20051528 Ver 2_Complete File_20060517

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 17, 2006
DWQ Project # 05-1528, Ver. 2
Wake County
Mr. Lee Perry
Perry Development
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Sunset Pointe Subdivision
Ut to Middle Creek [030403, 27-43-15-(4), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - REVISED
Dear Mr. Perry:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.27 acres of wetland, 155 linear feet of stream and 5,895 square feet of Zone
1 Neuse River basin protected riparian buffers, and 3,472 square feet of Zone 2 Neuse River basin
protected riparian buffers for the purpose of constructing a residential subdivision at the subject property,
as described within your application dated March 10, 2006, and received by the N.C. Division of Water
Quality (DWQ) on March 13, 2006. After reviewing your application, we have decided that the impacts
are covered by General Water Quality Certification Number(s) 3374 and 3402 (GC3374 and GC3402).
The Certification(s) allows you to use Nationwide Permit(s) NW12 and NW39, respectively, 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 213 .0233. This Certification
replaces the Certification issued to you on May 1, 2006. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
401 Oversight/Express Review 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/ncwetiands
None Carolina
A tura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Perry Development
Page 2 of 5
May 17, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404 Wetland 0.27 acres PCN page 4 of 10
Stream 155 linear feet PCN page 5 of 10
Buffer - Zone 1 5,895 (square feet PCN page 8 of 10
Buffer - Zone 2 3,472 (square feet PCN page 8 of 10
2. 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.
3. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
,it
Perry Development
Page 3 of 5
May 17, 2006
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If riprap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetiands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
Perry Development ?
Page 4 of 5
May 17, 2006
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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/Um
Enclosures: GC 3402
Certificate of Completion
S' cerely,
Al W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jason Payne, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 051528 Ver2S unsetPointeSD(Wake)401 _NBR_revi sed
'40F W A TF9o Michael F. Easley, Governor
? ?i William G. Ross Jr., Secretary
?
Co 7 North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
March 28, 2006
DWQ Project # 05-1528, Ver. 2
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Lee Perry
Perry Development
1000 Wade Avenue
Raleigh, NC 27665
Subject Property: Sunset Pointe Subdivision
Ut to Middle Creek [030403, 27-43-15-(4), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Perry:
On March 13, 2006, the Division of Water Quality (DWQ) received your application dated March 10,
2006, to impact 0.27 acres of wetland, 155 linear feet of stream, and 5,895 square feet of Zone 1 Neuse
River basin protected riparian buffers, and 3,472 square feet of Zone 1 Neuse River basin protected
riparian buffers, to construct the proposed residential subdivision at the subject property. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of 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
proj ect.
Additional Information Requested:
1. Please provide a signed and notarized Operations and Maintenance Agreement for the proposed
level spreaders.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
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://www.ncwaterquality.org
Nne Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
Perry Development
Page 2 of 2
March 28, 2006
Sincerely,
bf --r" X ' "
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 051528 Ver2SunsetPointeSD(W ake)On_Hold
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.corn
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the March 28th Request for More Information
Sunset Pointe Subdivision
Holly Springs, Wake County, North Carolina
To Whom It May Concern:
On March 28, 2006, S&EC received an on hold letter from your office regarding DWQ No.
05-1528 V2. The purpose of this letter is to provide information requested at the bottom of the
correspondence. Specifically, the request asks that the applicant provide a signed and notarized
Operations and Maintenance Agreement for the proposed level spreaders. Therefore, you.will find the
requested information attached.
Please contact me at this office or by e-mail ([e-mail]) with specific requests if
further information is required.
Sincerely,
JGLO yj loll ?r? ? t
Jason Payne
Environmental Scientist
cc: Mr. Lee Perry / Perry Development g @ JgLJ 1;f
I
APR 1 2 2006
Iwo
C, C Zg April 11, 2006
7 S&EC Project # 9777. W 1
LEM 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:
t. After construction and until vegetation has been established, level spreader(s) shat( be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fail 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 repalr 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 notlfy DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 506 of the
lots have been sold and a resident of the subdivision has been named the president.
1, ?WhL.) A. , a Notary Public for the State of hage1 r ,Acr& rA ,
County of i,,.. A rc ?. do hereby certify that t cc ffwa
personally appeared before me this 3& day of Ao6ysT- oo , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
r
s2e
NOTARY
' PUBLIC £
00
?eb?yf? `a`
•,hs,COU
SEAL
My commission expires ll l-Vsap 6
?ago 1 of 1
Print name: k fe evggY
Title: er??r[QE?Er?,o_
DWQ Protect No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT MFORMATM (please complete the Wowkg In mustion):
Pmjed Name : - k a Po i r -
Contact Person: 3e%m r _ - Phone Nu aher. (1i1 1 -17 P
Level Spreader 10.0 t
Level spreader Length rs J L
Drainage area 1 ?,g s0.
Impervious area lp as
Maximum f+i er StripSu%r SIoR G 96
grass
Max, Dbdrarge ftm a 10 Year Scam A .2 t ds
Max. Dlsdlarpe tb Level Spreader 4.4-1- ds
FrNer ShiplBuffer Vegetation fie "A
(pwpmkuiw to flow)
(w-site and off-sloe drainage to the level spreader)
(on-eiie and otT-sib drahW tip the level spreader)
(69` for tixesKed, lent IiWer cover, tI% for thick groud rnver)'
(fft 9mund cover or grass, canopied forest Y A if litter
gm)
Pre nent or Bypass Method Prea-1e6Amm-y'r
p. RE4111RED ITEMS CHECKLIST
ktiA m the space provided ID Indreafle the fotlov ft design mOmmentn hara been not and supporting docu n shdion is sttadmd. If a
requirement has not been awt adsch an expbmfi a of wiry. At a ndr*n m, a aongrlete sComcweler mans wow plan srrbru W tnckrdea
a worksheet for each 8MP, design cdculsi ns, plans and specrficalims shmft all EMPs and outlet sh4xe detach, a d eed
drainage plan and a firAy exearied operadacr and mW*nwroe agreement. An Lrconq W s kmillel package YA rasuk in a request for
addlWmal k&mabon and vpA xftw** delay final review and appmal of the p ajed,
Aoollcants Mide
Y r Level spreader is at least 13 it per dfs fort" grand cover or grass or 1o0 ftper ds in canopied best W 0h leaf
Mr.
7 t Pm-ftm Scow' Holes me on flat slopes only
ye No struchu+es are bcded in protected buffers'
9 bypass method specified in the Draft Level Spreader Design Apoon Doe nut
Bypass rnetliod Is spelled (d applicable) arsd plan dowk and calarlalms are provided
Discharge to level spreader and subsequent filter strip is hydra tcafly and spatially separaw from ft bypass
&dwg&
No *udues are bated in protected bolters.
plan details fordo bypass and outlets are provided.
The operation and nalntenarsce agreement k k" annual erosion and vegetation mw.
the operation and maintenance agreement signed and rwtariaed by the mVwmiMC party is provided,
' Level spre aders in series can be used on abpes Of up 1015% b ibresied ereas Y A leaf oer cover or on slopes of rip t0 % in areas
V* thick ground carer or grass it designed according b the NO Level Spreader Design Optbn Doarrrerrt ft poferm* rqukes a
ninor variance in protected buffer areas. In any event the second level spreader cannot be foaled In Zone 1 of a protected bLOw area
DWQ Project N0.
DfMfON OF WATER QUAWY - LEVEI-SPREAOER MEET
1. PROTECT 04FMMTM (please compleb the UM M9 informAM):
project Warne: AS.CeT PojAiTE
Contact Person: s?o hP Phone Nwilber. (AMR 71q
Lmod Spreader ID,, r, 2
Levrsf Spreader Length 1,7 t
Drainage Area 0.4 as
bpw4WwArea o.4 ac.
Max mtxn FdW $b*Muf ter Slq* . 6 96
Vss
Max. Discharge from a 10 Year Storm 1.3 cis
Man. DiSOharge tD Level *sader t . !S cfs
Fuser SfripJBtlf ter VegabOM 6 C&S S
(perperrdewlar bo tow)
(w-ft and off-ske drainage b the laud spreader)
(or"He and off-sbe d A Ogg b the lard Spreabo
(6% for bmftd, leaf liter Dover, 5% for W VoW s '
Oft ground cow or grass, cnpopied treat WM Mil lWr
Re*eatrmt or Bypass Method
fi. REQURW ffM CHECKLIST
MW in the space provided to lndkW the blb%WV cl*n reaNirwmm is haw been met and suPW trQ docunraltefton b Ached' Ba
MUrironreaf IM MI been met; attach an e*Wnaft of Why. At a mhr6num, a wmptebe stogy nrerrsgmod plan a biM k4kdes
a w0*wwed for each BMP, deetgn calcul360M Phm and SPGCMad" show al Bfi?s ants outlet saradtue dells, a del"
drairraule plan and a filly executed ope210n and mainlww= ggreetnard. An kmr ploio srtbrrrW pod"o A mwA fn a request br
addfond k mratlott and wil subdm iatly delaytn d review and approval of"Pruje&
Andxwrtfs kdNsla Level *?r is at )east 131 pet ds br fhldt Around Dover or grass or 100 it per der b canopied W-31 Miu, leaf
5f we
T r PtwFam Scan Hdes are on tat stapes only
.rr No SitUdtnM are totaled in prOWdAd k& W
if bypass n obA specified In fibs Drag Level Spreader Design Ap6on Dopurrerrb
ByQaws method Is W)dfied (d appttcabio) and plan detaib and cWwL fiorm are provided
umdlarge to lent spreader and subsequent filler sUlp Is hlnfr UcdY and spatialy eeparale 6om the bypass
des ere braled in probedod butters.
Plan deteils fortm bypass aW ordfds are provided.
.
The operator and mab6mx= agreerno t trrcludes ormusl ouslon and vege!• m repair
The operation and ma ftmove Womord signed and nroWted by Me twapor Ue p8* is provided.
' t euel spreaders in series can be used on sbpes of up b 15% In bested arose vAh lead KW cow or om Ayes of up to 2^J+ 6 in mas
wish thick ground wver or grass Wde*nod aww dn9 bthe DraR Level *mJer Designr OpBort a
minor variance 0 pro* W butter mum in gay avail the second level spreader tarot be bcelad in Zone i of a prayed b dfer area.
VM Project No.
DIM ON OF WATER QUALITY - Lt:11B. SPREADM WRK T
L PROJECT INFORMATION (please cwwWb the fallouirrg nfommlim):
ProjedName: 4uf+asET fot-Agre-
0m* d Person: ?YnHr.? ref Phone Number. 141117 `19 /B r
Level Spreader 10:. U.3
Lave{ Spreader Length GS V, ft
Drainage Area 2. o ac.
nrpervious Area O. s ac.
Martin um Fdter StripS00 Slope _ %
Oran
Max. Dlsdrargo from a 10 Year Smnn G . a cis
Max. 0"rsc mMe to LeW Spreader G . s ds
Filter Skolkiffer Vegstdon A6 5
(papeiviladar 6D 90W)
of'site and off-0e drai mr >b an level spreader)
O sb and otf4e drainage lo tlta bust Wmake
(676 for bresWd, leaf Nair cover, 8% for #ack gmW cowry
(lfriotc 9mu d cover or Bram carropW forest vah kif litter
gW*mq
Pra4matrrad or Bypass Method )tL - f f f5mfiaf
& REQUIRED rn= CHECK=
bairal Inge space provided to Indicate the Mowing dmIgn requirements have been met and sr*Wing docurnentgon isratadted. Ifs
rsgtdrromerrt ims rent bean roar; auaah an en*nabbn of why. Ala mnnrra, a oonglrte donmider marreeeimni plan autredfal includes
a wxbheet for each OW, design celdrAo ^ Plans and spegTicadorra *oft all i9Afi's and outlet strUchn defaas, a &Wed
w
atbidonai trriimmibn and aubeaarrtiaily delaytiisl reviewed approW of the pro rY aerwft na nnt for
bw-kwb kma_ is
T L" spreaderis at least 13 tt per 9b for>f & VWW cover Or Van or 100 it per Ch In canopied brest Mitir leaf
beer.
T T Pm-Form Scar Holes aro on IU si Pm ordy
Y No structures are Ioeetled In pn*c1ed trutiers•
9 bypass rrodol speolfled in the Draft Level Spreader Design Option DwmwnL
Bypass metwd is Wv*W (11 aPP ) sled plan detais and plalaadorra are provided
Discharge to level spreader and atr6sequeet filler strip 6 hydraulledy and epefiady separate fm fire bypass
discloya.
No strlydurea are located it prowed buffers.
Plea detads for the bypass and outlets are provided.
The operation and maintenance ayreemerd ndtdes annual dosion enrol vegd&Wn mpar.
The operation and mairrtenetun WwnWd signed anti notartaed by the respons b parq Is, provided.
Level spreaders in seder can be used on slopes of up to 15% in tiorasted areas WM Ieaf fader cow or on dopes VF UP l0 25% in areeS
WM thick gloved Dover or grass ff deai nwl acconi ft to dw Drag l awl Spnwder Design Option Docunwi t This poiend* requiroe a
minor variance in protected buffer areas. In any overt the seoond bW apreadw carrot be bcalud in Zone 7 of a prvlected tuner area.
DWIQ Piojeut No.
DIMSIOf I OF WATER QUALITY - LEVEL SPREADER 'P
1. PROJECT 1NFORMAT ION (please c mplete the bilorrxrg infoe vfM):
Project Name : AO-LutT ftA-2Te
Cwbal Person: 3'o14,3 Trr'E t- Phone Nunter: (1111 -7 -14 - Ujr-5'
Level Spreader ID: _ ft j
Level Spreader taro z L tL
Draonage Area ac.
krpervious Area O • Z ac.
Maunuxn Filler StrglBuffer Mw I-so- %
gnm
MwL Dbdwage trap a 10 Year Sbam .14 ds
max, OLsdnarge to Level spreader cos
Filbar sbipfflaer Vegetation G 2tAf. -
(paPnn b fbw)
(anabe and off-spa dtair?ge 1o fhe levies slxeadeQ
(ors-sif?o and at[3de draku?ge 1o ttte k:vel spreader)
(696 for tmsfad, loaf Iftler sower, 8% for stick goad cover)'
Oft gmw aver or grass, canopied forest with Of fiber
Pm4mabnent or Gypess Mehod ft-Tr EATd?r
1. REQUIRED ITTrMS GECOAT
Initial Into space provided lo kick the kdovkq; de*n req* masts have baca mot and fn9 documnta6on b dtadred. go
mWk nnW has not been net aW an erpFdeadbe of wipe At a mkNm n4 a cmOOA sbmmola' mwwg nnwd plan wAvOW indades
a worksheet for each BAIP. deso ada dalions, PWw and moons ehotiltng al WA'nl and outlet Ouc4ro deals, a deteled
drainage plan and a fully axeaded operation and maintenance agreement. An inOOn00 submittal package M eeeult in a WgLW for
adMonal iofaman m and wN mbstanl * delay shoal M"N and approval Of the polocL
AoolicaMs Initials
3 T towel WC.4 r'is at least 131E per cfs forfhidk ground cover orpm or 1W >t pares h carnoplad boast WM leaf
181or.
J 7,r Pre-Form Sew Mates are on flat sIgm 0*
Tr No strnxarree are bested in proww bulfars'
8 bypass method specipod in the Drift Level Spreader assign Op6oo Docnmert
BlrpM melhod is apeeilled (d appCncable) and Phan dWAb and C*Uladw s are provided
Oisdnarge to level spreader and subsequent OR strip Is hydraulic* and spabaly separate tmm the bypass
dbduarge.
No *udwec are baled in protested buftm
Plan datals ford* bypass and oulels are provided
-----7w operation and ff6tenanc a weamt Includes annual aoston and vegetation now,
The operation and mwder?ance WW nerd signed and notarised by the responsible poly a provided.
Level spreaders In sodas can be used on elopes of up t016% in faesbed areas v* leaf itdercover or on elopes of up to 25% In areas
wM oriel pound cover or grass IF designed according b the Dradt Level Mossier D WO Option Domerrt This p0imiloly re l*as a
now radanoe in prolecled butler areas. In any wrent the second leas( spreti* csarrot be bc*d in 7me 1 of a p dodod buffer area
VM Proje4 No`
DPASION OF WATER QUALITY - LEM SPREADER VMKSHEET
L PROJECT MPDRMATION (piem coniOls the tlow V in4amha6an):
ProjectName : su..) cgj Poi`, ff_
cont>auol Person: la fa.) rut- Phone Nm bee (q 19) -11 1•%4c' r
level Spreader ID: , 3s ?
Level Spreader Lwo R9 fL
Draina? p Area 7 . aQ
InVerviotmArea o.9 as
Mw mumFMerSaipMufhirSlope _ a %
9=$
Max. Discharge from a 10 Year Sturm cis
Ma)L Dscharge to Level Spreader 4. A cis
FlhrSk09uBerVegafs w d-¢AA t
(perperA=hr b w
(ornate and off-sle dnak%e b the level Wrea*
(mvi to and off-sW drai ap b the 6W spreader)
(676 for be", leaf idler cover, 8% fortft proud wwY
(Buds 9mund cover or gran, ca copied forest vib hd NO
9luundwwr)
Pm4r=6nwd or Bypass Method PPR- jtCA7 . rr
II. REQUIRED ITEM CHECKLIST
MW in the qmu fnovided b id cW the blorrir9 design requi wo* haws bow met and woordnp doauna runt is cached. Na
modes ed has not base not aDCach an ergrianafion of why. At a mi*m m, a ooarpkle sbmmaier marnagenW Plan rxhb AW ihdudes
a wdor W*d for each BW deem calmMbns, plans and Wdkdm shmft ai BM and Guist std 4m detak a cabled
drainage plan and a idly execoad operadon and rodnk name a7mumd. An lnmmplois sabm" pacer a to resW In a Mgwd for
additional b*mx don and wB subsfanb* delay *W review and VFmmi of tre project.
xT s Level spreW"b at least 13 h, per ds for thick ground wver or pm or 100 it par ds incanopied brest wodh leaf
titbr.
t r PfwFurrm Saxt Nales are on tfat slopes o*
-+? Y No hArurlh>res are located in protected bihQels'
I bypass r @MW ap MVAd m Bhe Drag Level Spreader Design Option DWMN t:
Bypass n*&W is opeaihed (K applcabk) and plan dot* and cabulalorw am proridW
Dbdopa to level spreader and subsequent filmstrip is hydra "y and apW* separate from to bypass
No sbuckm are located in protected txrffu m
Plan deNk for to byp0ea amt outlets are provldW,
The Weraion and meinterhance Vwmt kWde$ NVW ero*n and vegetation uepwir.
Tfte operation and maintenance agreement signed mid noWmed by to mqw nevus pally is pmV4W.
Level sp "Ams in serums can be used on sbpes of W to 15% in forested areas w b leaf Oft wwer or w Sipes of up b 25% In areas
va udc gnaund cover or glass 9 desired aocordrg to the Draft Level Spreader Design Opim Doamrert This poOsnAi* rew*es a
mmm variance in protected buffer areas. In any event the second WW spreader care,ot be boded m Zom 1 of a pruW*d buffer area.
DWQ Project No.
DNMION OF WATER QUALITY • LEVEL SPREADER WORKMEET
L PROJECT WORMATfON (plem =Veia On follorriitg irdonnakw):
Prated Name: sews C1" Pbl jTr.
ConW Person. _ sown Z get- Photta Number: (11f.1-7 11-/BSS
level Spreader ID: w 4;
LeuelSpreader Length ?j 7 fL
Drainage Area 1.1 ac.
trrrpervimn Area 0.2j ac.
Maidmum Mar StripSu ffer Slope G %
grass
Max. Disrhags lawn a 10 Year Storm 3 . cis
VOL Discharge to Level Spreader I * L Ct$
Fitter S&OBuffer Vegetation -?t
(perpendicular to flow')
(on-Wb and off-spa drainage to dw bw sprealed
00.66 and off-de drainage b ft bw spreadaj
(896 for busied, leaf rttlferpover, 8%forUck woud cower)'
Ohictc 9rmmd cover or prays, canopied forest wih ki flier
Pre-beadnw t or Bypass Method a LUCA 07'
L REQUNtED rrEflfS CNECKLIM
Mttiat in the space provided to rtkab the ioUowirg design nequirernerrtr bare been met and supporting doamlerrUEinrt is rued if a
roqukanent has not bean met; a66dr an explanation of adry. At a a k*mim, a caorrpleb sbomtrr dw martag mm plan &&4 W kck&s
a worksheet for each 6W damp edalations„ plate and specrkgborrs shomQ al MAN and oudat *udit dubA a defalsd
draQtage plait end a W exem4ed operadm and maiitiena>ce wjmwterd. An ffmntplefa srrberiW pad op rff no* in a moved for
eddrboaal kftmatm and wN srrbSFar i* delay W mm and approval of be project.
Aooilmft ktti *
1r1r Lauel spreader is at least 19 it per ds ibr ttri& V=W cover or grass or loan perck in canopied forvd va lest
rdier.
Pre-Form Scow Holes are on U slopes only
No struCiures ere located in protected buflers•
If bypass method specified in the Draft L*W Spreader De*n Opdm Doer nem
Bypass and od is spedled (Q applicable) and *a detak and calarl8ferra are provided
to level spreader and arbsequerrt flier strip is hydra 6o* ad s;ptffifiy sapata(e bm the bypass
_jDbdoW No d wd m are brafed in pmWcW buffers.
Plan defers throe bypass and wAsis are provided.
The %wabon and maadanance agreement xxit s amoral erosion and ttegeta m repair.
The operation and mai>emm agreawd sl9rred and noW=d by ft rmportsible pally is provided.
` Level spreaders in series ten be used on elopes of up to 15% in forested areas Y& W OW cover or on alapw of up b 25% in arm
vAM bide Wind cmw orgrass if designed a=d mV b the Draft Level Spreader Dsalgn Option Domettt. This poWnii * requires a
mirror variance in probcisd buffer areas. M any evm tare eecoad ferret spreader cannot be bc*d in Zone 1 of a p obcIed bu8er area.
DWQ Project No
DIVISION OF WATER QUALITY - MEL SPREADBi MST
L PRDJcT IIIIPOR MATION (please complete do folowng i iftnation):
13mied Name : Sul) IET' Po,..JrE
G1onw Person: ssakiij rr . Ptrons Nunber: ( it I I n I I - /8'r s
LAW Spreader ID:. i} 7
Le e( Spreader Length 17 9 R
Drs "e Area ao.
hnpemious Area f . 7 ac.
Merdmum Filler M pt" Slope G %
lr?
Max. Discharge from a 10 Year Storm / Z. ets
Max. Discharge to Level spasader X9.3 cfs
Faer "WPMuffer Vegebadon loth
(Perpeardlordar b low)
(on-site arsi dkb drainage b the lewd spreader)
(onaibe and off-cite drainage b the lewd wpnea iO4
M% for boded, loaf Kier cow, 8% brfhfeic grWlOd wvwY
(wA9rouw cover or gies, camp but vb'O War
9
ProobeaMwd or tlypass Merirod P2 g -T g"S"i? f
U. RtMIM ITEMS CHECKLIST
WM In the space Provided to Indkii s the toil wft deeps regrrinamnb harre trees met ad auNpo ft doa merrfalim is sbched. Ifa
regrlbmment bas not been a* atdaoh err &Vkm ion of WW. At a rtrininacn, a complebs slomN aber morwgemeM Plan subdM kwkides
a wmbbsk for each BW do*n celudafts, plans Ind spsdlkdm shorrirrg sg S MS and outlet *Uckim detail, s detailed
drainage plan aril a fully executed operation and mabtalarroe sarreemed An lncarrPlebe subn idW pa*ep will result in a Opost for
add'rdorrsi frda maGon and vial srrbstar** delay final review and approval of to project.
hrAiats Levsi spreadsrls at least 13 ft per cis f+or iNdc gramd eowr or grass or 100 ft per cde in canopied treat with leaf
Itler.
T Pre-Form Scar Holm are on fiat slopes oaly
.r 1' No strufti es we located in walecbed bwW
K bypass method spelled in the Draft Laud Spreader Design Option Doasrrerrt
Bypass method is gmdiied (d rr}Vdrabie) and plan debark and colcu lops are provided
Discharge to level spreader and s dwq wt filter"is hy&&Ac*wd spd dy separels Dom the bypass
dWwga
No *udww am boated in protecled tuner.
debate fordis bypass aid oudds are provided.
The operation and rtrsirrtenartoe egreenrent inqudes arrnral erosion and vegetation repair.
The operation arrd ftuWwwwe Meaaent signed end notarized by to regron*W pity Is provided.
Level spreaders in emus can be used on slopes of W b 1596 in forested arses with lead tildes cower or on slopes d up b 289E in arms
with thick ground cover or grass if designed according t o#* Draft Level Speeder Design on in Zone I ? PnosecI§ [idlermes
a
nka variance in protecleed butter ash In any evert rice second level W(eadar
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings
Wendell, Wake County, North Carolina
To Whom It May Concern:
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter. Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail (sclarkksandec.com) me if I can be of any further assistance.
Sincerely,
Sean Clark
Environmental Specialist
Attachment: O&M Agreement
t? V
APR 1 2 2006
ofiNti W,
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. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N First Ave Knightdale, NC 27545
Phone: [phone]
Signature: .??--
Date: 4I&A(o
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, LCrf ? (hrl MCLIAM10 , a Notary Public for the State of ®t?'h cc, V10 lfylC
County of -Je'h'nstyr) do hereby certify that Bob Doyle
personally appeared before me this tt?" day of ,A-Q) `, aQO(o, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
OFFICIAL SEA'.
`y? ti3a Notary Public, North Carolina
County of Johnston
A LORI VAUGHN MCLAMB
My Commission Expires September 1, 200 i
SEAL

My commission expires " I a'000
Page I of 1
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250 #L#@"VflV4
Raleigh, NC
27604-2260 AP D
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings 9
Wendell, Wake County, North Carolina w ? W &UAI.,? .
. _VVVCH
To Whom It May Concern:
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter. Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail (sclark dsandec.com) me if I can be of any further assistance.
Sincerely,
4
Sean Clark
Environmental Specialist
Attachment: O&M Agreement
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. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N First Ave Knightdale, NC 27545
Phone: [phone]
Signature: /d ?G
Date: 1/&/o(?'
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, L_Cr# Y" hn M-lA hOp _,a Notary Public for the State of J"'400 1, C0LY0 l iY1C;%'/
County of ?C-?'?V1S>?73Y? , do hereby certify that Bob Doyle
personally appeared before me this Cet" day of A'Q*A ] , 0QO(.o, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
?-
I :Cyounty rolina
n
7Johnston
LAMB
My Commiss, 200 i
SEAL
J xo?-J?
My commission expires O J I a00
Page 1 of 1
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings
Wendell, Wake County, North Carolina
To Whom It May Concern:
r--" 0_-%
APR 1 2 2006
x'6'"41 le4
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter. Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail (sclark @sandec.com) me if I can be of any further assistance.
Sean Clark
Environmental Specialist
Sincerely,
Attachment: O&M Agreement
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. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N First Ave Knightdale, NC 27545
Phone: [phone]
Signature: o-G-
Date: 4W" (.o
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, hn MtL a MAO , a Notary Public for the State of Noah Court I Iw""
County of e'hv?5far? do hereby certify that Bob Doyle
personally appeared before me this I( day of ,q'0)? , AI-Mo, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
OFFICIAL SEAL.
Notary Public, North Carolina
County of Johnston
LORI VAUGHN MCLAMB
My Commission Expires September 1, 2007
.... ,..
SEAL
90'? (?? -YIYI,( ??ovj?
My commission expires x000
Page 1 of 1
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings
Wendell, Wake County, North Carolina
To Whom It May Concern:
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter. Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail (sclark agsandec.com) me if I can be of any further assistance.
Sincerely,
Sean Clark
Environmental Specialist
Attachment: O&M Agreement
t
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. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N First Ave Kniahtdale, NC 27545
Phone: [phone]
Signature: d-G
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.
?„?1'I ?r?a uct hn I?1 ?L? ??,10 , a Notary Public for the State of ca'y0 ( i* /
County of 7e'hv)S , do hereby certify that Bob Doyle
personally appeared before me this (?Yl day of A"Q)y , tom, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
"{"""o OFFICIAL SEAL{
f1?? Notary Public, North CaJ2007
* County of Johnston
LORI VAUGHN MCLMy Commission Expires September 1, SEAL

My commission expires Xy I
Page 1 of t
_s t
4
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings
Wendell, Wake County, North Carolina
To Whom It May Concern:
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter, Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail ([e-mail]) me if I can be of any further assistance.
Sincerely,
Sean Clark
Environmental Specialist
Attachment: O&M Agreement
Ilk
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. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N First Ave Knightdale, NC 27545
Phone: [phone]
Signature:
Date: ????oro
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, L0116 ?f c{ hn N1.CLsalr,?,?o , a Notary Public for the State of 1'40(+h COL'?'a
County of LVIS>}? do hereby certify that Bob Doyle
personally appeared before me this tt?" day of A'V), J-00(o, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
OFFICIAL SEAL.
Notary Public, North Carolina
s County of Johnston
LORI VAUGHN MCLAMB
My Commission Expires September 1, 2007
SEAL
90'? ()? -Y-Y),( xc"'-J?
My commission expires
Page 1 of 1

51 52c
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Mathews
1628 Mail Service Center
Raleigh, NC 27699-1628
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
March 10, 2006
i r S&EC Project # 9777.W l
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
From: Jason Payne
Soil & Environmental Consultants, P.A. a w= j'
11010 Raven Ridge Road
Raleigh, NC 27614 U?'F -
MAR 1 HU6
Re: REVISED PLAN FOR DEVELOPMENT
Sunset Pointe Subdivision (DWQ EXP# 05-1528; AID# 200521373)
Holly Springs, NC WETLANi;; ",ND BRANCH
On behalf of the owner, Perry Development, please find attached a revised set of plans and
supplemental information depicting changes to the previously approved plans for the project
numbers referenced above. Following 404 and 401 authorizations, the client was asked by the
Town of Holly Springs to incorporate a greenway trail into the design. In the interest of avoidance
and minimization, the greenway has been designed to follow the already permitted sewer line.
Please review the attached information, as we request a revision of the existing 404 authorization
and 401 certification from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Quality (DWQ). Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Sunset Pointe
Project Type Residential Subdivision Roads & Utilities
Owner / Applicant Perry Development
County Wake
Nearest Town Holly Springs
Waterbod Name UT Middle Creek
Basin / Sub-basin 03-04-03
Index Number 27-43-15-(4)
Class C;NSW
IMPACT SUMMARY
Attachments:
Stream Impact acres : 0.011
Wetland Impact acres : 0.27
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. acres 0.281
Total Stream Impact linear feet : 155
Pre-construction Notification (PCN) Application
Agent Authorization
DWQ Buffer Letter (NBRRO 05-042)
Level Spreader Worksheets (9)
Wake County GIs Site Vicinity Map
Figure 1, NC - USGS Map - Apex Quadrangle
Figure 2, Soil Survey Map - Sheet No. 83
Preliminary Plans Summary
Overall Site Plan with impact insets
Roadway Profile in vicinity of Impact #1
Utility & Greenway - Impact #2 & Impact #3
$200 Application Fee to DWQ
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]
MNtt ?.? '?[106
Office Use Only: Fonn Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12 & NWP39
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 Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Perry Development
Mailing Address: Attn: Lee Perry
5600 Rock Service Station Rd
Raleigh, NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 10
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: Sunset Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 0750822422
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Pointe
Directions to site (include road numbers/names, landmarks, etc.):
The site is located on Sunset Lake Road (SR1301) northeast of the intersection of
Sunset Lake Road and Edwards Drive (see attached vicinity maps). From Holly
Springs, NC take Holly Springs Road (SR 1152) East to its intersection with Sunset
Lake Road; turn left onto Sunset Lake Road; the site is approximately one mile
north, on the east side of Sunset Lake Road.
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): 35.6798 ON 78.8046 °W
6. Property size (acres): ± 21 acres
7. Name of nearest receiving body of water: Middle Creek (27-43-15-(4); C;NSW)
8. River Basin: Neuse River (03-04-03)
(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/.)
Page 2 of 10
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 forested. Land use in the vicinity of this site is primarily
residential.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential sewer line that will service
the subdivision. Recent alterations of the site plan include the addition of a
greenway trail that will follow the sewer line. In addition, the project also includes
the construction of a two-lane road within the Sunset Pointe residential subdivision.
The road is designed to be a paved, asphalt road with curb and gutter. The
remainder of the subdivision will include approximately 46 single-family residential
lots and -5-acres of open space surrounding the pond. Equipment used will include
those typical for land clearing, grading, excavating, and general construction of a
residential subdivision.
11. Explain the purpose of the proposed work:
The purpose of the proposed subdivision is to meet the need for housing in the area.
The impact resulting from sanitary sewer construction will connect the proposed
subdivision to an existing sanitary sewer east of the property. The proposed stream
impact resulting from road construction will provide access to the property's interior
by crossing a stream that bisects the parcel from east to west.
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.
S&EC is not aware of any other 404 Permits or 401 Certifications approved for this
property. The two stream channels (i.e., UTs to Middle Creek), wetlands in the vicinity
of the road crossing, and wetlands east of the property line are the only anticipated
surface waters subject to 404 and 401 jurisdiction and the Neuse Buffer Rules that will
be impacted by the proposed development. S&EC delineated wetlands in the vicinity of
the road crossing. However, S&EC has not delineated wetlands or other jurisdictional
waters for the entire site. S&EC conducted a previous delineation for the parcel east of
this project, which is the source of estimating impacts for the sewer alignment. Eric
Page 3 of 10
Kulz of the NC-DWQ performed a stream buffer determination for this site on February
10, 2005. S&EC submitted a PCN application and supplemental information August 18,
2005. The USACE issued a 404 authorization on October 12, 2005 (AID# 200521373).
The NC-DWQ issued a 401 authorization on September 12, 2005 (DWQ EXP # 05-
1528). Recent site plan alterations require revision of the existing 404 and 401
approvals.
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.
S&EC is not aware of any future permit requests anticipated for this property.
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:
The proposed impacts include the installation of one road crossing and a sanitary
sewer. Road Crossing Impact #1 will include installation of a single 48" RCP. The pipe
will be installed at a depth 20% of its diameter (0.8-feet) below the existing streambed at
a slope of approximately 1.8%. Sewer Crossing Impact #2 will include the temporary
excavation across the streambed to bury a sanitary sewer pipe encased in concrete
(below the streambed).
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,
se aratel list impacts due to both structure and flood' g.
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
Impact #1 Fill Forested/Riparian No 0 0.06
Impact #2 Temporary / Excavation Forested/Riparian No 0 0.14
Impact #3 Permanent Forested/Riparian No 0 0.07
Total Wetland Impact (acres) 0.27
Page 4 of 10
3. List the total acreage (estimated) of all existing wetlands on the property:
Approximately 0.68; the property was evaluated by S&EC following the initial
submission. Wetlands are also present east of the property in the area of the sewer
crossing; these were previously delineated in support of aligning the existing, off-site
sewer.
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
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Impact #1 UT to Middle Crk Road Intermittent 2 feet 135 0.010
Impact #2 UT to Middle Crk Temporary/Sewer Intermittent 3 feet 20 0.001
Impact #3 UT to Middle Crk None* Intermittent 3 feet 0 0

Total Stream Impact (by length and acreage) 155 0.011
*Impact 3 (Greenway Trail) will span stream via a wooden footbridge to avoid permanent stream impacts.
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
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.27
Open Water Impact (acres : 0
Total Impact to Waters of the U.S. (acres) 0.281
Total Stream Impact (linear feet): 155
Page 5 of 10
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
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 USAGE.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road impact (impact #1) is necessary to provide access to the northern
portion (interior) of the property from Sunset Lake Road. The proposed road crossing
was situated upslope of an existing pond that will be retained during development. The
sewer alignment has been situated in a manner that will allow crossing perpendicular to
the stream along the eastern property line. Previous authorization for the permitted
impacts is evidence that the project already met the avoidance and minimization
requirements. In an effort to further meet these requirements in the addition of the
greenway trail, the trail has been designed overtop of the previously permitted sewer
easement to avoid further wetland and/or buffer impacts. The trail will span the stream
via a wooden footbridge thus avoiding permanent stream impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 6 of 10
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,
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/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts are below the thresholds required by NC-DWQ for
mitigation, and the proposed impacts will not occur along waters of the US with
"important aquatic function" (i.e. perennial streams), mitigation should not be
required for the proposed impacts.
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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 7 of 10
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
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? 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.
ROAD CROSSING: IMPACT #1
Zone* Impact
(square feet Multiplier Required
Mitigation
1 4,692 3 0
2 2,668 1.5 0
Total 7,360 0
SEWER CROSSING: IMPACT #2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 602 3 0
2 407 1.5 0
Total 1,009 0
Page 8 of 10
GREENWAY TRAIL: IMPACT #3
Zone* Impact
(square feet Multiplier Required
Mitigation
1 601 3 0
2 397 1.5 0
Total 998 0
* 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.
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
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
It is anticipated that the percent impervious surface for the subdivision is 29%. The
project consists of 21.04 acres to be developed. Of this, 1.86 acres of impervious
surface exist in right-of-ways (i.e. sidewalks and streets), 4.22 acres of impervious
surface is anticipated on the 46 lots (based upon 4,000 square feet per lot), while none
of the open space will contain impervious surface. Therefore, the impervious surface
for the site is anticipated to be no more than 29% (6.09 acres impervious / 21.04 acres
total for site).
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.
The development will connect to an existing sanitary sewer system. The municipality
will ensure that this development does not exceed the available capacity of the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
S&EC is not aware of any violations at this development.
Page 9 of 10
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:
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).

,/ Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
HENRY DEVELOPMENT PAGE 02
V,4 vuu
07/28%2006 40:02 FAI
Nam-,
Addres
Phone: 17_??-
Environmental Consultants, PA
Road • IWdsh, Noah Cuollna 21614 • Phone: [phone] • FAx: (914) $46.5467
w%V.Sanac.com
AGENT AUTHORIZATION FORM
PzojectNanne/Description:
Dace: 7- a?(' -(,S
The Department of the Amy
U.S. Army Corps of lsmgineers, Wi h*jgton Distract
1'-0. Box 1890
Wilmington, NC 2MW
Attn.-
Field Ciicet
Re: Wetlands Related COmulting end Permitting
To Whom it may Concern:
I, the curx+ent pr er Owner, herei?y designate and authorize Soil do Environmental Consultants, PA to
act in my behalf as my Agent in the p?sg
suPPI I tal lit>fornnation in su art of a applications, to furnish open request
PPS pP *w, etc. from this day f-m-rd The day of
This notification supersedes any priviolu correspondence concerning the agent for this project.
N(MCE: This iuthorlzatioxt, for liability and professional eearteq reasons, is valid only for
government officials to ester the property when aceompatuied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
.ls ?
P oP y Ownees Name
Cc Ms. Cyndl Karoly
NCDENR - DWQ
2,121 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's torture
cc: Mr. Jason Payne
Soil & EnvLro.*anwtal Comatants, PA
blank agent oath fonn,doc
?-??e "'`
236 L*Ph"P Courf, Suite C
Coacotd NC 28025 Crre n?bere DfA?'
3817-E Lansdale Drive Hi ck9a Q(Mga

Phone; (704) 720„94p$
9
Gaensbo?o. NC 27455 6:2 Coon Moumain bare
Taylorsville
NC 28681
gam, (704) 720
4o6 Phone: [phone]
F ,
Flnone ($2&) 635-5n20
ax: [phone] Fm [phone]
OF WATFA Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
?O
6, North Carolina Department of Environment and Natural Resources
6 7
j r Alan W, Klimek, P.E. Director
0 -i Colleen H. Sullins, Deputy Director
Division of Water Quality
February 10, 2005
Mr. John Teel
Stewart & Proctor
319 Chapanoke Road, Suite 106
Raleigh, NC 27603
NBRRO 05-042
County: Wake
BASIN:
Neuse River X
(15A NCAC 2B .0233)
Tar-Pamlico
(t 5A NCAC 2B .0259)
NOV Buff
Appeal Call
Determinatinn Y
Project Name: Sunset Property
Location/Directions: East side of Sunset Lake Road, across from Edwards Drive in Wake County.
Subject Stream: UT to Rocky Branch
Date of Determination: 2/8/05
Feature Start Buffer .End Buffer
GPS Points (if provided)
A Subject at Yellow

Buffer Fla
B Subject (Not
Contested

Stream Appeal Located Located on
Form Call on Soil USGS
Survey Topographic
X

x X

Raleigh Regional Office 1628 Mail Service Center A?'0 R phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
c'd )9t_E,9U8:01 :14ON-d Tt,-*T S[t88-oT-°) Iki
2/10/2005
Page 2 of 2
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parries
that dispute a determination made by the DFVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director In writing clo Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made Ina timely manner. To ask fora hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. A
Environmental
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Wake County Planning
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DWQ Prgect No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following infomration):
Project Name : .SUNsEr Po l ! rf
Contact Person: 3oK?j rE6c_ Phone Number.
Level Spreader ID,f I
Level Spreader Length r r_ ft.
Drainage Area I .7 aC.
Impervious Area 1. D ac.
Maximum Filter S*Mudfer Slope G %
grass
Max. Discharge from a 10 Year Storm d .21 cis
Max. Discharge to Level Spreader -1-2.1 cis
Filter Strip/Buffer Vegetation 6?RAI.S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-sritB and off-site drainage to the level spreader?
(6% for forested, leaf littler cover, 8% for thick gtourd cover)'
(thick ground cover or grass, canopied forest with iof titer
groundcover)
Pre4reabnent or Bypass Method BRA- TLCATNtA/'r
REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indicate the following design requiremerrb have been met and supporting doaunentation is dbOched. If a
requbemera has not been met attach an explanation of why. At a minimum. a complete stomnwater management plan submittal hrck+des
a wait for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detal% a detailed
drainage plan and a fully executed operation and maintenance agreement. An kwornplefa submittal package will result Ina request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Y r Level spreader Is at least 13 ft. per cfs for thick ground cover or grass or I W ft per cis In ranopled forest with leaf
litter.
z t• Pre-Form Scour Holes are on flat slopes only
s I, No structures am 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 calatiations are provided
Discharge to level spreader and subsequent filler strip is hydraulically and spalially separate from the bypass
discharge.
No structures are located in protected butlers.
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 reaponsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf rater 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 pctentially requires a
minor valance In protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer are&
t7i2 'd Z9V69V8:01 -WMIA 22:60 S002-8T-Jfld
DWQ Project No.
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please mnplele the blowing infmuloon):
Pr*d Name : S U r.f ar_T PO/ rJ T F
Contact Person: 3.0"0 Im _ Ptwne Number. f 1 Mt 774 ?/KT S'
Level Spreader ID: _ $F Z
Level Spreader Lergtln . l 7 ft.
Drainage Area 0.4 ac.
Impervious Area 0.4 ac.
Maximum Filter StrtpSuffer Slope t o-%
grass
Max. Disdwrge from a 10 Year Storm 1.3 its
Max. Discharge tD Level Spreader f .'S cis
Fitter Stripl6ufferVegetation 6,k&6 A
(perpendiculw to flow)
(on-sine and A-site drainage b the IeW spreader)
(on-side and off-ske drainage b the level spreader)
(6% for bresled, leaf W coyer, 8% fortlnidk p W coyer).
(thick ground cover or grass, canopied forest with W litter
gam)
Prefieatrnentor Bypass Mediod P¢c-EgfAr Wr
Initial in the space provided to indicate the blowing design requirements have been met and suppoMV doam>enhaGon h atadned. ff s
requirement has not been me& at(ach an eVianadar of wiry. At a minfawam. a rwnplete sbmrwber management plan srdxaif>iel indudes
a waWmet for each BW. design calarfations, plans and Wecmcabm showing al BAPS and outlct structure dew a deWW
drainage plan and a tiny executed operation and nW*nanoe agreement. An iraomplele subm'tlat package null tesult n a request for
additional information and will substantially delay Ird review and approval of the project.
AmAiicants hdtiais
T r Lewes spreader Is of least 13 It per its for oft ground Dover or grass or 100 It per its In canopied blest wlh leaf
WK.
z r Pte-Form Scour Holes are on flat slopes only
-rT- No structures are located in protected bu f e
fl bypass method specified in ft Draft Level Spreader Design Option Docurnert
Bypass mettwd is specified (d applicable) and plan details and calculations are provided
D a gge to level spreader and subsequent filler strip is hydraulically and spatially separate from the bypass
clischarge.
No structrrres are located in protected butlers.
Plan des for ft bypass and outlets axe provided.
The operation and mainfernarnce agreement includes annual erosion and vegetation repair.
The operation and maunlenance agreement signed and notaniaed by the responsible party is provided.
Level spreaders in series can be used on slopes of up b 15% in brested areas with W Ift cover Or On dopes of up b 25% in a eas
with ihidk ground cover or grass N designed according b the Draft Level Spreader Design Option Docrrra t. This potentially requires a
minor variance in pmlected buffer areas. In any event the second levvd spreader carrot be located in Zone 1 of a probcled butler area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WYORKSHEET
L PROJECT INFORMATION (please complete the Mowing information):
ProjectName : S u &3s ET Po UJT E
Contact Person: --VnHO MEL Phone Number
Level Spreader ID:. kt,3
Level Spreader Length A 5- ft.
Drainage Area 2.0 ac.
Inpervious Area D. S ac.
Maximum FdW MpSuffer Slope L, %
grass
Max. Discharge from a 10 Year Stain G . S' cfs
Max. Discharge to Level Spreader L, S ds
Fft Strotutfer Vegetation G Gw 4 4,
Pre4reahnerd or Bypass Mcthod ft ICfATnrdr
1. REQUm ITEMS CHECKLIST
?bi*
(on-sile and off-site drainage b the level spreader)
(on site and off-site drainage b the level sprea&4
(6% far forested, leaf itller over, 8% for W grouid rover)'
(thicc gtoad cover or grass, canopied bed wilh Id Etter
gam)
Initial in the space provided to indicate tie Nowing design requirements have been met and supporting doamnertation is attached. If a
mqukenrent has not been met; s tach an eVianadon of wiry. Al a minimum. a complete slomwaier management plan subaittel includes
a wort wet for each BAS, design calculations, plans and specifications showing sill BW:s and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agrement. An knmplete srvb nW padcage vA result h a request for
additional Information and will substantially delay inai review and approval of the project
Aw(icants Initials
71, L.evd spreader Is at least 131 per cis for thiclc grotnd tower or grass or 100 It per ds In canopied bed with leaf
W.
T Preform Scar Holes are on ltat slopes only
T't' No structures are located in protected buffets'
K bypass method specified In the Draft Level Spreader Design Option Doarnent
Bypass method Is specified (d a3ppicable) a W plan details and cdcuVoorts are provided
to level spreader and subsequent filler ship is hydraulically and spadaNy separate from the bypass
_Discharge crMcharge.
No structures are located in protected buffs.
Plan details forthe bypass and outlets are provided.
The opetation and maintenance agreement includes annual erosion and vegetation repair.
The operation axed 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 wilh leaf Ntlter cower or on slopes of up b 25% in areas
with thick ground grower or grass if designed according to the Draft Level Spreader Design Option Doctmmt. This pole ntialy 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 folowing information):
ProjectName : -10LUE17 PorarF
Contact Person: _ Sot{P TgAr L Phone Nuinber: I9 /1 I i
Level Spreader ID: _ &.+
Levd Spreader Length z 6 it
Drainage Area e . fo ac.
inpembw Area O • Z?- ac.
Mapmum Felber St pSuffer Slope
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to level Spreader ds
Filter Skip&&r Vegetation -ASS
(perpendialar b flow)
(on-she and off-site drainage b the L-.,d spreader)
(on-site and off-ske drainage b the ieNel spreader)
(6% for forested, leaf fillet cover, 8% for thick proud cow'
(thick grand cover or grass, canopied forest with leaf liter
gmndcow)
PmAmalrnent or Bypass Me(W PQE-?If'EATP1EwJj
L REQUIRED ITEMS CHECKLmT
Initial in tike space provided to indiica6e the blowing design requirements have been met and w"oft doau>hentation is rladhed. g a
roqulre wrt has not been met: atladh an evbmfim of why. At a minitnum, a conplete stonimckm management plan sum Includes
a worksheet for each BAIP, design calculalions, Plans and specilications showing all BAIPs and ordd stnucbxe detA a detailed
drainage plan and a fully executed operation and maintenance agreeanernt. An ineornplebe w mltai padmge wdl m& Ina h qxd tior
additional kftmabm and VA sultan * delay brat review and approval of the project.
Applicants initials
TT litter. litter. spreader is at least 1311 per cls for .hick ground cover or grass or 100 fl per ds in canopied forest with leaf
S t Pre-Form Scour Holes are on flat slopes only
ST No structures are located in protected buffers'
If bypass method spedfied in the Draft Level Spreader Design Option Documerhl
Bypass mdlhod is spelled (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent flier strip is hydraulically and spabaly separate from the bypass
dnscharge.
No structures are located in protected buffers.
Plan details for-Me bypass and outlcts are provided.
The operation and maintenance agreement indudes annual erosion and vrgeMm nq)ak
The operation and maintenance agreement signed and notarmed by the respo V*b Party Is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas wdh leaf MW cover or on slopes of up In 25% In arras
with thick gnxrd cover or grass ff designed aa:ordug to the Draft Level Spreader Design Option Doc rnent. This potenfiafly requires a
minor variance in protected buffer areas. In any event the second level spreader Cannot be located in Zone 1 of a protected b ulier arm.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please canplete the following information):
Project Name :
Contact Pemon:
7ou ?, rEE tr Phone Nmbe1 q 19) -7 -/?c "
Level Spreader ID: _ S
Le
Dminage Area vel Spreader Length R 9 IL (perpendppar b flow)
Deus Area _ 0 3I M (on-sile and off-site drainage b the level Weader) ac. (o -sk and off-sfie drabhage b the lewd spreader)
Maximum Fitter StriplBuffer Slope % (6% for forested, leaf liter coves, 8% for W proud cover)'
grass
Max. Discharge from a 10 Year Storm 4.6 its
Max. Discharge to Level Spreader L.8 its
Frifer S1riplbuPier Vegetation f-Q A c
(hdc Wound cow or grass, canopied best with tart titer
groundcover)
Pre treatinerd or Bypass Method &e- TO CATAzaT-
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirerrhents have been met and supporting doamhentarm is altanclhed. Ifs
mquiernerd has not been me4 attacfr an explana ion of why. At a minimum, a complete d mw alter management plan sutxtal ihdudes
a wmkshheet for each BAP, design caladations, plans and spe ons showing arlf BMPs and ouk sbnucture deiafs, a detailed
drainage plan and a My executed operation and maintenance agreement. An incomplete vArnitfal padrage will MA in a request for
additional Mkirination and will stnbstard* delay final review and approval of the project.
Aplicants Initials
Level spreaderis at least 131L per its for thidr groxhd cow or grass or 100 ft per its in canopied forest vM leaf
liter.
T Preform Soon Hiles are on fiat dopes 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 spedk-d (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent liter strip is hydraulically and sp4dy separate from the bypass
discharge.
No structures are lambed in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation rya.
_The operation and madntenance agreernert signed and nolarked by the responsible party is provided
Level spreaders in series can be used on slopes of up b 15% in forested areas with leaf ithler cover or on dopes of lip to 25% in 81eaS
with thick ground cover or grass Idesigned according b the Draft Level Spreader Design Option Doaxnent, This pownb* requires a
minor variance in protected buffer areas. M 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 rxxrtplete the foBovvitg krtorrna6on):
Project Name : SrlA#-J.S E T op j.1 T
Contact Person: 'TQAAj t? Phone Number (It f 1 7 11 -/BSS
Level Spreader ID: W G
Level spreader length 4 7 R
Drainage Area 1. ac.
Irtpherviuus Area O.2.3 ac.
Maximum Filter StripBuffer Slope %
grass
NIwL Disdtiage TMM a 10 Year Storm -3, SG ds
Max. Disdwp to Level Spreader .S cis
Filter StripIBuffer Vegetation CBAs_s
(perpendiCUIN to flow)
(ore-ft and off-site drainage loo the level spreader)
(on-M and off-ft drarralge to the level spreader)
(6% for forested, leaf Mw cover, 8% for tixck grout cover).
(thick ground cover or grass, canopied forest with kif der
gmundoover)
Pretreatment or Bypass Me#wd PP F- refA MFAJ7'
11. REQUIRED ITEMS CHECKUST
Initial in the space provided to Indicate the following design requirements have been met and supporting doarmerd*n Is ttiadted. !fa
requirement hw not been met; attach an erplendion of why. At a mWmtxn, a complete donmuatsr management plan subm U it ckmies
s worksheet for each OUP, design calaAaUons, plans and specillcalkons dwyAV all Ufs and outlet strud a detA a deWW
drainage plan and a fully executed operation and maih0enahoe agreement. An hla q:lete submittal package vA result in a mutest for
additional Information and Wil substantially delay final review and approval of I* pnhjed.
Aaalicants Initials
s'r Level spreaderls at bust 19 ft per ds for Wdr ground cover or grass or too ft percs b pno)ied forest with k of
fitter.
T Pre-Form Scour Holes are on flak slopes only
y T- No structures are located in protected buffets'
If bypass mehod specified In the Draft Level Spreader Design Option Document:
Bypass method Is spedfied (if applicable) and plat delaks and cdarlaoborts am pnovided
Discharge to level spreader and subsequent tiller strip is hydraulically and spatially sepanale from the bypass
discharge.
No structures are located in prolected buffers.
Plan details for the bypass and outlets are provided.
The operation and mob t ntance agreement includes atuuual erosion and vegetation repair.
The operation and rnalrdertance 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 Mler cover or on slopes of up to 25% In areas
with think ground cover or grass If designed according to the Draft Level Spreader Design Option Doauntent. This potentially requires a
minor variance in protected buffer areas. In any evert the se=W level spreader carrot be located In Zou>e 1 of a prowdud bolter area.
t7/2, C1 Z9t769t78:0l :WOdA 22:60 S002-9T-qnu
DWQ Project No.
DMSM OF WATER QUALITY - LEVEL SPREADER VWRKSHEET
1. PROJECT IWORMATION (please ao Wkft the Mowing irdorrndm):
Project Name : SULISE'rr Po ,-jrB
Contact Person: TO K ?; r6Et- Phone Number: ( 111) 11 t- /S x S
Level Spreader ID:. #
Level Spreader Length 1 72 It
Drainage Area 9.1 ac.
hnpenAous Area ?Z m
Mmdmum Fitter S*6ulfer Slope G %
grass
Max. Discharge from a 1 D Year Storm [2.3 cis
Max. Discharge tD Level Spreader 11.3 cis
Filter Strip/Buffer Vegetation 6 QAAX
(pcrPendiicular to flow)
04le and off-site drainage bthe level qmajo
(m-sfb and off-site drainage to the level spreader)
(6% for forested, leaf litter cover, 6% for tfriclk groin Dover)'
(thick ground cover or grass, canopied forest wb leaf W
9)
Pre4 eabnerd or Bypass Method p¢ E -T LEAT 01-AJ r
REQUIRED ITEMS CNECKUST
Imc'' d in the space provided to indicate to following design mquiements have bean met and supporting documentation is llta tW. Na
mqukwwnt has not been met; eCach an eaplanadw of wiry. At a mk*n m. a compete swromaeer nranagerowt plan suk*W includes
a worksheet for each 13W design cakulafims, plans and specifications dwWW at BAFs and oudd structure detak a detailed
drainage plan and a fully executed operation and mainterom agreerrrent. An incomplete xbnktal package wit result in a request far
additional Informaffon and will substantdy delay tint review ard approval of the project.
Aaol?igp inflate
r r Level spreader is at lent 191E per cis for thick ground cover or grass or 10013 per ds In canopied Brest vA h leaf
Icier.
TT Pre-Form Scour Holes are on flat slopes only
s No structures are located In protected buffers'
If bypass method specified in the Draft Laval Spreader Design Option Document
Bypass method Is spedfied (if applicable) and plan debt and caloulatims are provided
Discharge to level spreader and subsequent filler ship is hydrwlcaf y and spatially separate from the bypass
disdMe.
No struictures are bodied in proleded buffers.
_ Plan details torthe bypass and outlets are pm*W.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and m kdwance agreement signed and notarized by the mWnsible party is provided.
• Level spreaders in series can be used on slopes of up tD 15% in forested areas wth leaf Ituercover oron slopes ofUp to 25% In areas
with thick ground cover or grass if designed according to the Oran Level Spreader Design Option Document. This pol entiah requkes a
minor variance in protected bUtfer areas. In anry event the second level spreader carnet ire located in Zwo 1 d a protected buffet area.
bI f7 'd Z9b69b8:01 :WONA 22:60 S002-8T-9nu
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[phone] • [phone]
Web Page: www.SandEC.com
NA7-rER n
Project No. FI
9777.W1 9Ure 2 - Soil Survey Map
------ Sunset Pointe Soil & Environmental Consultants, PA
Project Mgr.: Perry Brothers Development 11010 Raven Ridge Rd.- Raleigh, NC 27614
- Jason Payne Wake County, NC [phone] • [phone]
-- -
Web Page: www.SandEC.com
Scale:
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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
March 20, 2006
S&EC Project # 9777.W 1
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the March 15th On Hold Letter
Sunset Pointe Subdivision
Holly Springs, Wake County, North Carolina
To Whom It May Concern:
On March 15, 2006, S&EC received an on hold letter from your office regarding DWQ No.
05-1528 V2. The purpose of this letter is to provide information requested at the bottom of the
correspondence. Specifically, the request asks that the applicant provide the appropriate application
fee.
The letter stated for projects impacting one or more acres of wetland or 150 or more feet of
streams, the fee is $475. Sunset Point Subdivision modification project reflects 155 linear feet of
intermittent-temporary stream impact. Therefore, I am submitting a fee of $475.
Please contact me at this office or by e-mail (jpavne(d)SandEC.com) with specific requests if
further information is required.
Sincerely,
Jason Payne
Wetland Scientist
cc: Mr. Lee Perry / Perry Development (D? IN ? ?
MAR 2 0 2006
nENR - WATER QUALITY
MVETIANDS AND STORMWATER BRANCH
O?O? W A T ?9QG
p 'C
CERTIFIED MAIL
Soil & Environmental Consultants, PA
Attn: Jason Payne
11010 Raven Ridge Road
Raleigh, NC 27614
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
March 15, 2006
Wake County
DWQ # 05-1528 V2
Subject: Sunset Point Subdivision Modification
Application Fee Payment
Dear Mr. Payne:
On March 13, 2006 the Wetlands/401 Unit of the Division of Water Quality received the permit application
(modification) for Perry Development. Your project has been place on hold for the following reasons:
1. Appropriate application fee
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a
fee for all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland
and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet
of streams, the fee is $475. Sunset Point Subdivision modification project reflects 155 linear feet of intermittent -
temporary stream impact. In order for DWQ to begin review and process your request, you must send a check in
the appropriate amount made payable to the N.C. Division of Water Quality. Please reference the above DWQ #
in all future correspondence.
If you have any questions regarding this letter please do not hesitate to call Ian McMillan or me at [phone].
Sincerely,
Cyndi Karoly
Wetlands/401 Unit
Enclosure: Check #945 for $200.00
CBK/ jd
cc: Lee Perry, Perry Development, 5600 Rock Service Station Road, Raleigh, NC 27603
File copy
One
Central Files N
r hCaro ina
05-1528 V2 Sunset Pointe SD(Wake)_hold for fee NatmrQlly
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://www.ncwaterquality.org
An Equal Opportunity/Affirmative Actlon Employer - 50% Recycled/10% Post Consumer Paper
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
I
?'ran N Invoice Type Date Reference
10492 03172006 Invoice 03/17/06 #9777.W1 Permit App.
000990
Check. Number: 990
Date: 3/17/2006 Check Amt: $475.00
Balance Discount P '.mc?uor.
$475.00 $0.00 $475.00
D 'AQ
@ v
20p6
TIf
DENRAt? ST ETER BR?H
Y
I
¦ Complete items 1, 2, and 3. Also compVete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we T the card to you.
¦ Attach this' to the back of the mailpiece,
or on the space permits.
1. Article Addressed to:
A.
X/ -- 13 Agent
? Addressee
B. R lved by (Printed Name) C. Date of Delivery
D. Is dei0fWadd[esedifferecrt 1? ? Yes
H )fES, enbef delivery address 'n ? No
r a b
Soil&Environmental ConsultantsPA?t Q
Attn: Jason Payne C
1101
0 Raven Ridge Road I
Raleigh,NC 27614 3.
DWQ4 05-1528-Wake ? R , pt for Merchandise
17-1 Insured?f Retum
I
4. Restricted Delivery? Xxha Fee) ? Yes
2. Article Number
ffiw fer from service 1C -_. 9 9 5 4 S200
70135 116 oaao i
PS Form 3811, Febru Domestic Return Receipt 102595-02-M-1540

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
NIAO-ke Perry
Peru Development
1000 Wade Avenue
Raleigh,NC 27665
DWQ# 05-1528-Wake
A.
13 Agent
? Addressee
jDj of. Delivery
B. Receivekittp „{PrintedName) fI
D. Is delivery address d1iferent from item ? ` Yes
If YES, enter delivery address below: ? No
wr
I
I
3. Service f
13 Cer<lfiedaal?Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7005 1160 0000 9954 5958
(fiarrsfer from service labeq
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ;,
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
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