQUIRED BEFORE CONSTRUCTfON ~ Q a`~0 P
OF THIS PROJECT CAN BEGIN. -DENSITY ACTUAL: 34 / 69. = 2.04 UNITS /ACRE Q Q SEAL ~ STEWART-PROCTOR PLLC PRELIMINARY SITE PLAN FOR
' -MINIMUM ALLOWABLE LOT SIZE = 43,560 SF. S z ~4 = ENgNEERING and ~ ~ ~ SURVEYING
-AVERAGE LOT SIZE = 1.6 Ac.. CONTR,4CTOR SHALL ~ER1FY THE AB01/E ANO BELOW GROUND LOCATION DEVELOPER - AR A TR T = 6.0 ACR ~ FN
, r„ r„~ ,,,,.~,.T~~,,,,,,,., E OF S EE ES n. c FN ~ rr n. on~E ,P. i~,rpFr?vinr rc per 319 CHAPANOKE ROAD. SW1E 10fi FLa T R/ VFR ESTATES SUBDlV/SION
Ur ALL CAAl 111VU WfLlllt,~ rmun ru rrrt ~/Anl Ur Lurv~rRV(~lrv,v -LINEAR FEET OF STREET = 4342 L.F. l~rq~w:::.+' nrrr ~r r rvvv vnr_. RALEIGH, NC 27603
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND OR AUTHORITY A.B. PERRY JR. - OPEN SPACE = 7.6 AC. 95,524 SF IN STREETS TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR - PERCENT OPEN SPACE = 11 X 5, 000 SF IN OPEN SPACE DATE 3-3-05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA
319 CHAPANOKE RD. SUITE 106 TO THE START OF CONSTRUCTION 10,000 PER LOT ALLOWABLE
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 27603 1 g off" 14.67 FOR SITE SCALE 1"= 100` DRAWN BY MLS DWG. NO. FLAT RIVER TOWNSHIP PERSON COUNTY
OF ANY SlGNAGE fl4l .
REVISIONS 1 - PIN # = 0911-03-11-2009.000

i
I I
I
I

I 0 \ _ ~
~ ~
~ ~ ~
ti
H CK A ~ , ~
~ T , ~
x
6[ ~
j, 6 l

A ~ ~ w~
, i ~ ~ t
\ ~
1
~
~ ~ ~ ~ ~ ~
O
O
I

L ; _ > A
A 1 = . L.
LINEAR FEET OF STREAM 109 LF
® WETLAND IMPACT AREA 439 SF, 0.01 Ac. ® INTERIOR BUFFER AREA (ZONE 1) 4,789 SF » >
EXTERIOR BUFFER AREA (ZONE 2) 3,288 SF A _
i
yv,.
:1
y
N O1
I
O I ~
1
I
V 1
O
• ~ v
` ~ a
i
!
i ~
~ `
~

1 1
i ,,;~~,~u
i ~1;''FEg~gl
f1 f ff f 4 0 r't`
AL • 1 = 0 AL . ' S~
a ~4
~s +'•a QINE~~ '~'Q ~ F
n
sHEEr 2 >g a~
STEWART-PROCTOR,PLLC SITE PLAN FOR
CUSTOM BASIN DRAINAGE AREA C I FLUSH Q10 I Q10 FACTOR LENGTH LEVEL SPREADER ENGINEERING and SURVEYING FLUSH _ . C/ d T DI V~Q ~CTd TIC CI 1Rnl VI S/nA!
CB 1 3.5 AC. 0.45 1 11.3 CF; 1 11.3 CFS 13 1 147' 319 CHAPANUKE NUAU, SUITE lUb / 1%1 ? {-l\ L%o 1 P7 I ITV vv8.09.0 ..vf v..
CB 2 0.6 AC. 0.50 1 1.94 CF; 1 1.94 CFS 13 2 26 RALEIGH, NC 27603 TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
CB 3 5.2 AC. 0.45 1 16.8 CF; CB 4 7.7 AC. 0.45 1 24.9 CF' 1 16.8 CFS 13 219 1 24.9 CFS 13 324 _3_05 SURVEYED BY OTHERS JOB PB-JR-PERSON NORTH CAROLINA
CB 5.5 AC. 0.45 1 17.8 CF! 17.8 CFS t3 232 DATE 3 1
CB #6 5.0 AC. 0.45 1 16.2 CR 1 16.2 CFS 13 #6 211' SCALE 1"= 50' DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY
s .DWG. N0.
- REVISIONS PIN # = 0911-03-11-2009.000 1
1

P SFE
LINEAR FEET OF STREAM 109 LF ~ ' Rpp syF s ~s'FD er 4
® WETLAND IMPACT AREA 439 SF, 0.01 Ac. o p~ FDA LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE 8<<~ R PIPES AND EROSION CONTROL DEl/ICES MAY VARY
® INTERIOR BUFFER AREA (ZONE 1) 4,789 SF VEL 2 TO BETTER CONFORM TO FIELD CONDITIONS.
EXTERIOR BUFFER AREA ZONE 2 3,288 SF ( ) R ADER
p 00 15 00 14 - S o°
~1 O q ALL WORK AND MATERIALS SHALL CONFORM TO
~ ~ D oo ~ s oo ti3 J Cl fN c~ tNTx THE STANDARDS AND SPECIFICATIONS OF NCDOT
CB ~ 19+4p.4g AND PERSON COUNTY. THE CONTRACTOR
#2 sr, 00 SrA• to t SHALL OBTAIN A COPY OF THESE STANDARDS +00. L-2
PRIOR TO CONSTRUCTION.
~ oo u 78
1`~~ i A 18 00 + ~ Op ~
6 0 ~ P LEGEND
B Pr sra. 13+s5.2s ° ~ ,9 00 ~ ~
C y D = 52'52'58" o ~ `b ® RIP RAP ENERGY DISSIPATOR
CB#~ _ , ~ ~ R 500.00 o
CH CK M o T = 248.65' W PIT ~ / L = 4si.49' ~0 p ~ CUSTOM BASIN t0
-~A~ TEMPORARY MATTING
~ / F ~ 5 21 0 -
i 1 LE PREAD R ~o ~ ENKA .MAT
\ FllL \y~ V J PIPE A STORM SEWER PIPE 22 X04 ~
' PIPE A 1OO' NEUSE RIVER RIPARIAN BUFFER .'so" P MEASURED 50' FROM CREEK 0 Wt~ ~ DIVERSION FENCING
W HEADW 0 tu20
o BANK,ON BOTH SIDES. ~0 J ~ GRAVE U N L CONSTRUCTION ENTRANCE
CH CK DAM W I~ N Q Q ~ -SILT FENCE
WPIT~
W

sa' r~R SGHT ~o~n~w~ie!
TRI I
JO.bO' R ~
5i0P R
25'x50'x6" 57 WASHED ~ - - ~
GRAVEL CONSTRUCTION ENTRANC EXISTING ROAD
RECOMMENDED ROAD CONNECTION
OR l PLAN V IEW F STOP C N I L 0 D 110N
552 I ~ I
I _ I
I 550
i I ._~,.-,_i - I -
548 - - ~ 0_.
- - _ PVI ELEV = 69.00 ELEV = 69.00 I
A.D. 2.17 546 ..D. 2.17 - - _
_ _
544 - ~ Q
~ fA
542 , y I O M ~ ~ ~ ,
i 540 ~ ~ ~ - _ Q / ~ D~ Z
PVI STA 14+00 i i ~ - - - - ~ ~ w ~ -------1---r'ri ~ ~ ~ ~ rr o
_ ~ -j---.- - 538 ~ I ~ m J o V V / / Q O Q
~ v i ~ U w Wes- / O
150. ' VC ~ 536 ° _ ~
/ V~ _ ~ o / ~ I I Z Z o~ ~
I i / ~ W / ~ Q z o °o
534 i 00 N - ~ Q = / _ ++I ~ U I
- I ' > > / _ ~ ° ~
532 ! ri I_---- - d -.-.___--r ~ ~ .G--- I ~ o i
~ I t ~ ~ I V --}-------I-- __._._~.w J I
530 - ~ ~ / - > > i /I i ( O Qa - Q ~ _
i p ~ rn W ~
528 , K = 30.01 I , ~ 215.00 YC a N ° ~ / ~ ~ ~ w ~ II
~ / ~ ~ z ~ z
- - I 2• ~ 526 - ~ -a-- - ~ - - - ° w ~ z
N W - ~ > a ~ - z
524 - ~ ~ o I _ ~ ~
d m ~ ~ ? ~ J w
~ N + IA ~ ~ - 522 ~ ~ ° ~ o d ~ ~ ~ LEFT ~ W d
520 ~ U i ~ ~ W 1~
j m ~ ~Q m Z
518 ~ O ~ 3
z Y
516 - z _
0 3 ~ ~ -1- - - 514 ~
512
~ m
I 510 _ _ O ~ W m
~ - I ~ so w Z~
4100 BA WATER 508 _ > 5 ~ ~ Q
1 • i ~ r ~ tY
506 r ~ ~ O w
1 - _ _ m
504 ~ ~ U ~ a O~
I •i 0 ~v oM b
D W 502. ~ . ' a o a~~ ~ ~ II
i ~ t I.... Z O ~ U' YN~ ~
~ 6Q" ~o: az~ N
_ Qw a z
3 W = W Z U~~ W J ~ ca ~ ~ f- a S
I 498 'HEADWALL
(nw Mai' o uvi ~
` 498
( ~ - I [ yA G[4'i I
I 484.00
~ ~ r m ~ ~ N NN O~ iA N Of M d r NN N° O1° q~° ,~~a ~N C'4IQ0
4 ~ Oi ' N ~ n~ cV s}n ~N~y ujm Vj° ~O ~O ~O ~O ~d ~d a0~ d~ mN dM t0~ O~ O~ an jr~OFE33lp 00 M~j iA~ c0~ Oil (V ~N O O ;Q
S ~ of nr' N~ NN NN Nni NnNi cVN cVN N~ N~ Nr°n Nrn M... M... M__ M._ d•Q .t ~~f0 ~m
i Lo '6 0 '6 0 0 N 'h 0 to N SEAL
1 22024
T T riN w~ u)10 IwIn u~11) u In 'o N NIf) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SCALE. 1 50' (HORIZONTAL) 1e+00 19+00 20+00 21+00 22+00 IN qF
- ' (VERTICAL) PROFILE VIEW FOR t1 1 5 i
NOTE: PRELIMINARY PLANS. DO NOT USE )0 NOT USE FOR CONSTRUCTION. fill

. - _ ~..r._.v~~_....N,::~. _ , ~ _..._:,...-gym=~ . _ . , _ _
\
~ 53 i 87
RECN
3 RECN
~ 6115
, ~
~ ~
~ / ~2~ 4g~ 0 2 •
~ • 317.6 2'
l ~ ~ o
~ s ~ _ ~
RECN FA ~ ,T
5736 \ / \ \ ~ ~ ~ Sp l;/r
f \
~ ~ Wq
p O ,
~,r " ~ ~ Qj 1
/ / r

i E g-1 ~
~ . u ~ 3.82 M ~ r ac ~~'P
I ~B#
_....e...,v..4.~ / ? 4\ \
112, ~ \ 4 L v L 100 NEU 4 SE RIVER , ._--5 PR AD R ~ BUFFEf~
. \ SEE SHEET 2 ~ ~
50 CB 0 ~
1 EL g
6 R A ER • S~ ' S
SEES ET~2~`"""~~ ~
~ ; ~ ~ ~9
l ~ _ .9 \ ~
\ . J r~~ 4 ~
~ ~ 2 D~ . ~ W 5~ ~ W
~ ~ ```~J ~
~ r,,,..,. FA ~ ~ Tip C \
0 sp 0 ~ Q ~ i( S N 29 o,~ ~
~ ~ ~ E (iy F 2.26 ac ,
32 ~ ~ ~ 2
~ ~ ^D ~ ~ 1.51 ac 56 ac I
~ ~ O~ 287.45' ~
~ v Q' ~ ~ ~ RECN
i ~ J~ . ~ ~ J V V 20 0~ 1 17164 N 8
~ ~c ~ i ti 28 f~.n.,~ ~ N ~ ~ ~ ~ 1.24 ac ~ 2.81 oc
~ ~ 2 R / 9 ECN 0 1.01 ~ I
+0 , 5200 / N ~
33 ~ ~
~ 1~ N 3 20
r,• 1.00 ac 0 333.12 h
` ~ 21 r/ N I
~ ' . / ~ , co ~t 21 1.00 ac
- ~ Q 1.Op ac o
i- 7 J j' G„, Q ~ ~ ~ f ~j 17
~ ~ ~ i ~ ~ ~ ~ 1.52
i ~ ~ ~ ,
~ 8 k 6p.
/ ~ ~ C_.---''~ ~ ~ SEE SHE T 2 , ~ \ 26 22 . ~ ~ 5 60
r.- \ ~ 34 ~ 68 1.00 1.00 oc 6~ • ~
/ ~ a., ~ a / ~ 2 ~ h ~
\ / _ .47 ac r' Q' ~ / N N p o
~ ,-FEMA ~i 1 Ll OpYR ` ~ ~ , `~0 h
M F irs c \ _ ~ / I ~ ~q _ - S , ~ 24.57 ~1' a 9 w 1 s
~ - 1.0 ac 23 1.02
1 - r N v 25
E Q i p 1.i 1.01 ac I ~ , ~ 1.02 ~ ac 0
E S T - ~ ~ , ~
5~ ~ ~ 1' ~ 0 ,
~ . - 234.3 ' 5 ~ ~ 2 20.24 2 6', 2.65.08 _~~"•-55
~ 212. 1 ~ 0 2.91 24 ` . ~o' ~
1" M1~- ~F LEVEL SPREADER DRAINAGE AREA C Imo. 410 FACTOR LENGTH LEVEL SPREAD R ~ ~ ~ RECN 1.00 ac 1
4 ' 9. 2 ;r~~ R 1 3.5 AC. 0.35 7.2 8.80 CFS 13 115 H C ' 7167 _ ~ Q 15
13 "ri ~ , 2 0.6 AC. 0.35 7.2 1.51 CFS 20 ~ ~ 6 6 ~d ~ ~ 1. .8 , 1 .~v 00 ac
13.1 CFS 13 170' ` IT ' ~ 15 , 3 5.2 AC. 0.35 7.2 ~ ~ 22 4 7.7 AC. 0.35 7.2 19.4 CFS 13 253' ~f' j E ~p ~ 1 ac •2 2
5 5.5 AC. 0.35 7.2 14.1 CFS 13 184 ~ R O 2 10 ~ ~ h \ - 5g 2.4g 0 0
5.0 AC. 0.35 7.2 12.6 CFS 13 164 SEES ET~2 O, ro #6 ~ ~ 1.00 ac N 1 ~ x ~ ~ ~ N I ~ hh
o, ~ 3 0 A ~ rn co q ~ V i ~ ~ _
I~. \ N 1.00 ac p' 4 ~ 2S ~ ~ 6, 3 , ~ ~ ~ ,
• ~ 1 rn rn NOTES ~ , \ 1.0 d~ I g.~4 21
\ N 0 ac ~ A D USE IS WOODED AND FALLOW. 2• a ~ - PRESENT L N c ~ ~ ro 6 9 570 ~ ~
- STREETS WILL HAVE A MINIMUM 60' R W ~ \ ~ S N 5 ~ \ \ A EA of rn ~ 8 r\ 00 ~ .14 ac 0 11 ~ ~ ~
- - - CS WILL HAVE A 60 RADIUS ~ - T1C ~ 1.0 ALL CUL DE SA . ~ . \ \ ~ Sp1L ac ac 'b' 1.01 ~ w ro o
- ALL RADII AT STREET INTERSECTIONS ARE 25 RECN \ 5 , ~x~1Nf ~ ° w 1.00 ac ro o0 ~ ~ N 14
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA \ ~ , 9.35 S 2051 . 14`` , DEPARTMENT OF TRANSPORTATION STANDARD \ ~ 9'Rj J 1.0 ac w _ 580
1 - WATER WILL BE PROVIDED BY INDIVIDUAL WELLS. `C-.~ _ - RCN S3 ~
- PROVI ED Y INDIVIDUAL SEPTIC SYSTEMS. \ \ ~ ~ 50, ~ SEWER WILL BE D B ~ \ 06 L v g .~8~ 2 N 183 \ R AD ~ ..241. 9
- ALL NCDENR EROSION CONTROL MEASURES WILL BE COMPLIED 25 x50 x6 GRAVEL S \ ~ - WITH DURING CONSTRUCTION CONSTRUCTION \ ~ \
T WILL BE COMPLIED WITH ENTRANCE ~ ~ ~ - 1` - ALL FEDERAL FLOOD HAZARD REGULA IONS ~j, ~ NUS 1 1
\ E ~iC~~- DURING CONSTRUCTION ~ N FFER - ~ - ~ - ~ _ . 178 > > , 7 N / S ~ ti cp 0
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED I L PLAT APPROVAL \ ~ _ ~ ~ - TO THE SUBDIVISION OFFICE BEFORE F NA ~ , .O1 oc 12 ~ 1 ~ •,g
- TOPO TAKEN FROM USGS QUAD TOPOGRAPHY MAPS AND Q 4 ~ w ~
USED E NSIVELY FOR DESIGN OR QUANTITY ~ - - - SHOULD NOT BE XTE W ~ 13 o rn ~1
TAKE OFF PURPOSES ~ ~ . -CONTOUR INTERVAL IS 10' ~ ' ~ 0.52 ~ 1.0o ac
- LEGEND RECN ti~ r DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS 521 n,,, ~ ~ 11 g
N ON THE ¦ RIP RAP ENERGY DISSIPATOR 8 DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SNOW \ ~ RECN 2 17166
AWINGS AND ON THE FINAL PLAT AFTER CONSTRUCTION DR ~ CUSTGM BASIN Q ~@If ~ 4 ~ 1 • 54 0
SUCH AREAS HAVE BEEN FIELD VERIFIED -+u*-~ TEMPORARY MATTING ~ . , rv
-oi- ENKA MAT
\ 2 45. S 18
RAt SITE ND wr A STORM SEWER PIPE SITE DATA So GRAPHIC CALE ~
DIVERSION FENCING ALL WORK AND MATERIALS SHALL CONFORM TO THE COUNTY OF -ZONED: 43560 SF LOTS ~µ~a~ ,o a so ,oo suD~ ~`+uo
STANDARDS GRAVEL CONSTRUCTION ENTRANCE ~a`~ ' PERSON DESIGN AND CONSTRUCTION
- PIN # = 0911-03-11-2009. 00 g1A~0 ALL NECESSARY APPR01/ALS, STATE AND LOCA1, SHALL BE OBTAINED <i slur FENCE - R CT SIZE = 69.3 A RES ~ FESSro '~y 1~ ~0 <i \ D~~'"ES o . F
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. TOTAL T A ~,o ~a ~ IN FEET ot~$N~rsr
ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED -DENSITY ALLOWED: 1 UNITS ER ACRE a F ANY CONSTRUCTION. SEAL PRIOR TO THE COMMENCEMENT 0 -PROPOSED N0. LOTS /UNIT = 34 ~4 = SEAL { = 1 inch = 100. 1t. i
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION 22024 s = 1 4y ~
- DENSITY ACTUAL: 34 / 69. = 2.04 UNITS /ACRE `'4 OF THIS PROJECT CAN BEGIN. _ - FNQINE`~~ P F STEWART-PROCTOR PLLC PRELIMINARY SITE PLAN FOR
MINIMUM ALLOWABLE LOT SIZE - 43,560 SF. L ~'%tiq ~ L NQINE P~.` ~ ~,yq ~ ENGINEERING and SURVEYING
- AVERAGE LOT SIZE - 1.6 Ac.. a,,.Fl L. ~i ) ~i,..F(L.~i ( r~ ~ r nn inn r-r.r~ r~-n ~+s snnnisnsn~?
CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION -AREA OF STREET = 6.0 ACRES n" °n 319 CHAPANOKE ROAD, SUITE 106 r Ill I ICI V t K t3 l Al t3 J UC1U/ V I JI VIV
DEVELOPER OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION IMPERVIOUS CAL.. RALEIGH, NC 27603
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING - LINEAR FEET OF STREET = 4342 L.F. 95,524 SF IN STREETS TEL. [phone] FAX [phone] OWNER : ALSTON CHANNING MOORE JR.
UTILITIES WITH THE APPROPRIATE UTILITY COMPANY ANDIOR AUTHORITY A. B. PERRY JR. - OPEN SPACE = 7.6 AC. aS CONTRTACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR - PERCENT OPEN SPACE = 11 % aS 5, 000 SF IN OPEN SPACE ~o DATE 3-3-05 SURVEYED BY OTHERS JOB
319 CHAPANOKE RD. SUITE 106 TO THE START OF CONSTRUCTION 10,000 PER LOT ALLOWABLE PB-JR-PERSON NORTH CAROLINA
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION RALEIGH N.C. 2 7 6 0 3 14.6% FOR SITE SCALE 1°= 100, DRAWN BY MLS FLAT RIVER TOWNSHIP PERSON COUNTY DWG. NO.
OF ANY SIGNAGE. '
REVISIONS 1 - PIN # = 0911-03-11-2009.000