20030639 Ver 1_Complete File_20050725

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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
July 25, 2005
DWQ Project # 03-0639
Wake County
Arbors Creek Association
C/o Mr. Jonathan Hopkins
6729 Falls of the Neuse Road, Suite # 200
Raleigh, NC. 27624
Subject Property: Arbor Commons Subdivision, Commons Drive, Holly Springs, NC
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Hopkins:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.048 acres of wetlands, 337 feet of streams (including 246
feet perennial) and 26,977 square feet (ft) (0.62 acre) of protected riparian buffers for the
purpose of constructing a residential subdivision at the subject property, as described within your
application materials dated May 23, 2003 and in your renewal request received July 25, 2005.
After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This letter
shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but
not limited to) Erosion and Sediment Control, Non-discharge, and other 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
Certification replaces the one issued to you on October 20, 2003.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http:1.ni2o.enr.state.w.us/newetlands
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'ir Carolina
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Arbor Commons
Page 2 of 4
July 25, 2005
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
nits Plan Location or Reference
Stream 337 (feet) (including 246
feet perennial) PCN form
404/CAMA Wetlands 0.048 acres PCN form
Buffers 26,977 (square ft.) PCN form
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. 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.
r
Arbor Commons
Page 3 of 4
July 25, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to. assure compliance for future 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/ncwetlands. The text of the
sample deed notification may be modified as appropriate to suit to this project.
7. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized
Operation and Maintenance Agreement) dated and received by DWQ on July 25, 2005,
must be implemented and the stormwater management facilities shall be constructed and
operational before any permanent building is occupied at the subject site. The structural
stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
8. Compensatory Mitigation (No Further Payment Needed)
Mitigation has been provided for the proposed impacts as specified in the table below
through payment to the Ecosystem Enhancement Program, pursuant to the Certification
issued October 20, 2003. A receipt for this payment was issued by the EEP on May 27,
2005. No further mitigation is needed for this project unless the impacts are increased.
Compensatory Credit Mitigation Required
Stream 246 (feet)
Buffers 40,497 (square feet)

Arbor Commons
Page 4 of 4
July 25, 2005
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 at 919-733-99721 or Deborah
Edwards at 919-733-9502.
AWK/cbk
Enclosures: GC 3402
Certificate of Completion
Sincerely,
1r,_4 t
Alan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Suzanne Klimek, EEP
Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC.27515
Filename: 030639Arbor(Wake)401+NBRMod

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
o -c
Arbors Creek Association
C/o Mr. Jonathan Hopkins
6729 Falls of the Neuse Road, Suite # 200
Raleigh, NC. 27624
CBK/saa
Subject Property: Arbor Commons Subdivision.
Approval of Storm water Management Plan
Dear Mr. Hopkins:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 03-0639
Wake County
On July 25, 2005 the Division of Water Quality (DWQ) received the revised storm water management plan prepared
by your engineer, Mr. Jarrod B. Edens, P.E., of Edens Engineering, P.C. to comply with the conditions of 401 Water
Quality Certification issued on October 20, 2003 and the renewed version of this Certification issued on July 25,
2005. The Plan has been reviewed and satisfies the stormwater management conditions of the 401 and Neuse River
Buffer Rules as stated. The structural stormwater practices as approved by DWQ as well as drainage patterns must
be maintained in perpetuity. 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, Neuse Buffer Rules and Non-discharge regulations.
No changes to the structural stormwater practices shall be made without written authorization from the Division of
Water Quality. Stormwater easements shall be recorded for a distance of at least 10 feet on each side of all
stormwater conveyances on all lots containing these structures including future access for maintenance. The
stormwater easements shall allow for the ability to maintain the structures, perform corrective actions as described
above and shall provide protection of the structures from potential alternations by future property owners. The
authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application
and as authorized by the Certification shall expire upon expiration of the 404 Permit.
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 Sam A. Aghimien, at 919-733-3574.
Sincerely,
;?'iKO--4
lAlan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC.27515
July 25, 2005
Filename: 03-0639 Arbor Commons Sub SWM Approval, 7-25-05
401 OversightlExpress Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetiands
No One
Carolina
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Delineations Plus
Wetland & Stream Delineation
Mapping & Consulting
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
05/25/05
Ms. Cyndi Karoly
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
Jonathan J. Hopkins
President
Phone: [phone]
Fax: [phone]
RE: Arbor Commons Subdivision, Commons Drive, Holly Springs, Wake County, NC.
UT to Middle Creek, C NSW
DWQ Project # 03-0639
Dear Ms. Karoly:
I am writing you to request a review of the modified stormwater plan that has been required for the
above mentioned project. This review is necessary since the already issued Water Quality Approval
Certification (GC3402) specifies in it's stormwater section that: "No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality." In addition,
the Town of Holly Springs has required a modified stormwater plan to detain the 100 year flood to pre-
development levels due to downstream flooding concerns. Holly Springs has also required Division of
Water Quality (DWQ) approval of this mr??ified stormwater plan.
The current modified design meets, or exceeds, the same conditions and the spirit of the original
plan. My client has done this by: expanding the dry detention basin size, adding a sediment forebay to the
dry detention basin, and by designing grassed swales adjacent to lots 1 - 5.
This design is a hybrid extended dry detention basin. The BMP checklist has been completed to
the extent that it is applicable. This hybrid design is driven by site specific constraints of area and
topography. An easement is planned around the structure and a deed notification will be placed on this
common lot property.
This current stormwater design, based on the current assumptions of impervious surface per lot,
calls for the overall impervious surface of the project to be 26.47% of total area.
I am attaching copies of Arbor Commons documentation that seem relevant to this matter.
Please advise me when your review is complete. If there is anything else you need from me, please
don't hesitate to call me. Please send correspondence to the mailing address below.
In addition, I want to inform you of the Arbor Commons mitigation payment to NC DENR
Ecosystem Enhancement Program. A trust fund was established (Paragon Bank) and a check (#1001,
5/24/0 has been issued for $88,07712 to NC Ecosystems Enhancement Program (EEP). That payment
wrnc m . ed on 5/2 /2005. When I have received a copy of the receipt from EEP, I will mail you a copy.
S ly, ? .
Jon an Hopkins, P p Fm kt;oz, Pm 0 W
Pr ident
Delineations Plus
JUN
PO Box 3097 2005
Chapel Hill, NC 27515-3097 DENR - WATER QUALITY
WETLANDS AND STORMATER BRANCH
Attachments: Operation & Maintenance Plan & Notarized Agreement
Original Approved Design
copy of GC3402
copy of Agent Authorization form
copy of original mitigation invoice
Enclosures: Stormwater plans
Stormwater calculations
BMP checklist
02 03 04:14p SPAULDING&NORRIS, PA
ATE D
Operation and Maintenance Schedule for Nutrient Removal Device
for
Arbor Commons Subdivision
ffolly Springs, North Carolina
Nutrient Removal Devices or other structures that provide diffuse flow shall he maintained every six
months. All accumulated sediment and debris shall be removed from the structure, and a level elevation
shall be maintained across the entire flow spreading structure. Any down gradient erosion must be repaired
and/or replanted as necessary.
I aclotowledge and agree by my signature below that l 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 change; to the systcni yr rc?ponsihle psrt/y/.
Print name:_?'
Citle: 1A
Address:
Pleune:-
Signature:
Bate:
p. e
7 4- % ?___
Note: The legally responsible party should not be a homeowners association wiles more than 50% ot'the
??lots have beensold sold and as resident of the subdivision has been named the president.
l' -•!=' v? ' 6 `.? ?e4L- a Notary Public for the State of /" •L. a
County of L3
., -----,do hereby certify chat 671j'L ?'.7 -; Ile
Personally appeared before rnethis_? _ day of ioa* acknowledge the due execution of the forgoing nutrient removal device mauttena{??'?'eAte>??%i
Witness my hand and official =I, ??O, OTQ R '•Fe ?i'
©Cal.- :A
r % PUBLYG
a
G=.?.L Q
My commission cxpires_ /' P •? ? _
Page I of 1
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371 4,
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NOTE
1. NUTRIENT 'REMOVAL DEVICE WILL BE PLANTED WITH APPROPRIATE NATIVE WETLAND PLANTS.
P-20'
pip i
TILLEE TOPMENT Co- INC.
SUITE 200
ARBOR COMMONS 67,19 FALLS OF THE NEUSE HD. ,SPA ULDING &
RALEIGH NC
HOLLY SPRpVG$ WAKE COUNTY, NORTH CAROLINA DATE : 09,17,03 NORRIS. PA
T ENG EM Design consultants
SCOTT MITCHELL, PE
919-854-7990 972 Trinity Road
? ?/? ( {/ 1iEpAlED 8Y Raleigh, North Carolina 27607
Phone [phone] Fax [phone]
JAMES E. TUWILL
919-854-7990
f
WAT
Q
U ?Glg
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
Coleen H. Sullins, Deputy Dlregtor
Division of Water Quality
October 20, 2003
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
DWQ Project No. 03-0639
Wake County
Page 1 of 3
Subject Property: Arbor Commons Subdivision, Commons Drive, Holly Springs, NC
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and\those listed below, to place fill within or
otherwise impact 0.048 acres of wetlands, 337 feet of streams and 26,97 square feet (ft) (0.62 acres)of protected
riparian buffers for the purpose of construct a residential subdivision at 6D subject property, as described within your
application dated May 23, 2003. After reviewing your application, we ha?.,e decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification'.Number(s) 3402 (GC3402). The
Certification (s) allows you to use Nationwide Permit(s) 39 when issued by'the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper.
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
North Carolina Division of Water Quality, WETLANDS/ 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh. NC 27699-1650 (Mailing Address)
Arbor Creek Associates
Page 2 of 3
October 20, 2003
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No Impacts Beyond the Footprint of the Impacts Depicted in the Approved PCN
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 Preconstruction Notice Application. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 160 Mail Service Center, Raleigh, NC, 27699-1650.
5. Deed Notifications
Deed notifications or similar mechanisms shall be. placed on all properties and lots with 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. You can obtain a copy of a sample deed notification
from our web site or by contacting the DWQ.
6. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 40,497 square feet as required under this Authorization
Certificate and 15A NCAC 2B .0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation requirement- In accordance
with 15A NCAC 26 .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC
2B.0233(9)(C). Until the WRP receives and clears your check (made payable to: DENR -Wetlands Restoration
Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted
at [phone] if you have any questions concerning payment into the WRP. You have one month from the date of
this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment
into the Riparian Buffer Restoration Fund to compensate for 40.497 ft2 of required riparian buffer mitigation
for impacts to 26,977 ft2 (and 270 linear feet) of protected riparian buffers; 03-04-03 river and subbasin and 27-
43-15-(1) stream index number."
7. Stream Mitigation (WRP)
You are required to mitigate for permanent impacts to the streams. The required length of stream mitigation to
compensate for impacts to the streams is 246 feet as required under GC3402 and 15A NCAC 02H .0506'`.• We
understand that you wish to make a payment into the Wetland Restoration Fund administered by the NC Wetlands
Restoration Program (WRP) to meet this mitigation requirement. This has been determined by the DWQ to be a
suitable method to meet the mitigation requirement. In accordance with 15A NCAC 02H.0506, this contribution will
satisfy our compensatory mitigation requirements under this certification. Until the WRP receives and clears your
check (made payable to: DENR -Wetlands Restoration Program Office), no impacts specified in this certification shall
occur. Mr. Ron Ferrell"should be contacted at [phone] if you have any questions concerning payment into the
WRP. You have one month from the date of this approval to make this payment. For accounting purposes, this
certification authorizes payment Into the Wetland Restoration Fund to compensate for 246 feet of required
stream mitigation for.impacts to 246 feet of perennial streams; 03-04-03 river and subbasin and 27-43-15-(1)
stream Index number.
Arbor Creek Associates
Page 3 of 3
October 20, 2003
8. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans dated September 17, 2003 must be implemented and the stormwater
management facilities shall be constructed and operational before any permanent building is occupied at the subject
site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained
in perpetuity. No charges to the structural stormwater practices shall be made without written authorization from the -
Division of Water Quality.
. Sincerely,
violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null an void unless the above conditions are made conditions- oTT e-
°FPriPra? a?a and/or coastal Area Management Act Permit. This Certification shall expire uoon exoiration 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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. 1506.
This letter completes the review of the Division of Water Quality under go,ction 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9725:
Attachments: Certificate of Completion
GC 3402
W. Klimek, .E.,
Q, Director
Cc: Roy Conoly, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office.
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 030639
Date: October 20, 2003
bz
i
O WA7'Fq Michael F. Easley, Governor
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
+ Division of Water Quality
3 "C
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 2B .0233, Arbor Creek Associates has permission as outlined below and
within the General Water Quality Certification (WQC) Number 3402 w/ additional conditions for the purpose(s) of
constructing the proposed Arbor Commons S/D. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND
AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWQ Project No.: 03-0639
Date: October 20, 2003
LOCATION: Holly Springs
COUNTY: Wake
BASIN/SUBBASIN: 03-04-03(river/subbasin); 27-43-15-(1) (stream index no.)
As required by 15A NCAC 2H.0506 and 26.0233 and the conditions of\WQC No. 3402 w/ additional conditions, you are
required to compensate. for the above impacts through the restoration, c?eation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre
increments according to 15A NCAC 213 .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian Wetland
246 feet of stream channel
40,497 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
2B .0233. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date'
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd.. Raleiah. NC 27604-2260 (Location)
, -r- --r - , u u u . -- r .
SEP-29-2004 16:00 T[LLErT DEVELOPMENT
DELINEATIONS PLUS
WOW 1)diaatios
M*ft*Can &kg
63011. Rrh" D. Sag 104
RaWgh,-K 27613
Agent A>s ftd ation Form
Name:- -A beg- CR?f.I? ksac,1 &32s _
Address: e _Ys' 1
KPU-4-10-1:k K)L Z -Ce Z?
Phone: "(6;k-o - rSiL
Jmeat m 11oit1t11
Pts w at
Phw&, (9191934-7217
Fat: (019)932--7211
Project name / deacription: I e R loo m m E?vS ' FiSS t D?1vTl?lt ?? ?t 1 S 1 o rU
Date: Ofi ?-1 , Looff
The Department of the Arn2y
US A1my Corps ofEngineems
Wilmington District
Raleigh Reguklory Fuld Office
6508 Falls of the Neuse Rd. Suite 120
Raleigh, NC 27,615
Attn: Ms. Andre n Wade
Re: Wetlands,& Stream CowWting A Permitting
Deal Ms. Wade,
1, the currant property owner, hereby designate and authorize DelineaRions Plus to act on
my behalf au my agent in the processing of penWt applications, to furlr Wi upon request
supplemental in&nnation in support of applications, etcw, from this day forward. This is the ^ `?
day of.., 204.
This notification supercedes any previous correspondeace concerning the agent for this
PmJe
A&W .res Ss jofm 4P-
PRINT Owwes nzxe
PROPER owner's sigrsetare
Cc. Mr. John Darnoy
NCDENR
Division of Water Quality
401 Wedamb Unit
2321 Crabtree Blvd, Suitt 250
Raleigh, NC 276042260
O1O-l00-V.7 L.7 rl.G
919 676 9296 P.02./06
N4.VtNK ttr V-1y (33 DgDel ]VleV 'U4 17:5y NU.04( U11Ue
.LT-"-, PAWFA
A14
NCDENK
Borth Carolina Department of Environment and Natural Resources
Michael F. Easlev, Govemor
INVOICE
November 7, 2003
Eric Tillett
Til.lett Development Company. Inc.
6729 Falls of Neuse Road, Suite 200
Raleigh, NC 27615
Re: Project: Arbor Commons Subdivision
County: Wake
DWQ#: 03-0639
COE#: 200320225
Wiliam G. Ross Jr., Secretary
You have chosen to satisfy the compensatory mitigation requirements of the Section 401/404 permit
issued. for DWQ Project Name: Arbor Commons Subdivision; DWQ# 03-0639 through payment of a fee to the
North Carolina Ecosystem. Enhancement Program. In accordance with 15A NCAC 2H.0500, your fee has been
calculated as follows (Please note: payment for wetlands is calculated in increments of 0.25 acres):
Stream
246 linear feet
Buffer.
40,497 square feet
TOTAL OF PAYMENT
X $200.00 = $49,200.00
X $ .9G = 38 77.12
$88,077.1,2
Please mail a check in the amount of $88,077.12 made payable to:
North Carolina Ecosystem Enhancement Program to the address below.
If you have any questions concerning this payment,
please contact Carol Shaw at [phone].
NCDEN IZiEcosystem. Enhancement Program
1619 Mail Service Center
Raleigh, North Carolina 27699-1619
PAYMENTS ARE NON-REFUNDABLE
PLEASE NOTE, YOU MUST RECEIVE NOTIMCATTo.-T FRo.m THE ECOSYSTEM ENHANCE1v,IENT PROGRAINI THAT
YOUR PAYMENT HAS BEEN RECEIVED PRIOR TO CONDUCITAiG TOE ACTIVITIES AUTHORIZ61) BY THE
DEPARTMENT OF ARMY PERMIT ANDIOR THE 401 WATER QUALITY CERTmcATIAN.
NO DENR Ecusysterr Enhancement Program One
1619 Mail Service Center, Raleigh, North Carolina 27699-1619 NOIt]Carofina
Phone: [phone] FAX: [phone] t Intemet: h2o.enr.state.nc.us/wrp' Ad&i4illk

Delineations Plus
Wetland & Stream Delineation
Mapping & Consulting
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
06/08/05
Jonathan J. Hopkins
President
Phone: [phone]
Fax: [phone]
Ms. Cyndi Karoly
DWQ Wetlands Unit
1@ a3
2324 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
RE: Arbor Commons Subdivision, Commons Drive, Holly Springs, Wake County, NC.
UT to Middle Creek, C NSW
DWQ Project # 03-0639
Dear Ms. Karoly:
I am finally able to enclose a copy of the receipt for Arbor Commons mitigation payment to EEP.
Although it took awhile, it is now a done deed.
At the end of the day, after the stormwater review, I would like to get a letter from your office
approving this project to continue under it's currently issued 401 Certification. Let me know if any further
documentation is required for that letter.
Thank you for your help on this matter. I know this project has a history, and is long in the tooth,
and I appreciate your patience with me as I took it over from another consultant. You have always been
courtgRs & helpful in your communication with me. I honor and appreciate that; it speaks volumes about
vo rf nrdfessionalign.in this difficult field.
Eklineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
I9/;zL2OVfA9
JUN 7 4 2005
DENR
1*7 ANpg AND 87"tVATER biv,i?W
Attachments: copy of EEP receipt for payment
arc r - v., +.+..? ..._.. -

14%0-
ler-n . M ?
Ej it
rROGRA M
REUM May 27, 2QaS
DWQ 0. 03.0639
COE #: 200320225
Elio Schakifff
4008 Ovid Law
R@16104 NC 27613
Project; Arbor Cotnntons Stttsciivision County: Wdz
The North Carolina Ecosystem 8nhanoetttent Peogtrtm (NC EM) has received a check in the amount of $88.077.12, check
number 1001, L pgmettt for the Coatyenoatory mitigation requirements of dre 401 Water Quality Certificatien/Soction 404
Petmit iswed for the rbe" reiersnoed project. This moeipt serves as notification flat the compensatory mitigation
requiresnants for this project have beets sstld' , You mW also Comply with all other conditions of this oWlficatiou and any
other state. federal or local governownt permits or authorization associated with this activity.
Ttit NC EEP, by acceptance of this paym m acknowledges that the ETC UP is responsible for the compensatory mitigation
requiremeats associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be pertbrmod In accordance with the Memorandum of Understanding between the NC Departmem of
Environs ont and Natural Resources and site US Amy Corp of Sngineers dozed November 4. 1998, as indicated in the table
below.

?o8n$ '
Unit etlst
(Acre)

sot on-N an I Coastal Marsh Stream
{Linear Feat)

Cold! Cool Warm ; Suffer
t Zone 1
(s q. Ft.l Buffer
Zone 2
(SS.. Ft)
Neese 0 0 0 0 246 0 j 33,438
1 7,059
03020201
Phase nova that a payment made to the Ecosyst m Enhancement Progarn is tI reimbursable unless a request for
reimbursement is received within 12 taouths of the date of the receipt. Any such mquaat must also be accompanied by letters
from the permitting agencies stating that the permit andlor authorization have been rescinded.
If you have any questions or need additiWAII WOMA1103, pleas contact Carol Shaw at [phone]
ttoD. Gilmore. PE
cc: Cyadi Karoly, Wadands/401 Usit
Andres Wade. USACOE - Raleish
Mo Xnlr~ DWQ Wonal Office - Raleigh
Pile
i' ... EtaGCL ... pro" Our -rht&
J?
North Carolina Ecosystem Enhancement Program, 1652 KW Sarvico Center, Raleigh, NC 27609.1652 / 816-71&0476 / www.nceep.net
Arbor Commons mitigation payment (DWQ 03-0639)
Subject: Arbor Commons mitigation payment (DWQ 03-0639)
From: "Jonathan Hopkins" <[e-mail]>
Date: Mon, 6 Jun 2005 11:03:46 -0400
To: <[e-mail]>
Ms. Karoly.
I wanted to let you know I have received a copy of the receipt for Arbor Commons payment for
mitigation to EEP. The full $88,077.12 has been paid to EEP. I will send you a copy of this receipt
ASAP.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
wetmeadow(aatt.net
919 932-7217
1 of 1 6/6/2005 11:25 AM
O
A '0 W AT ?RpG
?2 &? r-
> ID. n _?
o `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 25, 2005
Arbors Creek Association
Attn: The Director
6729 Falls of the Neuse Road, Suite # 200
Raleigh, NC. 27624
Subject Property: Arbor Commons Subdivision.
Approval of Storm water Management Plan
Dear Sir:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 03-0639
Wake County
On July 25, 2005 the Division of Water Quality (DWQ) received the revised storm water management plan prepared
by your engineer, Mr. Jarrod B. Edens, P.E., of Edens Engineering, P.C. to comply with the conditions of 401 Water
Quality Certification issued on October 20, 2003.
The Plan has been reviewed and satisfies the storm water management conditions of the 401 and Neuse River Buffer
Rules as stated. The structural storm water practices as approved by DWQ as well as drainage patters must be
maintained in perpetuity. 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,
Neuse Buffer Rules and Non-discharge regulations.
No changes to the structural storm water practices shall be made without written authorization from the Division of
Water Quality. Storm water easements shall be recorded for a distance of at least 10 feet on each side of all storm
water conveyances on all lots containing these structures including future access for maintenance. The storm water
easements shall allow for the ability to maintain the structures, perform corrective actions as described above and
shall provide protection of the structures from potential alternations by future property owners. The authorization to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as
authorized by the Certification shall expire upon expiration of the 404 Permit.
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 Sam A. Aghimien, at 919-733-3574.
Sincerely,
Alan W. Klimek, P.E.
CBKJsaa
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jonathan Hopkins, Delineations Plus, P.O. Box 3097, Chapel Hill, NC.27515
Filename: 03-0639 Arbor Commons Sub SWM Approval, 7-25-05
4010versight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Natura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Photos of Arbor Commons:
1) View of site & sign: Hazelmere Dr. & Commons Dr.
2) View North along the Western property line from end of paved road
%1-3) View East down Hazelmere with Commons Dr. sign shown
4) View North down Western property line;
5) View Northeast down dirt access;
6) View East from access road down Arbor Commons South property line (back side of Hazelmere);
7) View Northeast further down access road past Southern property line;
8) View further down road looking East;
9) View Northeast from end of dirt road;
10) View North, deeper on property (1St location);
11) View East, deeper on property (1St location);
12) View Northwest, deeper on property (2"a location);
13) View North, deeper on property (2"a location)
14) View Northeast, deeper on property (2' location), zoom;
15) View West, back up the hill;
16) View Southwest, on the way back off the property;
s,17) View South from the edge of the property toward Commons Dr.
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Arbor Commons Subdivision
BMP Operation & Maintenance Agreement
Sunset Lake Road
Town of Holly Springs, NC
EE Project #0405
July 25, 2005
??????N?CARO
?` Qd' FESS?O?;y ?i
?saQ°
3
lcz?
Prepared By: Jarrod B. Edens, P.E.
Edens Engineering, P.C.
6521 Creedmoor Road - Suite 204
Raleigh, NC 27613
Ph [phone]
[e-mail]

B. Erosion
• After every significant runoff producing rainfall event and at least monthly, inspect the pond
' for sediment accumulation, erosion, trash accumulation, vegetated cover, and general
condition.
' • Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover,
mow vegetative cover to maintain a maximum height of six inches, and remove trash as
needed.
' • Check and clear the orifice of any obstructions.
t • Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.)
quarterly to maintain proper functioning.
' • Remove accumulated sediment from the detention pond semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an
' appropriate manner and shall be handled in a manner that will not adversely impact water
quality (i.e. stockpiling near a wetland or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give
an accurate depth reading and not readily penetrate into accumulated sediments.
When the sediment depth reaches elevation 370.00 in the forebay or main pond, the sediment
shall be removed. i
C. Outlet Structure
At a minimum, the structural elements of the underground stormwater culverts should be
thoroughly inspected once a year. Several of the structural elements may need more frequent
inspections. The inspections should include the following-
• The inside of the structure should be inspected for cracks, spalling, joint failure or leaks a
minimum of once per year. If signs of cracks, leaks, misalignment, sagging or settlement of
the structure or storm sewers are observed, a Civil Engineer or Geotechnical Engineer should
' be retained to determine the probable cause and recommended remediation.
• The orifice should be inspected and storm sewers should be inspected for debris or sediment
' accumulation after every major storm event. Any sediment or debris removal should be
removed to prevent blockage. Sediment shall not be flushed into storm system and shall be
collected and removed from the site.
'
• The outlet pipe should be visually inspected for sagging and alignment a minimum of once
per year.
D. General
' • If the basin must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
• All components of the pond shall be maintained in good working order.
• Level spreaders or other structures that provide diffuse flow shall be maintained every six
months. All accumulated sediment and debris shall be removed from the structure, and a
level elevation shall be maintained across the entire flow spreading structure. Any down
' gradient erosion must be repaired and/or replanted as necessary.
' GRASS SWALE
1. Introduction
' The grass swale functions as a water quality device by filtering stormwater around lots 1-5. The
Swale has been designed per NCDENR standards and specifications.
' H. Maintenance
' • At least once annually, remove excess sediment, especially from the upstream edge, to
maintain original contours and grading.
• At least once annually, repair any erosion and regrade the swale to ensure that the runt-ff
' flows evenly in a thin sheet through the swale.
• At least once annually, inspect vegetation and revegetate the swale to maintain dense
growth of vegetation.
' 9 Mow swale at least twice annually to a maximum height of six inches.

ACKNOWLEDGEMENT
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 NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Print 7e: -r 1 1_`
Title-
Addre s: r? ?X-
Phon 1
Signature: ,
Date
' Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of C--
Coil ounty of _ OrNt-7- do hereby certify ?--K- that ,C?, c- (,-
'
personally 1 appeared before me this o? day of 2v5-? , and acknowledge the due
execution of the forgoing dry detention pond maintenance requirements. Witness my hand and official seal,
.%
AI i • =
"PAY ;
zt gyp •v=
•' J
-,,tigR ...... rO %

SEAL
l3 - 0 ?
My commission expires X
Arbor Commons 404
R
Subject: Fw: Arbor Commons 404
From: "Jonathan Hopkins" <[e-mail]>
Date: Wed, 20 Jul 2005 16:00:11 -0400
To: <[e-mail]>
Dear Sam,
This is the latest I have from the Corps. I believe the reverification will go through (see below).
I am still trying to get all other documents you need by Friday. I will deliver them to you, and will
call you before I come.
Thank you for your help on this matter.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow(a,att.net
919 932-7217
----- Original Message -----
From: Wade, Andrea R SAW
To: Jonathan Hopkins
Sent: Wednesday, July 20, 2005 10:19 AM
Subject: RE: Arbor Commons 404
Jonathan,
It looks like Spaulding and Norris sent a letter requesting an extension so it will be granted. Our server is
down right now so there may be a delay in written confirmation but I will take care of it.
Did you get my message about the NW 18 for the Breezeway project?
Andrea
-----Original Message-----
From: Jonathan Hopkins [mailto:[e-mail]]
Sent: Monday, July 18, 2005 8:24 AM
To: Wade, Andrea R SAW
Subject: Arbor Commons 404
Andrea,
I will need to talk to you this week about the Arbor Commons 404 permit. It's expiration date is
July 25, 2005. I would like to have the Corps reverify this permit. I can write a formal request but
I am not sure what details you want covered.
The project was delayed due to: negotiations leading to the establishment of a trust fund to pay
the mitigation, and at least two additional town reviews, including the last requirement to redo the
stormwater management system.
Nothing has been built on the subject site, so no impacts have occuried. Also the mitigation has
been paid (receipt 05/27/05).
What else would you need to know to start the reverification process?
f2 7/21/2005 8:32 AM
,. Arbor Uommow 4U4
My goal here is to keep this permit from lapsing. Can you let me know your position as soon as
possible?
Thank you.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow(a,att.net
919 932-7217
of 2 7/21/2005 8:32 AM
Arbor Commons 404
Subject: Fw: Arbor Commons 404
From: "Jonathan Hopkins" <[e-mail]>
Date: Wed, 20 Jul 2005 16:00:11 -0400
To: <[e-mail]>
Dear Sam,
This is the latest I have from the Corps. I believe the reverification will go through (see below).
I am still trying to get all other documents you need by Friday. I will deliver them to you, and will
call you before I come.
Thank you for your help on this matter.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow(a-,att.net
919 932-7217
----- Original Message -----
From: Wade, Andrea R SAW
To: Jonathan Hopkins
Sent: Wednesday, July 20, 2005 10:19 AM
Subject: RE: Arbor Commons 404
Jonathan,
It looks like Spaulding and Norris sent a letter requesting an extension so it will be granted. Our server is
down right now so there may be a delay in written confirmation but I will take care of it.
Did you get my message about the NW 18 for the Breezeway project?
Andrea
-----Original Message-----
From: Jonathan Hopkins [mailto:[e-mail]]
Sent: Monday, July 18, 2005 8:24 AM
To: Wade, Andrea R SAW
Subject: Arbor Commons 404
Andrea,
I will need to talk to you this week about the Arbor Commons 404 permit. It's expiration date is
July 25, 2005. I would like to have the Corps reverify this permit. I can write a formal request but
I am not sure what details you want covered.
The project was delayed due to: negotiations leading to the establishment of a trust fund to pay
the mitigation, and at least two additional town reviews, including the last requirement to redo the
stormwater management system.
Nothing has been built on the subject site, so no impacts have occuried. Also the mitigation has
been paid (receipt 05/27/05).
What else would you need to know to start the reverification process?
)f 2 7/21/2005 8:33 AM
Arbor Commons 404
*._ _ ?
My goal here is to keep this permit from lapsing. Can you let me know your position as soon as
possible?
Thank you.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow(a-),att.net
919 932-7217
of 2 7/21/2005 8:33 AM
I -?
Delineations Plus
Weiland & Stream Delineation Jonathan J. Hopkins, WP
Mapping & consulting President
6308 3. Richard Dr. Suite 104 Phone: [phone]
Raleigh, NC 27613 Fax: [phone]
FAX COMMUNICATION
TO: Sam
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
FROM:
NUMBER OF PAGES:
DATE:
FAX:
PHONE:
Mr. Jonathan Hopkins
4 (including face page)
July 15, 2005
[phone]
[phone]
Dear Sam:
Here is the diagram you requested with the original cover letter from the original consultant. As
far as I can tell that was the last communication between that consultant & DWQ, before the Certification
was issued. Let me know if you have any further questions.
Sincerely,
Jonathan Hopkins, MVP
President
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
[e-mail]
JUL-15-2005 FRI 09:48 TEL:[phone] NAME:DWQ-WETLANDS
P. 1
SPAULDING & NORRIS, PA
Planning *Civil Engineering + Environmental
September 18, 2003
Mr. Todd St. John
NC Division of Water- Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
Ff6k C iro
Re: Additional Information Request for Arbor Commons Subdivision
Holly Sprite, Wake County
USACE # 200320225
NCDWQ # 03-0639
Dear Mr. St. John,
*7AS/401
ft,
.SFp 1 9 2003
yXtU
Spaulding & Norris, PA, recently received a letter from your office dated September 8, 2003
requesting changes to the additional information submitted to your office on August 29, 2003
with regards to the "Nutrient Removal Device" for Arbor Commons Subdivision in Holly Springs
(Wake County). Please fmd attached an updated detail fors its nutrient removal device and a
_signed Operation and Maintenance Agreement.
0 The design of the device has been updated per your request. Pik updated design will provide the
necessary A nwater treatment by acting as a wetland as opposed to the previously submitted
earthen level spreader. This device will likely convert into an ephemeral wetland and will also
provide some degree of flow diffusion through stream buffers. Additionally, this device will be
planted with the appropriate native wetland plants.
As stated in our previous correspondence, the Owner agrees to provide an easement around the
structure and to place a deed notification on the tot containing the structure. Additionally, the
existing Arbor Creek Homeowner's Association, or its successor, will maintain the structure in
perpetuity. We agreed that these measures will assure that this structure remains functional in the
future.
Thank you in advance for reviewing this additional information. Do not hesitate to contact me if
you have questions, comments or concerns about this additional
information.
Sincerely,
Scott Mitche
Environmental Engineer, PE LSS
Cc: Mr. Roy Conoly, Spaulding & Norris, PA
Mont-: [phone] * Fax_ [phone] * 972 Trinity Road + Raleigh. North Carolina 27607
a,
JUL-15-2005 FRI 09:49 TEL:919733ee93 NAME:DWQ-WETLANDS P. 2
1,
1.
}
f
7
l- -.
3
7j
" 371?? M w
372
NOTE
f. NUTRIENT REMOVAL DEVICE WILL BE PLANTED WITH APPROPRIATE NATIVE WETLAND PLANTS.
10-20'
a
gmw4wj r CO_ rnc.
ARBOR COMMONS :SPA UI,DING &
mmr SPAM%4 W.*,W 0„n mww CARa" ANN : 091WO3 ? NOR RIS, PA
FOMW 091"t I f4n Consultants
9s? ? X72 T ' Rood
MITf8NT AEWVAL DEME „?,,,? or ft a 27807
JAMES E. nMYFPI Ahonl (919 W4-MO rm Fmr (9f9) 854-7925 -I I
919-851-7=
JUL-15-2005 FRI 09:50 TEL:[phone] NAME:DWQ-WETLANDS P. 3
02 03 04.14p SPRULDING&NORRIS, PH tv1.:$?pOlt-I c?
r p ??
SEP 15 2p0?
Operation and Maintenance Schedule for Nutrient Removal Device
For
Arbor Commons Subdivision
Nouy Springs. North Carolina
NUtrienl Removal Devices or other structures that provide diffuse flow shall he maintained every six
months. All accumulated sediment and debris shall be removed from the structure, and a level elevation
shall be maintained across the entire flow spreading Oucture. Any down gradient erosion must be repaired
a»dhx replanted as necessary.
P. C
I acimowledgc and agree by my signature below that t am responsible for the paformanee of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or pr;or to
-my changes to the sys t, or rt- possible Party.
Print name:' 4?! C a? i'? £1
-14
Addrevs: ---6 6.
Signature: j• ?} ; l •?
Note: The legally responsible parry Amild not be i homoownem association ussims more than Stl% ot'the
Iota have be,-'n sold and as resident of the subdivision has been named the president 1, -• (?r V ate' "7' • /7 G f,4-L- a NaW y Public for the State of /" • C.
County of , do hereby certify dirt aP G 1r, J
perbanally appeared before me this day of? , •????? -
acknowfedge the due execution of the forgoing nutrient removal device mainten ?y
F6??
Witness my hand and official seal, Aft),
*• ?s o CO•-
• '°UBL%
?••
?? CO ORAL

My cOntt lksion expire.;-
5•p-°? -
fags I of I
JUL-15-2005 FRI 09:51 TEL:[phone] NAME:DWQ-WETLANDS P. 4

Delineations Plus
W&O=d & Stream IMUmA4on
Mapping & Coww6mg,
6308 J_ Richard Dr- Suite W4
Raleigb, NC 27613
FAX COMMUNICATION
TO: Sam
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
FROM- Mr. Jonathan Hopkins
NUMBER OF PAGES: 3 (including face page)
DATE: July 15, 2005
FAX: [phone]
PHONE; [phone]
Jonailun J. now=, WP
President
Phone! [phone]
Fax: [phone]
Dear Sam:
Here is the 404 permit for Arbor Commons. Let me know if you have any further questions.
PP
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932=7217
[e-mail]
JU'_-15-E-e'05 FRI 10:49 TEL: 91T'13[S°3 NAMF*! WQ-!'ETL;?NDS

P. '
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320225 County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Authorized
Owner Arbor Czeek Association A ent Spaulding & Norris PA
Attn: Roy Conoly
Address 672 Falls of the N,-use Rd Ste 200 Address 972 Trini Road
Raleigh, NC 27624 Raleigh NC 27607
Telephone Number 919-676-1857 Telephone Number 919-854-7990
Size and Location of Pronerty wate bod Hi w namelnumber, town etc.: The property is
located on the south side of Sunset Lake Road, east of its intersection with Sunset Lake Road (SR 1301),
north of Holly Springs in Wake County, North Carolina.
Description of. Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts, and the placement of fill associated with the construction of Arbor Commons subdivision.
Temporary impacts to waters authorized by this permit include .015 acre of wetland and 91 linear feet of
stream channel. Permanent impacts authorized by this permit include .033 acre of wetland and 246 linear
feet of stream channel for one road crossing. See Special Conditions for mitigation requirements.
Applicable Law: _ X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
39 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the nermittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Andrea Wade at telephone number (9191 876 - 8441 extension 31.
Regulatory Project Manager Signature
Date Jul 25 2003 Expiration Date July 25, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEA'ITON FORM, ETC., MUST BE ATTACHED
TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CI': NCWRP, Attn: Ronald Ferrell, 1619 Mail Service Center, Raleigh, NC 27699-1619
JUL-15-2005 FRI 10:49 TEL:[phone] NAME:DWQ-WETLANDS P. 2

Action ID: 200320225 County: WAre
SPECIAL PERMIT CONDITION
Requiring on-site demarcation of wetland boundary:
Fenced boundaries
Pere-ittee shall locate all wetland boundaries and identify them on site with the installation of temporary
fencing (e.g., orange webbed tree-protection fencing). Markings on the boundary fencing (or attached
flags) shall identify the demarcated area as a wetland. Demarcation of wetland areas shall be
accomplished prior to initiation of any impacts to jurisdictional areas (fill, mechanized landclearing,
culvert installation, etc.) authorized by this permit. The fencing shall remain in place throughout the
duration of all construction activities associated with the project. The Corps of Engineers regulatory
project manager shall be contacted at least two weeks prior to removal of wetland boundary fencing.
Requiring payment into the North Carolina Wetland Restoration: Program:
You shall mitigate for 246 linear feet of unavoidable impacts to a stream channel associated with this
project by payment to the North Carolina Wetlands Restoration Program (NCWRP) in the amount
necessary to perform restoration to 246 linear feet of stream channel in the upper Neuse River Basin
(Cataloging Unit 03020201). Construction within jurisdictional areas on the property shall begin only
after the permittee has made full payment with certified check to the NCWRP, and the NCWRP has made
written confirmation to the District Engineer, that it agrees to accept responsibility for the mitigation work
required, pursuant to Paragraph IV-D. of the Memorandum of Understanding between the North Carolina
Department of Environment and Natural Resources and the U.S. Army Corps of Engineers, Wilmington
District, dated November 4, 1998.
Regional Conditions
Utility Line Installations
The areas of waters of the United States that are disturbed will be limited to the minimum necessary to
install the utility line. The construction corridor authorized by this permit will not exceed forty (40) feet
in width in the wetland areas.
Upon completion of the work, only a twenty (20) foot wide maintenance corridor or less is allowed by
this permit within the wetland areas.
Permittee shall seed wetland areas with wetland seed mixture only. Fescue grass will not be utilized
in the wetland areas.
JUL-15-2005 FRI 10:50 TEL:[phone] NAME:DWQ-WETLANDS P. 3
Arbor Commons Subdivision
Storm Pipe, Gutter Spread
& Detention Pond Calculations
Sunset Lake Road
Molly Springs, NC
FE Project #0405
February 14, 2005
gcwst? 4-25-oS
,011111111.,1
CAROB
Q` ES SIN D;?pF
Y i -
- s =
Prepared By: Jarrod B. Edens, P.E.
Edens Engineering, P.C.
6521 Creedmoor Road - Suite 204
Raleigh, NC 27613
[phone]
[e-mail]
Q? n3 (?-??od?a
?uN a 2on5
T ukt?k5?d 'ER WE LoDs AND
Hydraflow Plan View

EX CB.
EX CBS '
MH 10A. '
CB 7
®CB8
A
C J%, ,
S'1??"?
CB 3®
CB 2®
YI 6
CB"!P -CE 4 '
* Outfall
• Outfall
Project file: AF@QPCOMMONS 11-15-04.STM No. Lines: 11 111-13-2004
Hydraflow Storm Sewers 2003
Storm Sewer Tabulation
Page .,1
Station Len Dmg Area Rnoff
ff Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID
coe (I) flow full
Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
Line
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfa) (ft/9) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 End 27.0 0.02 1.87 0.95 0.02 1.41 5.0 7.7 6.5 9.20 7.83 5.82 18 0.56 371.40 371.25 372.76 372.43 377.77 0.00 FES 1 - CB 2
2 1 29.0 0.04 0.04 0.95 0.04 0.04 5.0 5.0 X7.2 0.28 9.29 0.22 15 2.07 372.10 371.50 373.46 373.46 377.58 377.77 CB 2 - CB 3
3 1 54.0 0.10 1.81 0.95 0.10 1.35 5.0 7.6 6.6 8.88 16.42 5.60 18 2.44 372.82 371.50 373.96 373.46 378.89 377.77 CB 2 - CB 4
4 3 26.0 0.69 1.71 0.95 0.66 1.26 5.0 7.5 6.6 8.28 10.50 4.69 1e 1.00 373.18 372 92 375.01 374.85 378.89 378.89 CB 4 - CB 5
5 4 23.0 0.75 0.75 0.50 0.38 0.38 5.0 5.0 7.2 2.71 6.32 2.21 15 0.96 373.50 373.28 375.48 375.44 376.00 378.89 CB 5 - YI 6
6 4 142.0 0.12 0.27 0.95 0.11 0.23 55.0 5.7 7.0 1.60 14.62 2.37 15 5.13 380.56 373.28 381.07 375.44 385.80 378.89 CB 5 - CB 7
7 6 27.0 0.15 0.15 0.75 0.11 0.11 5.0 5.0 7.2 0.81 16.86 2.04 15 6.81 382.50 380.66 382.86 381.29 385.80 385.80 CB 7 - CB 8
8 End 143.0 0.01 0.52 0.95 0.01 0.2?
5.0
54.0
2.6
0.71
12.86
2.64
15
3.97
376.67
371.00
377.01
371.34
383.00
371.00
FES 9 - MH 10
9 8 173.0 0.30 0.51 0.50 0.15 0.26 5.0 52.0 2.7 0.70 12.68 3.29 15 3.86 383.44 376.77 383.77 377.02 392.43 383.00 MH 10 - EX CB
10 9 22.0 0.20 0.21 0.50 0.10 0.11 5.0 51.4 2.7 0.30 11.76 2.85 15 3.32 384.52 383.79 384.74 383.94 392.43 392.43 EX CB - EX CB
11 10 156.0 0.01 0.01 0.95 0.01 0.01 5.0 5.0 7.2 0.07 9.07 0.94 15 1.97 387.70 384.62 387.81 384.84 396.70 392.43 EX CB - EX MH
Project File: ARBOR COMMONS 11-15-04.STM Number of lines: 11 Run Date: 11-13-2004
NOTES: Intensity = 88.24 / (Inlet time + 15.50) A 0.83; Return period = 10 Yrs.
Hydraflow Storm Sewers 2003
Storm Sewer Profile
Prni fila• ARRr1R r..r1MAAOM4.Q 11_1';-OA CTRA
I\.o
Hydraflow Storm Sewers 2003
Storm Sewer Profile
Prni filP• ARBOR COMMC)NS 11_1.1;_(1d RTM
Elev. (ft)
399.00
393.00
387.00
381.00
C

375.00
369.00 -'-
0
25 50 75 100 125 150 175
Reach (ft)
Hydraflow Storm Sewers 2003
Storm Sewer Profile
Proj. file: ARBOR COMMONS 11-15-04.STM
Elev. (ft)
414.OC
404.00
394.00
384.00
374.00
?s1
364.00
0
50 100 150 200 250 300 350 400 450 500
Reach (ft)
Hydraflow Storm Sewers 2003
?1u?1?i??SI?N
d 045'
.0?

EX
. I RIM?394?
INV IN?384.82?
I INV OUT.384.52'
I
INV IN.3Q3.7Q' \ \
INV OUT-mi'44'

C

O ff` _ _ CWNNEL - \
E OCTAI TL Y IS UNED SHEET CHANNEL
- ; -- SEE ORS THIS SHER
\ •
\ \' LOT 4
. I
MINIMUM FFE - 381.00 I
MINIMUM FFE 30 LT 5
';'1 \\\1 \.. \ ~' / MINIMUM FFE _ 380.00
PEASE NTT /
1. ,? t!
RNAE E DRNwAFE
_ ER WH TO
EX Ca , ee
E% RM_391.e2
fff ADJUST R1M TO 392.43 /I \
INV IN.364.62'
384.52, z
RC
Eft C6.
E% RDA-396.52
ADJUST RIM TO 392.43 /
INV IN-363.79'
-_ / INV OUT.383.44'
O /JJ

?? I
Channel Design Arbor Commons Subdivision
1) Determine Q:
Area (ac.)= 0.62 C = 0.5
1 = 7.22
Q = 2.24
2) Determine slope and select channel lining and geometry
L= 440
S (ft/ft)= 0.03 h= 14
Use Trapezoidal Channel
3) Determiae the Permissible Velocity
VP. 5.0
4) Estimate channel Size
Q/V =A= 0.45 (Use 1 lt)
5) Channel Geumetry Trapezoidal
A=bd+Zd2 T=b+2dZ
A=1
Z=3 d= 0.44
h= 1 R= 0.59
6) Determine Permissible Velocity
R = bd + Zd2/(b+2d(Z2+1)o.s)
VP = 5.0
VR = 2.95
n = 0.05 3
B=1'
Ve = 1.49/n " R"' ; S"`
V,= 3.74 V8<Vp<2.0fps
Q=VA Q,=2.32 Q,>Q
The design is good, no temporary liner is required.
Channel Capacity Calculation
EE 0405 - Arbor Commons Subdivision
Channel Along Lots 2-5
Holly Springs, NC
Channel Dimensions:
1
height = 1.00 ft
3 :1 3 :1
width = 1 It
Channel Data:
Channel Desian Calculations:
drainage area= 0.62 acres
rainfall intensity, 1= 9.67 in/hr
runoff coefficient, c= 0.5
friction factor, n= 0.03
channel slope = 0.03 Wit

Channel Area= 4.00 fe
Wetted Perimeter (@ Q„u)= 7.32 ft
V., in Channel= 5 75 f fsec (Assuming full-depth flow) --
Qjo (post development): 3.00 cis
Maximum Flow in Channel: 22.99 cis Q100: 127.91
• CHANNEL IS ADEQUATE
Fn=,?rs eKi,,c?l 2 YT- 116 Ckc c.x.??-r??
vlclc;
WWLU
Ut to W
s=?
CA fA c1)
C?nC--
LnID Co
+- Cat
CV
CV N Cif.
Cat Cad C,
AN6 ANALri f?s epFoL-r A7!3A-rcee r ta-n .
0.3 ?b
290
100 ? -
As.sjA-e {Z,c. 5 M n.?
r n rj,.
Z ire Z ?
? /. ?D ? ?^? J ft1L
,fir r /0 4? S pia,.. ?.-l RPM, n•Yd ?r ?.0 7C
Inlet Report I q&L Page 1 .
Line Inlet ID Q = Q Q Q Junc Curb Inlet Grate Inlet Gutter Inlet Byp
No CIA carry rapt byp type

Ht
I L
area
L W
So
W
SW
Sx
n
depth
spread
depth
spread
Dep line
No
(cfs) (cfs) (cfs) (cfs) (in) (tt) 1 (son) (ft) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft) (ft) (ft) (in)

1
CB 2
0.11
0.00
0.11
0.00
Comb
0.0
2.50
0.00
2.50 ,
2.00
0.010
2.00
0.100
0.020
0.013
0.11
1.10
0.11
1.07
0.00
Off
2 CB 3 0.22 0.66 0.86 0.02 Comb 6.0 2.50 0.00 2.50 2.00 0.010 2.00 0.100 0.020 0.013 0.24 4.00 0.23 3.55 0.00 Off
3 CB 4 0.54 0.00 0.54 0.00 Comb 6.0 2.50 0.00 2.50 2.00 0.040 2.00 0.100 0.020 0.013 0.15 1.50 0.15 1.50 0.00 1
4 CB 5 3.73 0.00 3.07 0.66 Comb 6.0 2.50 0.00 2.50 2.00 0.040 2.00 0.10 0.020 0.013 0.30 7.00 0.29 6.55 0.00 2
5 Yl6 2.13 0.00 0.00 2.13 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off
6 CB 7 0.65 0.00 0.65 0.00 Comb 6.0 2.50 0.00 2.50 2.00 0.058 2.00 0.100 0.020 0.013 0.15 1.50 0.15 1.50 0.00 4
7 CB 8 0.64 0.00 0.64 0.00 Comb 6.0 2.50 0.00 2.50 2.00 0.058 2.00 0.100 0.020 0.013 0.15 1.50 0.15 1.49 0.00 3
8 MH 10 0.05 0.00 0.00 0.05 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off
9 EX CB 0.85 0.00 0.85 0.00 Comb 6.0 2.50 0.00 2.50 2.00 0.058 2.00 0.100 0.030 0.013 0.17 1.70 0.17 1.66 0.00 7
10 EX CB 0.57 0.00 0.57 0.00 Comb 6.0 2.50 0.00 2.50 2.00 0.058 2.00 0.100 0.030 0.013 0.15 1.50 0.14 1.43 0.00 6
11 EX MH 0.05 0.00 0.00 0.05 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off
Project File: ARBOR COMMONS 11-15-04.STM 1-D-F File: sampleFHA.IDF Number of lines: 11 Run Date: 11-13-2004
NOTES: Inlet N-Values = 0.016; Intensity = 69.87 / (Inlet time + 13.10) A 0.87; Return period = 2 Yrs. Indicates Known Q added
Hydraflow Storm Sewers 2003
Inlet Section (Line 1 - Combination Inlet)
0.11 (ft)
Project file: ARBOR COMMONS 11-15-04.STM
Inlet Section
CB 2
Inlet plows
Q Catchment = 0.11 (cf.,)
Q Carryover= 0.00
Q Total = 0.11
Q Captured = 0.11
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.01 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.020 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 1.07 (ft)
11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 2 - Combination Inlet)
Inlet Flows Gutter
Q Catchment = 0.22 (cfs) Gutter Width = 2.00 (ft)
Q Carryover = 0.66 Gutter Slope = 0.01 (ft/ft)
Q Total = 0.87 Cross Slope, Sw = 0.100 (ft/ft)
Q Captursd = 0.86 Cross Slope, Sx = 0.020 (ft/ft)
Q Bypassed = 0.02 Loc. Depression = 0.00 (in)

I Spread width, T = 3.55 (ft)
I

0.23 (ft)
i
i

2.0 (ft) i I
_ 1.55 ft
Sw Sx
Inlet Section

- CB 3
roject file: ARBOR COMMONS 11 15-04.STM 11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 3 - Combination Inlet)
0.15 (ft)
I
Inlet Section
094
Inlet Flows
Q Catchment = 0.54 (cfs)
Q Carryover = 0.00
Q Total = 0.54
Q Captured = 0.54
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.04 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.020 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 1.50 (ft)
Project file: ARBOR COMMONS 11-15-04.STM 11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 4 - Combination Inlet)
7-
0.29 0.29 (ft)
Ali- -
Project file: ARBOR COMMONS 11-15-04.STM
Inlet Section
CB 5
Inlet Flows
Q Catchment = 3.73 (ds)
Q Carryover = 0.00
Q Total = 3.73
Q Captured = 3.07
Q Bypassed = 0.66
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.04 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.020 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 6.55 (ft)
11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 6 - Combination Inlet)
0.15 (ft)

Inlet Section
CB 7
Project file: ARBOR COMMONS 11-15-04.STK4
Inlet Flows
Q Catchment = 0.65 (ds)
Q Carryover = 0.00
Q Total = 0.65
Q Captured = 0.65
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.06 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.020 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 1.50 (ft)
11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 7 - Combination Inlet)
0.15 (ft)
A_

Inlet Section
CB 8
Inlet Flows
Q Catchment = 0.64 (cfs)
Q Carryover = 0.00
Q Total = 0.64
Q Captured = 0.64
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.06 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.020 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 1.49 (ft)
Project file: ARBOR COMMONS 11-15-04.STP1 11-14-2004
Hydraflow Storm Sewers 2003
Inlet Section (Line 9 - Combination Inlet)
•
0.17 (ft)

Inlet Section
EX CB
Inlet Flows
Q Catchment = 0.85 (ds)
Q Carryover = 0.00
Q TMI = 0.85
Q Captured = 0.85
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.06 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.030 (ft/ft)
Lac. Depression = 0.00 (in)
Spread width, T = 1.66 (ft)
Project file: ARBOR COMMONS 11-15-04.STM 1 11-14-2004 1
Hydraflow Storm Sewers 2003
Inlet Section (Line 10 - Combination Inlet)
Inlet Flows
Q Catchment = 0.57 (cfs)
Q Carryover = 0.00
Q Total = 0.57
Q Captured = 0.57
Q Bypassed = 0.00
Gutter
Gutter Width = 2.00 (ft)
Gutter Slope = 0.06 (ft/ft)
Cross Slope, Sw = 0.100 (ft/ft)
Cross Slope, Sx = 0.030 (ft/ft)
Loc. Depression = 0.00 (in)
Spread width, T = 1.43 (ft)
Hydraflow Storm Sewers 2003
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Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Pre-Development
Hydrograph type = SCS Runoff
Storm frequency = 100 yrs
Drainage area = 3.740 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 7.95 in
Storm duration = 24 hrs
Sunday, Feb 6 2005, 3:47 PM
Peak discharge = 21.06 cfs
Time interval = 3 min
Curve number = 64
Hydraulic length = Oft
Time of conc. (Tc) = 5.00 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 47,619 cult
c (cfs)
24.00
Pre-Development
Hyd. No. 1 - 100 Yr
20.00
16.00
12.00
8.00
4.00
0.00
0 3 5 8 10 13 15
Hyd No. 1
Q (cfs)
24.00
20.00
16.00
12.00
8.00
4.00
0.00
18 20 23 25
Time (hrs)
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 2
Post-Development to Pond
Hydrograph type = SCS Runoff
Storm frequency = 100 yrs
Drainage area = 2.960 ac
Basin Slope = 0.0%
Tc method = USER
Total precip. = 7.95 in
Storm duration = 24 hrs
Saturday, Feb 12 2005, 2:50 PM
Peak discharge = 2.1.16 cfs
Time interval = 3 min
Curve number = 73
Hydraulic length = Oft
Time of conc. (Tc) = 5.00 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 48,006 cuff
Post-Development to Pond
Q (cfs) Hyd. No. 2 -100 Yr
24.00
20.00
16.00
12.00
8.00
4.00
0 00

Q (cfs)
24.00
20.00
16.00
12.00
8.00
4.00
0.00
0 3 5 8 10 13 15 18 20 23 25
Time (hrs)
Hyd No. 2
Li.orirnnrnnh Pint
Hydraflow Hydrographs by Intelisolve Saturday, Feb 12 2005, 2:51 PM
Hyd. No. 3
Post-Development not to Pond
Hydrograph type = SCS Runoff Peak discharge = 5.58 cfs
Storm frequency = 100 yrs Time interval = 3 min
Drainage area = 0.780 ac Curve number = 73
Basin Slope = 0.0% Hydraulic length = Oft
Tc method = USER Time of conc. (Tc) = 5.00 min
Total precip. = 7.95 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume =12,650 cult
Q (cfs)
6.00
5.00
4.00
3.00
2.00
1.00
0 00
Post-Development not to Pond
Hyd. No. 3 -100 Yr

Q (cfs)
6.00
5.00
4.00
3.00
2.00
1.00
0.00
0 3 5 8 10 13 15 18 20 23 25
Time (hrs)
Hyd No. 3
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 4
<no description>
Hydrograph type = Reservoir
Storm frequency = 100 yrs
Inflow hyd. No. = 2
Reservoir name = Arbor Commons Pond
Saturday, Feb 12 2005, 4:8 PM
Peak discharge = 12.74 cfs
Time interval = 3 min
Max. Elevation = 372.44 ft
Max. Storage = 10,710 cuft
Storage Indication method used.
<no description>
Q (cfs) Hyd. No. 4 -100 Yr
24.00
20.00
16.00
12.00
8.00
4.00
0 00
Hydrograph Volume = 47,981 cuft
I

Q (cfs)
24.00
20.00
16.00
12.00
8.00
4.00
0 00
0 3 5 8 10 13 15 18 20 23 25
Time (hrs)
Hyd No. 4 Hyd No. 2 Req. Stor = 10,710 cult
_?_?Er/S ENts??Qtwts?_P,G , '-- ?t?IS?2 _ Ca?M?s Cr.1 C.4?.cv?hri?+?
l mss? - ?E??iM?i?
co v.cn
tu-
uj W
W ut
3_ Z Z
(1) co (1)
C3OQ
on
f (,I
N "
IV -
N N "
NN fd
`L
41" A-L-
Cs2 A'SS = /rt.- c c j = (o s
W ?o S y 0,'1'7 Al- ((2n1 = to 7
C/J ' 0,911 l.9a CC,5 ) 4- 0,7? Clil,
9, -7f
Project: Arbor Commons
Basin: Site Pre-Development
By: Jarrod B. Edens, P.E.
Date: 2/7/2005
tc (pre)= 100' sheet flow
+ 85' shallow concentrated flow
+ 260' channel flow
sheet: SG surface SS = smooth surface (n=0.011)
description SG = short grass (n=0.015)
DG = dense grass (n=0.24)
0.015 corresponding LU = woods, light underbrush (n=0.40)
n-value DU = woods, dense underbrush (n=0.80)
** For average underbrush, use n=0.60
0.08 slope
tt= 0.007 (nL)0-8 where n= 0.015
P2 0.5 * S0.4 L= 100'
P2= 3.60 in
s= 0.08 ft/ft
0.84 minutes
shallow: unpaved surface description (paved or unpaved)
concentrated 0.14 slope
85' length of flow, L
6.0 average velocity,V, ft/sec (figure 3-1)
tt= L
3600V
= 0.24 minutes
channel flow: 260'
3.0
tt= L
3600V
= 1.44 minutes
length of flow
velocity, ft/sec (accepted assumed value)
Total tc= 5.00 minutes
Project: Arbor Commons
Basin: Site Post-Development
By: Jarrod B. Edens, P.E.
Date: 2/7/2005
tc (pre)= 50' sheet flow
+ 290' shallow concentrated flow
+ 107' pipe flow
sheet: SG surface SS = smooth surface (n=0.011)
description SG = short grass (n=0.015)
DG = dense grass (n=0.24)
0.015 corresponding LU = woods, light underbrush (n=0.40)
n-value DU = woods, dense underbrush (n=0.80)
*** For average underbrush, use n=0.60
0.05 slope
tt= 0.007 (nL)0-8
P2 0.5 * 50.4
= 0.58 minutes
where n= 0.015
L= 50'
P2= 3.60 in
s= 0.05 ft/ft
shallow: paved surface description (paved or unpaved)
concentrated 0.09 slope
290' length of flow, L
6.0 average velocity,V, ft/sec (figure 3-1)
tt= L
3600V
= 0.81 minutes
pipe flow: 2.7
Total t,,= 5.00 minutes
min, from pipe talcs
M
0
J 0
`W
lol; i
Olh i
i ysI ? ? 1
/ i i i i s/'// I!•? j' l
?- i ? s i ?i 111\ \ '
As,
q. ?(Gy qy n ?.
2
------ _ `i3g? ?z //' •? / C`F?, ? it
- ? y m ?i ? . I ! 1
-- I I` ?? sal i `` 1 1
I I / / 02 \ I/
m ?
l O I
?i Z I 1 ? ? 1
-' i' •r'? ?x?az2o> .? 1 ?
z / 1
I 1
1' ^i i ? 11 1
1
I / ;/ ;/ 2 W \1 ? Y I? p O i V o
1 ? yy s
------- -_
- - -- - -- - -- - -- - -- - --
-s
S N ALL-,,j
?'oack.?r-?A ? ??
F??w

50 -
20 -

,, .10 -
4-
4-
d)
.06 -
0
N -
Q)
.04 -
0
U
Q
3
.01 -
.02 -
.005 -?
I
1
I I I I I I I I I 1
2 4 6 10 20
Average velocity, ft/sec
Figure 3-1--Average velocities for estimating travel time for shallow concentrated flow.
C
L'
3-2 (210-VI-TR-55, Second Ed., June 1986)

Project No. DWQ
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stornwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
PROJECT INFORMATION (please complete the following information):
Project Name :
Coniact Person:
Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to:_
Drainage Area;3 akxes Percent Impervious Area:24.4 ] %
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requrement has not
been met, attach an explanation of why.
Applicants Initials
N Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
nl A capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
ell The basin length to width ratio is greater than 3:1.
A11 A The basin side slopes are no steeper than 3:1. - Fort -n--jq,,- Wtv?e o<1-4kx,4,,r 1Q*-yR 17)-.,'.y
,QA A small permanent pool at outlet orifice is provided to reduce dogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
ci Basin to be stabilized within 14 days of construction is specified
? Sediment storage (20% of detention volume) in addition to detention volume is provided. - ? N FoaZiy
? Inlet and outlet erosion control measures to prevent scour are provided.
'116 Additional treatment to meet the 85% TSS removal efficiency is provided.
? Access for dean-out and maintenance is provided.
? Inlet plunge pool or other energy dissipation is provided. 5lwl?r---v- o ,v-
? Forebay is provided to capture sediment and minimize dean-out problems.
? Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
? Seasonal high water table is at least 1 foot below bottom of basin.
? If used as a temporary sediment basin, plans indicate dean-out prior to final operation.
? A site specific operation and maintenance plan with the following provisions is provided.
v The 08M agreement is signed by the responsible party and notarized.
nrr-?[Ak?q@oVtg5
JUN 2 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Fw: Arbor Commons DWQ# 03-0639, Stormwater
Subject: Fw: Arbor Commons DWQ# 03-0639, Stormwater
From: "Jonathan Hopkins" <[e-mail]>
Date: Mon, 18 Jul 2005 13:28:22 -0400
To: <[e-mail]>
Dear Sam:
Enclosed I am copying my email presenting my position on the current discussion of Arbor
Commons. Thank you for sending me your email address so I can send you this copy. Sorry for the
delay, I was in the field this morning.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadowp,att.net
919 932-7217
----- Original Message ----
From: Jonathan Hopkins
To: cyndi.karoly(cD-ncmail.net
Cc: jarrod(a)edensengineering.com
Sent: Monday, July 18, 2005 8:08 AM
Subject: Arbor Commons DWQ# 03-0639, Stormwater
Dear Ms. Karoly:
I am writing to you because you are the person I originally contacted about this project and you have
some familarity with it. Also, I do not have the last name or email of Sam, the DWQ employee who has
contacted me about this. I may be in the field on Monday and Tuesday and I need to share this
information with someone in order to make my position clear at the beginning of this discussion about
the past, & current, stormwater management plans for Arbor Commons Subdivision, Commons Drive,
Holly Springs (DWQ# 03-0639). A Certification was issued for this project, dated October 20th, 2003.
It is to this Certification that I refer.
Sam has asserted that my client is in violation of the above Certification because he believes that no
final written stormwater management plan was originally submitted. I believe this is an error. To the
best of my knowledge, my client is not in violation of this Certification. In fact, my client has shown
good faith in obeying the specifications of this Certification, by the following actions:
1) Payment of $88,077.12 to the Ecosystem Enhancement Program (reciept dated May 27th, 2005) for
mitigation required by the issued Certification; and
2) By filing the current changes in the Stormwater Management plans as required by the issued
Certification.
It is my position that sufficient documentation did exist and was submitted for the following reasons:
1) The documentation that was submitted was cited in the Certification itself:
"Condition 8. Written Stormwater Management Plan (No Further Approval Needed):
1 of 3 7/18/2005 2:42 PM
Fw: Arbor Commons DWQ# 03-0639, Stormwater
"The final written stormwater management plans dated September 17, 2003 must be implemented and
the stormwater management facilities shall be constructed and operational before any permanent
building is occupied at the subject site."
How could the DWQ office refer to a document that had not been submitted? If documents had yet to
be submitted, what does "No Further Approval Needed" mean? The document must have existed &
have been submitted for the DWQ office to refer to it specifically by date; and for them to say: No
Further Approval Needed.
Besides, I believe I have a reasonable explaination. There does exist a letter from Spaulding &
Norris, the original consultants, to Mr. Todd St. John, dated September 18th, 2003. That document
included a cover letter, a planning diagram of the proposed facility, and a copy of the O&M Agreement.
In the cover letter there is a discussion of this revised stormwater facility, and provisions that the owner
agrees to. I believe that this document is the same document referred to in the Certification, and
whoever typed the Certification simply put down the wrong date.
2) Although it is not unreasonable to assume that sufficient documentation had not been submitted
and yet a Certification was issued- I do not believe that this is the case here. I have recently had such a
Certificate issued, where the final written stormwater management plan had not been submitted. But the
wording in that Certification was vastly different from the wording in the Arbor Commons Certification:
"A final, written stormwater management plan (including a signed and notarized Operation and
Maintenance Agreement) shall be approved in writing by this Office before the impacts specified in this
Certification occur per Condition No. 6 in GC No. 3404."
This is a clear statement that the final written stormwater management plan had not been received.
The wording in the Arbor Commons Certification does not even imply that the documentation had not
been received. In fact, it refers to specific documents by date, and says no further approval is necessary.
3) The fact that neither Sam nor I have copies of a written plan in the form that we usually see it (or
any other documentation) does not, by itself, prove these documents were not submitted. If it did, it
would imply an infallible filing system.
I do not believe any filing system is infallible. Especially with turnover of personnel handling it. I
have a case in point. Originally when I took on Arbor Commons I had no files on its history. My
engineer and I made an appointment with DWQ and were allowed to see your file on this project and
make copies of it. So, all I know of the original Arbor Commons Certification comes from your files.
However, Sam said he did not have a copy of the planning diagram that was contained in the September
18th letter from Spaulding & Norris; so I faxed him one, along with the cover letter & O&M
Agreement. Yet that diagram originally had a copy of it resident in the DWQ files.
So, filing systems are not infallible. Hence, just because copies cannot be found does not, by itself,
prove that they were not submitted. Especially in the light of some other reasonable explaination: that
the document refered to in the Certification is the document from Spaudling & Norris dated September
18, 2003.
4) No building has been done on the subject site. It has been untouched. So, we cannot be in violation
of the stormwater provision, because no permanent structure has been occupied without a Stormwater
management plan in place & functioning.
An separate aspect of the big picture here is that this current Certification says: "This Certification
shall expire upon the expiration of the 404 or CAMA permit." This expiration date is fast approaching:
July 25th, 2005. I am in communication with the Corps officer, Ms. Andrea Wade, about reverification
of this 404 permit. She has previously indicated to me that the Corps would be inclined to reverify this
2 of 3 7/18/2005 2:42 PN
Fw: Arbor Commons DWQ# 03-0639, Stonnwater
a
project, and give my client another year.
In the event that the 404 permit & this DWQ Certification become invalid, things become more
complicated. There may have to be new applications made for these permits, and there may have to be
reimbursement made for the $88,077.12 that my client has already paid into the EEP.
I would like to avoid all this. I believe our current stormwater plan is better than that which was
submitted by the previous consultant. I outlined those reasons in my letter of 05/25/05 when I said:
The current modified design meets, or exceeds, the same conditions and the spirit of the original plan.
My client has done this by: expanding the dry detention basin size, adding a sediment forebay to the dry
detention basin, and by designing grassed swales adjacent to lots 1 - 5.
I would like for my client to be able to proceed under the current 401 Certification & 404 permit
already issued, for the benefit & expediency of everyone concerned.
These are the facts that I know. Please let me know if I can provide copies of any other documents
that you need to bring this matter to a closure. Thank you for your time given to this matter.
Sincerely,
Jonathan Hopkins, MPP
President
Delineations Plus
PO Box 3097
Chapel Hill, NC 27515-3097
wetmeadow(a,att.net
919 932-7217
3 of 3 7/18/2005 2:42 PN
SPA# T1 TTNNCT
Planning; • Civil Engineering • Envircmment.il
Mr. Todd St. John
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
Additional Information Request for Arbor Commons Subdivision
Holly Springs, Wake County
USACE # 200320225
NCDWQ # 03-0639
Dear Mr. St. John,

NATERQUALITy,
Spaulding & Norris, PA, recently received a letter from your office dated September 8, 2003
requesting changes to the additional information submitted to your office on August 29, 2003
with regards to the "Nutrient Removal Device" for Arbor Commons Subdivision in Holly Springs
(Wake County). Please find attached an updated detail for this nutrient removal device and a
signed Operation and Maintenance Agreement.
The design of the device has been updated per your request. This updated design will provide the
necessary stormwater treatment by acting as a wetland as opposed to the previously submitted
earthen level spreader. This device will likely convert into an ephemeral wetland and will also
provide some degree of flow diffusion through stream buffers. Additionally, this device will be
planted with the appropriate native wetland plants.
As stated in our previous correspondence, the Owner agrees to provide an easement around the
structure and to place a deed notification on the lot containing the structure. Additionally, the
existing Arbor Creek Homeowner's Association, or its successor, will maintain the structure in
perpetuity. We agreed that these measures will assure that this structure remains functional in the
future.
Thank you in advance for reviewing this additional information. Do not hesitate to contact me if
you have questions, comments or concerns about this additional
information.
Sincerely,
Scott Mitche
Environmental Engineer, PE LSS
Cc: Mr. Roy Conoly, Spaulding & Norris, PA
Phcuu : [phone] • Fax: [phone] • 972 Trinity Roy id • Raleigh, Noxth Carolina 27607
}
L
7
X65 _ ?6 0
37.0
371I? w .?
372 -1
- ?j
NOTE
1. NUTRIENT REMOVAL DEVICE WILL BE PLANTED WITH APPROPRIATE NATIVE WETLAND PLANTS.
P-20'
FWAIED FBI
r1LLET DEVELOPMENT CO.. INC.
SUITE 200
ARBOR COMMONS 6729 FALLS OF THE NEUSE A0. SPA ULDING &
RALEIGft FA NC
HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA DATE : 09117103 s NORRIS, PA
FFAA17 EWER Design Consultants
SCOTT MITCHELL, PE
919-654-7990 972 Trinity Road
NU MEW FAR40VAL DEVICE ,,,?,,? er Raleigh. North Carolina 27607
JAMES E. TUR6YFILL Phone [phone] Fax [phone]
919-854-7990
Sep uC uU u4: 1,4p SrHUI_U 1 NU&N HR 15, PR (&l -11i Uz)4- /5E5 p. 2

Operation and Maintenance Schedule for Nutrient Removal Device
for
Arbor Commons Subdivision
dolly springs, North Carolina
Nutrient Removal Devices or other structures that provide diffuse flow shall he maintained every six
months. All accumulated sediment and debris shall be removed front the structure, and a level elevation
shall be maintained across the entire flow spreading structure. Any down gradimit erosion must be repaired
and/or replanted as necessary.
1 acknowledge and 47ee by my signature below that I am responsible for the performance of the
maintenance procedures listed above. 1 agree to notify DWQ of any problems with die system or prior to
any change; to the systu+? yr rv?po/nsihle parry.
Print name: ' !7 ?i l ll r C't' K 1
't'itle: Ai t',A
Addrevs:_
Signature: ?-
Datc:
7,11f a

,?_ Z 7 4 / ?'
Note: The legally responsible party shouId not be a homeowner, association Mims more than 50% of the
lots have been sold and as resident of the subdivision has been named the president.
1' - (i cl s '.? eel ,•_, a Na ary Public for the State of
/? •(?
County of LJakL do hereby certify that Er/ L
personally appeared before me this_/-Z- _ day of
??_ - 11 Z pp and
acknowledge the due execution of the feu oin nutrient removal device maintenan ?111ffpptt//
Y
•
Witness my hand and official seal,
??. Div..;....... ;c46A /?i
i
?pTA1i '
°©'-
?k
P(JBL\G
46
V///;
/// co U
1PAL
MY comanission expires__ , P •6
Page I of I
-: S?.-H'-17-2004 10:.54
p?(A WAr?9pL
? r
>_ y
d `C
Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carollna Department of Environment and Natural Resources
October 20r
Alan W. Klimek, P. i- Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project No. 03-0639
Wake County
Page 1 of 3
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh. NC 27624
Subject Property: Arbor Commons Subdivision, Commons Drive, Holly Springs, NC
UT to Middle Creek 103-04-03, 27"43-15-(1). C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those fisted below, to place f ill within or
otherwise impact 0.046 acres of wetlands, 337 feet of streams and 26,977 square feet (its) (0.62 acres)of protected
riparian buffers for the purpose of construct a residential subdivision at tote subject property, as described within your
application dated May 23, 2003. After reviewing your application, we have decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 26.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified In the General Certification.
This approval Is only valid for the purpose and design that you described in your application. 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional condition-- listed below.
Conditions:
1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper.
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed. installed, operated, and
malmalned in accordance with the most recent version of the North Carolina Surface Mining Manual.
f KUM: UWU-Wt I LMNUb 717 r JJ007J
North Carolina Division of Watef Duality. WETLANDS J 401 UNIT
2321 Crat>free Blvd., Raleigh, NC 27604-2250 (Lomflon)
1550 Mail service Center, Raleigh. NC 27698-1650 (Melling Addrew)
410-7g1-17RR tnhr l oto.-/q9-aQe3 r&-% L-Pn --.- --

Arbor Creek Associates
Page 2 of 3
October 20, 2003
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No Impacts Beyond the Footprint of the Impacts Depicted in the Approved PCN
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 Preconstruction Notice Application. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. 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
401Mfetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh. NC, 27699-1650.
5. 'Dead Notifications
Deed notifications or similar mechanisms shall be-placed on all properties and lots with 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. You can obtain a copy of a sample deed notification
from our web site or by contacting the DWQ.
6. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 40,497 square feet as required under this Authorization
Certificate and 15A NCAC 213 .0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program ('4VRP) to meet this mitigation requirement.
This has been determined by the,DWO to be a suitable method to meet the mitigation requirement. In accordance
with 15A NCAC 2B.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC
28.0233(9)(% Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration
Program Office), no impacts specified In this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted
at [phone] if you have any questions concerning payment into the WRP. You have ono menrh tmm the date of
this approval to make lbiG avment. For accounting purposes, this Authorization Certfficate authorizes payment
into the Riparian Buffer Restoration Fund to compensate for 40.497 ft2 of required riparian buffer mitigation
for imparts to 26,977 fe (and 270 linear feet) of protected riparian buffers; 03-04-03 river and subbasin and 27-
43-15-(1) stream index number."
7. Stream Mitigation (WRP)
You are required to mitigate for permanent impacts to the streams. The required length of stream mitigation to
compensate for impacts to the streams is 246 feet as required under GC3402 and 15A NCAC 02H .0506. We
understand that you wish to make a payment into the Wetland Restoration Fund administered by the NC Wetlands
Restoration Program (WRP) to meet this mitigation requirement. This has been determined by the DWQ to be a
suitable method to meet the mitigation requirement. In accordance with 15A NCAC 02H .0506, this contribution will
satisfy our compensatory mitigation requirements under this certification. Until the WRP receives and clears your
check (made payable to: DENR -- Wetlands Restoration Program Office), no impacts specified in this certification shall
occur. Mr. Ron Ferrell should be contacted at [phone] if you have any questions concerning payment into the
WRP. You have one month from the date of this approval to make this payment. For accounting purposes, this
certification authorizes payment into the Wetland Restoration Fund to compensate for 246 feet of required
stream mitigation for impacts to 246 feet of perennial streams; 01-0405 river and subbasin and 27-43-15-(1)
stream index number.
. . . Lrcno01c•n1 caQQccjATA gnwH11gM-nMn:WMA S?:01 b002-LT-d3S
OEP-17-2004 10:34 FROM:DWO-WETLRNDS 9197336893 IU:7fiSt?717
Arbor Creek Associates
Page 3 of 3
October 20, 2003
S. Written Stormwater Management Plan (No Further Approval Needed)
,The final, written stormwater management plans dated September 17, 2003 must be implemented and the stormwater
management facilities shall be constructed and operational before any permanent building is occupied at the subject
site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained
In perpetuity. No charges to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit
it you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you mayask 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 1508 of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
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. 1506.
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 1 SA NCAC 26.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733.972b.
Sincerely,
Attachments: Certificate of Completion
GC 3402
Klimek, E.,
Q, Director
Cc: Roy Conoly, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files-
DWO # 030639
Date: October 20, 2003
bz
QEP-17-2004 10:35 FROM:DWO-WETLANDS 9197336893 I u=?1OOCZP.L
1ffiA7F Michael F. Easley, Governor
O q0
William G. Ross Jr.. Secn?tary
.. North Carolina Department of Environment and Natural Resources
p r-
? Alan W. Klimek, P. E. Director
. Division of Water Quality
Colesn H. Sullins. Deputy Director
Divlslon of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF'PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500 and 2B.0233, Arbor Creek Associates has permission as outlined below and
within the General Water Quality Certification (WQC) Number 3402 w/ additional conditions for the purpose(s) of
constructing the proposed Arbor Commons SID. All adtivitles associated with these authorized impacts must be
conducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND
AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWO Project No.: 03-0639
Date: October 20, 2003
LOCATION: Holly Springs
COUNTY: Wake
BASIN/SUBBASIN: 03-04-03(river/subbasin); 27-43-15-(1) (stream index no.)
As required by 15A NCAC 2H .0506 and 23.0233 and the conditions of WQC No. 3402 w/ additional conditions, you are
required to compensate for the above impacts through the restoration, &eation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R.0503(b).]
0 acres of Class W L wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
246 feet of stream channel
40,497 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
2B .0233: if you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
North Carolina OWN. lion of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NO Z76WI650 (Mailing Address)
2321 Cmtdrue Blvd., Raleigh, NO 27604-2260 (Location)
4
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
October 20, 2003
DWQ Project No. 03-0639
Wake County
Page 1 of 3
Subject Property: Arbor Commons Subdivision, Commons Drive, Holly Springs, NC
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW (nutrient sensitive))
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.048 acres of wetlands, 337 feet of streams and 26,977 square feet (ft) (0.62 acres)of protected
riparian buffers for the purpose of construct a residential subdivision at the subject property, as described within your
application dated May 23, 2003. After reviewing your application, we have decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification`Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. 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). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
.t=
Arbor Creek Associates
Page 2 of 3
October 20, 2003
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No Impacts Beyond the Footprint of the Impacts Depicted in the Approved PCN
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 Preconstruction Notice Application. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
5. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all properties and lots with 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. You can obtain a copy of a sample deed notification
from our web site or by contacting the DWQ.
6. Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to
compensate for impacts to the protected riparian buffers is 40,497 square feet as required under this Authorization
Certificate and 15A NCAC 2B .0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In accordance
with 15A NCAC 26 .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC
2B.0233(9)(C). Until the WRP receives and clears your check (made payable to: DENR -Wetlands Restoration
Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted
at [phone] if you have any questions concerning payment into the WRP. You have one month from the date of
this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment
into the Riparian Buffer Restoration Fund to compensate for 40.497 ft2 of required riparian buffer mitigation
for impacts to 26,977 ft2 (and 270 linear feet) of protected riparian buffers; 03-04-03 river and subbasin and 27-
43-15-(1) stream index number."
7. Stream Mitigation (WRP)
You are required to mitigate for permanent impacts to the streams. The required length of stream mitigation to
compensate for impacts to the streams is 246 feet as required under GC3402 and 15A NCAC 02H .0506. We
understand that you wish to make a payment into the Wetland Restoration Fund administered by the NC Wetlands
Restoration Program (WRP) to meet this mitigation requirement. This has been determined by the DWQ to be a
suitable method to meet the mitigation requirement. In accordance with 15A NCAC 02H .0506, this contribution will
satisfy our compensatory mitigation requirements under this certification. Until the WRP receives and clears your
check (made payable to: DENR - Wetlands Restoration Program Office), no impacts specified in this certification shall
occur. Mr. Ron Ferrell should be contacted at [phone] if you have any questions concerning payment into the
WRP. You have one month from the date of this approval to make this payment. For accounting purposes, this
certification authorizes payment into the Wetland Restoration Fund to compensate for 246 feet of required
stream mitigation for impacts to 246 feet of perennial streams; 03-04-03 river and subbasin and 27-43-15-(1)
stream index number.
Arbor Creek Associates
Page 3 of 3
October 20, 2003
8. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans dated September 17, 2003 must be implemented and the stormwater
management facilities shall be constructed and operational before any permanent building is occupied at the subject
site. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained
in perpetuity. No charges to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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. 1506.
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 213.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Attachments: Certificate of Completion
GC 3402
Sincerely,
I
Klimek, E.,
Q, Director
Cc: Roy Conoly, Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files-
DWQ # 030639
Date: October 20, 2003
bz
0? WATF9 Michael F. Easley, Governor
0 pG William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P. E. Director
j Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 26 .0233, Arbor Creek Associates has permission as outlined below and
within the General Water Quality Certification (WQC) Number 3402 w/ additional conditions for the purpose(s) of
constructing the proposed Arbor Commons S/D. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND
AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWQ Project No.: 03-0639
Date: October 20, 2003
LOCATION: Holly Springs
COUNTY: Wake
BASIN/SUBBASIN: 03-04-03(river/subbasin); 27-43-15-(1) (stream index no.)
As required by 15A NCAC 2H .0506 and 2B .0233 and the conditions of WQC No. 3402 w/ additional conditions, you are
required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the WRP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
246 feet of stream channel
40,497 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
2B .0233. If you choose this option, please sign this form and mail it to the WRP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
SPAULDING & NORRIS, PA
Planning *Civil Engineering # Environmental

August 19, 2003
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
Re: Additional Information Request for Arbor Commons Subdivision
Holly Springs, Wake County
USACE # 200320225
NCDWQ # 03-0639
Dear Mr. Dorney,

AUG 1 9 2003
i7H 11
WIN
On May 30, 2003 the NCDWQ Office issued a letter requesting additional information for Arbor
Commons Subdivision in order to determine the projects compliance with 15A NCAC 2H.0500. The
requested information is supplied as follows:
LPlease provide cross section details showing the provisions for aquatic life passage.
Please refer to upstream and downstream cross section details for the proposed road crossing that
will allow aquatic life passage as required.
2. Please provide detail for stormwater management practices.
As stated in our PCN Application submitted on May 23, 2003, a nutrient removal device located on
Lot 6 will treat stormwater from this project. The nutrient removal device is the result of a
discussion between Mr. Todd St. John of the NCDWQ Central Office and Mr. Scott Mitchell of
Spaulding & Norris on March 10, 2003. While the device does impact portions of Zone 2 of the
Neuse Riparian Buffer, it is designed to provide as much stormwater treatment as is practical for
this site while minimizing negative effects on nearby jurisdictional features. Spatial limitations do
not allow the construction of level spreaders or other stormwater treatment devices without
introducing additional Neuse Riparian Buffer, wetland and/or stream impacts. Please refer to the
Nutrient Removal Device Detail provided in this packet of additional information.
3. Please specify the percent of project impervious area based on the estimated built-
out conditions.
Arbor Commons Subdivision encompasses 3.9 acres. Proposed built - out conditions
will create 1.14 acres of impervious surfaces which equates to 29.2% impervious area
for this project. This includes, roads, sidewalks and anticipated maximum driveway and
building footprints.
4. This ice believes that the road crossing labeled on the plans as Impact Area I can
be eliminated or moved to avoid the impacts to the stream and buffers. Please revise the plans to
avoid the impacts. No information was presented to show why the entrance on Sunset Lake Road is
necessary or why it cannot be moved
Phun?: [phone] s Fnx: (919) 854-71925 4 972 1-mm Rr,tl « tZateigh, Nurth C:arolnm 27607
Entrance points into the property were determined prior to the beginning of this project. An
existing road near the southwest corner of the property was constructed several years ago, while a
road easement already existed near the northeast corner of the site. The Town of Holly Springs is
requiring the Owner to construct the new road segment through the property to provide direct access
onto Sunset Lake Road. Hence, no practical alternatives exist for the placement of the proposed
road, regardless of project size, configuration or density. Construction of the proposed road accounts
for the majority of impacts at this site. Please refer to the letter from the Town of Holly Springs that
explains the Town's requirement for this road's placement.
5. This Office believes that the road crossing on the plans Impact Area I & 7 can be
moved or reconfigured to minimize the impacts to the stream, buffer and wetland.
Please indicate whether this adjustment is possible.
Please refer to the letter from the Town of Holly Springs referenced above for a
detailed explanation of the requirement for this road's location.
6 337 linear feet of compensatory stream mitigation may be required for this project if
the streams are perennial. Ifso, please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be
appropriate to the type of impacts proposed. Please contact Steve Mitchell or Debbie
Edwards of our Raleigh Regional Office at 919-571-4700 or Dave Penrose of the
Central Office at 919-733-1786 to make a perennial stream determination.
On July 31, 2003 Mr. Roy Conoly and Mr. Scott Mitchell of Spaulding & Norris met
Mr. Dave Penrose of the NCDWQ Central Office on site to make a stream
determination. It was determined that the stream is perennial. However, the only
perennial indicators found during the reconnaisance were three very small
(approximately 4-6 mm total length) cray fish. Six individual locations were searched
for indicators during this reconnaisance. Please refer to the attached Biological
Reconnaisance Form.The Owner plans to make payment to North Carolina Wetland
Restoration Program for the approved permit impacts that require mitigation.
Please refer to the letter of acceptance from the NCWRP.
Thank you in advance for reviewing this additional information. Do not hesitate to contact me if you
have questions, comments or concerns about this additional
information.
Sincerely
Xi
Roy C , ly
Environmental Scie tist / Construction Manager
Cc: Mr. Scott Mitchell, Spaulding & Norris, PA

380

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Transition
• to 0 grade
W. 10. ;oil k ju.
.1. 10•r4. -rIM.•r• ?" / •?,+"y'.M Y? ?.• Stoilized
Stable ?. . w•• / it ar
undisturbed ?".. k . , A w.I?• ?' )) >\?
DUtIBt a 1. rl. 4? W d . a,
t4. r? 4 \I` ? -I.- w
M . Y • .? • In 1, r? •. Yi, ..i.. rb•? V 1• %4' 44.. w' Y.rr
rinwe 6.40a UwW spraadar Y daahu to dkWu amaa vWunM of =nmmaatad Iow mr w stable stopaa.
Cra40--Mm Va& of the lut 20 feet of the divusion chaarot should provide
a smooth traruitiom from charatel grade 10 Isvd as the spreader. The grade of the
spreader should bells;.
Spreader Yp•--Consuw the level lip on umaKwppd soil to worm height and
zero grade over the baaw of the spreader. ham k with an
aroaiom-retlpant
mawilal. sswh as elan mss. w prevaat wasiom and allow vegetation to
become Ondet are-7be outlet disposal ama must be Swetally smooth and
wall-vegetated with a maximum slope of 10%.
Vegetate W disturbed area.
Cross Section
Material - Variable
stapled In
place
6.
mlri
of 'r
l-11
Lspreade I I Ill - I I I l= I III
I III t•((?--- II
etrfi
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in n
8• m
flown L40b DOW at Wr4W pads cro" sec m.
Construction 1. The matting should be a minimum of 4 R wide extending 6 inches over the
Specifications lip and buried 6 inches deep in a vertical trench on The lower edge. The upper
edge should butt against smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.
2. Ensure that the spreader lip is level for uniform spreading of storm runoff,
3. Construct the level spreader on undisturbed soil (not on fill).
4. Construct a 20-ft transition section from the diversion channel to blend
smoothly to the width and depth of the spreader.
S. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from con-
centrating.
6. Immediately after its construction, appropriaWY seed and mulch the entire
disturbed area of the spreader.
Table 6.40a
Minimum Dimensions for Design Flow Entrance Width Depth End Width Length
NUTRIENT REMOVAL DEVICE We ---minimum dimension In feet----
0-10 10 0.5 3 10
10-20 16 0.6 3 20
20-30 24 0.7 3 30
71
NUTRIENT REMOVAL DEVICE
NUTRIENT REMOVAL DEVICE (not to scale)
/w lKi(iN
it as n
u g

THE TOWN OF
Hol ly
Springs
August 15, 2003

Mr
John Dorne
.
y
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
RE: Roadway Connection
The Arbor Commons Drive connection to Sunset Lake Road was a revised part of
the Arbor Creek PUD approved on January 16, 1996. This roadway connection is
a vital part of the roadway interconnectivity of PUD, for which the Town worked
with NCDOT to limit the number of entrances onto NCDOT roads. Limiting the
number of entrances required good interconnectivity within the project. The
Arbor Creek PUD has almost been built out at this time, and this connection is
part of the last phase.
This roadway and pedestrian connection will service several parcels of property,
including a shopping center site which will need an entrance on Sunset Lake
Road. This street will allow internal connectivity to the entire subdivision.
At the developer's request, we are providing this letter to document the desire of
the Town to have this roadway connection. If you have any questions, please
contact me directly at [phone] or Stephanie L. Sudano, P.E., Director of
Engineering at [phone].
Sincerely,
eo
P.O. Box 8 Rodney L. Campbell
12£3 S. Main Street Development Inspector Administrator
Holly Springs, N.C. 27540
[phone] RLC/kmw
Fax: [phone] cc: Stephanie L. Sudano, P.E., Director of Engineering
Mayor's Office Fax: 30462
[phone]
Biological Reconnaissance roan #
BIOLOGICAL RECONNAISANCE FORM
Perennial/Intermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail Dave. Penrosco NCnnaiLnet, FAX [phone]
a) Location Arbor Commons (DWQ# 03 0639)
Stream Name: UT Middle Creek Receiving Waterbody: Middle Creek, Sunset Lake
Location/Road: NC 55 County: Wake Date: 7/31/03 Regional Office: RRO
Basin: Neuse Subbasin: 02 Latitude/Longitude:
Ecoregion: Rolling
Coastal Plain Rosgen Class: Observers: DP/Roy
Conoly (Spaulding and
Norris) USGS Quad Sheet: Apex?
Notes (attach photograph or drawing on the back of this form):
b) Habitat :
Primary Adjacent Land Use: Forest, suburban with I Riparian Zone Characteristics: Forest
stormwater
Stream Width: 1-2 feet I Flow Conditions: Moderate to Low, I Stream Order: I'
recent rain event
Stream Permanence Characteristics, Rating (if relevant): The feature is deeply incised, with small headcuts within
impact reach. Riffles were limited, but there were some pretty deep pools. Silt/Clay substrate. Site was determined to
be a perennial feature based on the presence of small crayfish.
c) Biology See attached notes
Benthic Macroinvertebrate Taxa: Odonates (Macromia, Bo eria small crayfish, Tula.
Amphipoda: ? Isopoda: ? Decapoda: X Chironomidae: X Oligocbaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ? Other Diptera: X
Fish and Salamander Taxa: None
Other Observations (i.e. Presence of Iron Oxidizing Bacteria): None
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
P
Roy Conloy, Environmental Scientist
Spaulding & Norris, PA
972 Trinity Road
Raleigh, NC 27607
a?
Subject: Project: Arbor Commons Subdivision
County: Wake
ILTIPFA
00
IT
NCDENR
June 9, 2003
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is
willing to accept payment for stream and buffer impacts associated with the subject project. Please note that the
decision by the NCWRP to accept the mitigation requirements of this project does not assure that this payment
will be approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Vt'etlands/401
Unit. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for
impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated April 11, 2003, the stream and buffer restoration that is
necessary to satisfy the compensatory mitigation requirements for this project is summarized in the following
table. The maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this
table. This information corrects information in the letter dated April 15, 2003
Stream
(linear feet) Wetlands Riparian
(acres) Wetlands Non-
Riparian (acres) Buffer
(S q. Ft.)
-Impact 246 40,497
Mitigation Max 592 40,497
The NCWRP will provide mitigation with an approved combination of stream and buffer restoration,
enhancement or preservation. The stream and buffer mitigation will be provided as specified in the 401 Water
Quality Certification and/or Section 404 Permit for impacts associated with the subject project in Cataloging Unit
03020201 of the Neuse River Basin. The mitigation will be performed in accordance with the Memorandum of
Understanding between the N.C. Department of Environment and Natural Resources and the U.S. Army Corps of
Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACOE-Raleigh
Steve Mitchell, Raleigh DENR Regional Office
file
Sincerely,
Ro gald<-XFerrell,?
Program Manager
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]
SPAULDING & NORRIS, PA
Planning • Civil Engineering • Environmental
May 23, 2003
Ms. Andrea Wade Mr. John Dorney
US Army Corps of Engineers 0,9 NC Division of Water Quality
Raleigh Regulatory Field Office 06.9 Central Office
' 6508 Falls of the Neuse Road 2321 Crabtree Boulevard
Suite 120 Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-226 C7 Re: Pre-Construction Notification Application Form for Arbor Con?nons qr
Subdivision - Holly Springs, Wake County `*f eQ 4?00
3
Dear Ms. Wade and Mr. Dorney,
Attached is the completed PCN Application Form for the Arbor Commons Subdivision
located in Holly Springs - Wake County. The property is currently owned by Arbor
Creek Associates. The Owner of the property proposes to develop the property according
to the attached Arbor Commons Subdivision - Neuse River Buffer, Stream and Wetland
Impact Map (EX-1).
As indicated on the attached exhibit (EX-1), proposed impacts include road crossings,
sanitary sewer installation, storm drainage installation and the installation of a stormwater
nutrient treatment device. Seven labeled "Impact Areas" identify and detail all of the
proposed impacts for the project. Please note that the jurisdictional channel located on
Lot 6 is not indicated on either of the USGS Map or the Wake County Soil Survey.
Hence, there is no jurisdictional Neuse Riparian Buffer associated with this channel.
Entrance points into the property were determined prior to the beginning of this project.
An existing road near the southwest corner of the property was constructed several years
ago, while a road easement already existed near the northeast corner of the site. The
Town of Holly Springs is requiring the Owner to construct the new road segment through
the property to provide direct access onto Sunset Lake Road. Hence, no practical
alternatives exist for the placement of the proposed road, regardless of project size,
configuration or density. Construction of the proposed road accounts for the majority of
impacts at this site. The remaining proposed impacts for this project have been
minimized to the maximum extent practical. Sanitary sewer impact locations are dictated
by topography and the location of the nearest existing downstream manhole.
Stormwater runoff from this project will be treated by a nutrient removal device located
_ on Lot 6. The nutrient removal device is the result of a discussion between Mr. Todd St.
John of the NCDWQ Central Office and Mr. Scott Mitchell of Spaulding & Norris on
March 10, 2003. While the device does impact portions of Zone 2 of the Neuse Riparian
Buffer, it is designed to provide as much stormwater treatment as is practical while
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
minimizing negative effects on nearby jurisdictional features. Spatial limitations do not
allow the construction of level spreaders or other stormwater treatment devices without
introducing additional Neuse Riparian Buffer, wetland and/or stream impacts.
As displayed on the attached exhibit, the main road crossing (Impact Area #1) is not
designed perpendicular to the stream. An easement for this road existed in this location
prior to the beginning of this project. Hence, the Owner was directed by the Town of
Holly Springs to construct the road as shown. Since this road crossing permanently
impacts greater than 1/3 acre of Neuse Riparian Buffer, mitigation is offered through
payment to the NCWRP. Permanent Neuse Riparian Buffer impacts for this road
crossing total 15,852 ft2 (11,146 f in Zone 1; 4,706f? in Zone 2). Per 15A NCAC 02B
.0242 (3)(b)(i) & (ii), the required area of mitigation for these impacts is 40,497 ft2. Per
15A NCAC 02B .0242 (7)(a), this required area of mitigation is multiplied by $0.96 per ft2
for a total required Neuse Riparian Buffer mitigation payment of $38,877.12.
Proposed permanent stream impacts for this project total 246 linear feet. The Owner
proposes to mitigate for these proposed stream impacts through payment to the NCWRP.
Per 15A NCAC 02R.0402, the current mitigation fee for permanent stream impacts is
$200 per linear foot. This equates to a total required stream mitigation payment of
$49,200.
Thank you in advance for your time spent reviewing this PCN Application. Do not
hesitate to contact me if you have questions, comments or concerns about this
application.
Sincerely
Roy Conoly
Environmental Scientist / Construction Manager
Cc: Mr. Eric Tillett, Arbor Creek Associates
Mr. Scott Mitchell, Spaulding & Norris, PA

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Arbor Creek Associates
Mailing Address: 6729 Falls of the Neuse Road
Suite 200
Raleigh, NC 27624
Telephone Number: 919 676 1857 Fax Number: 919 676 9296
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: Roy Conoly
?. Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, NC 27607
Telephone Number: 919 854 7990 Fax Number: 919 854 7925
E-mail Address: [e-mail]
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I1 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: Arbor Commons Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0750.03-02-7716 and 0750.03-02-3550
4. Location
County: Wake Nearest Town: _Holly Springs
Subdivision name (include phase/lot number): Arbor Commons Subdivision
Directions to site (include road numbers, landmarks, etc.): From the intersection of US 1 and
Hwy 55 take Hwy 55 south approximately 2 miles to the Arbor Commons Subdivision
located on the East Side of Hwy 55. Enter on Osterville Dr. and turn left on Commons Drive
Site will be located at the end of paved road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 3.9
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek
8. River Basin: Neuse
?• (Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undisturbed mature forest that has a
a residential subdivision on one side and partially disturbed land on the other.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The
project will create a section of single family homes. This will include one road crossing with
a road connection to Sunset Lake Road within an existing right - of - way. The site will also
include the necessary infrastructure - roads, storm and sanitary sewer systems and water
systems necessary to serve the single-family homes. The equipment necessary to construct
the site will include but may not be limited to trackhoe excavators bulldozers loaders
asphalt pavers, rollers, etc...
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a residential subdivision of single family homes
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.
The Owner of the property has not applied for any USACE or NCDWQ permits for this site
prior to this application.
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.
The Owner does not anticipate any further permit request for this pro ep_rty
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Provide a written description of the proposed impacts: Various impacts to this site
include, proposed permanent and temporga impacts to streams, wetlands and Neuse Buffers
resulting from road grading, drainage installation, sanitary sewer installation and the construction
of a Nutrient Removal Device.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***
3(Proposed - Temp) San. Sewer .015 No 0 Forested Wetland
7(Proposed - Perm) Road Grading/ 033 No 0 "

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/htiAvw. fema. o„ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Total wetlands
(.172 acres).
Total area of wetland impact proposed: .048 acres (.015 temp.) and (.033 perm.).
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
I(Proposed - Perm) Road Grading/ 211 UT to Middle Creek 5 Intermittent
I (Proposed - Temp) 23 44 37 " " "
3(Proposed-Temp) San. Sewer 20 It 37 3 "
5(Proposed - Temp) 24 44 3.5 "
6(Proposed - Perm) Road Grading/ 35 5
6(Proposed - Temp) 24 5 "
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
NV-kNW.USgs.'Ooy. Several internet sites also allow direct download and printing of USGS maps (e.g., wWv.topozone.com,
wx%xv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 337 If total (246 if
permanent) and (91 if temporary)
Page 8 of 13
Cumulative impacts (linear distance in feet) to all streams on site: 337 if total (246 if
permanent) and (91 if temporary)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Waterbody
(if applicable) of Waterbody
Type (lake, and Wa
ba , ocean, c sound,
None Proposed

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proiect has been designed to minimize impacts as much as practical given that the Town
of Holly Springs _ is requiring a road connection to Sunset Lake Road and the right - of - way
for this road has already been dedicated.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm-gide.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.
The Owner proposes mitigation in the form of payment to the NCWRP This payment
will be for permanent stream impacts and for permanent Neuse Buffer impacts related to the
road crossing.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): 246
Amount of buffer mitigation requested (square feet): 40,497
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes M No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page I 1 of 13
Zone* Impact
(square feet Multiplier Required
Mitigation
1 13661 Perm / 2438 Temp 3 33,438
2 7021 Perm / 3857 Temp 1.5 7,059
Total 40,497
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration J Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
Payment to NCWRP.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There is 3.9 acres on this site. Existina impervious is 0 acres. The proposed impervious area is
.64 acres. Impervious acres only include roads and sidewalks. A nutrient removal device is being
provided to treat stormwater on this site.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The Town of Holly Springs Sanitary Sewer System will collect wastewater generated by this site
and subsequently treated by the Town of Holly Springs WWTP.
XHL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 12 of 13
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).
Applic`inITAgent's Sign cure Date
(Agent's signature is valid only in authorization letter from the applicant is provided.)
Page 13 of 13
U.S. ARMY CORPS OF ENGINEERS COPY
Wilmington District Wake
200320225 County:
Action ID:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Authorized
Property A ent S aualdin & Norris P.A.
Owner Arbor Creek Association Attn: Ro Conol
x 97071 Address 97 Trinity C 2 607
Address ?.O. Z• Raleigh
Ralei h NC 27624 Telephone Number 919-854-7990
Telephone Number
e waterbod Hi hwa name/number toSunset Lake
located Road (SR 1301),
Size and Location of Pro
on the south side of Sunset Lake Rort Car -of linaS intersection with
of Holly Springs in Wake County, No
'on: The site contains wetlands and stream chreels with indicators of ek above headwaters, in the
Basis for Determmatt
high water marks, located ad'Jacent to an unnamed tributary of Middle Creek,
Fear River Basin.
1 property which we strongly suggest ve described Indicate Which of the Followin_ our staff before the Corps will
_There a re w aters o f t he U .S., t o i nclude w etl
should be delineated and survey ea We land lines must be verified by
ed. The survey
our erty.
Because our wetlands
make a final jurisdictional te an D our Pprop to obtain a consultant obtain a more timely
the size of your You may wish Co s staff will
andf, the wetland s. property Once the consultant resent has aggworkload, our identification and delineation o y
cannot be e accomplished a timely manner. Y flagged a wetland line on the property, rroval by the
afinal n approved survey.
d review it, delineation of
if it accurate, we strongly
corps. The Corps will not make a recommend that you have the line surveWedho for
final jurisdictional determination on your property
include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
c ae subject to
on fora period not to exceed five years from the date of this notification.
determination maybe relied up resent on the above 44)described property e in the law
of Section 404 of the Clean Water Act (33 USC 13. Unless there is a change
the There are permit no requirements of the U.S., to include wetlands, p
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
material in wetlands on this property without a Department of the
Placement of dredged or fill
Army Permit is in most cases a violation of Section 301 of the Clean WX to nA high ground31lf You
uired for work on the property restricted entirely to ro ram, please contact
permit is not req the Corps of Engineers regulatory p g
have any questions regarding 9 876 - 8441 extension 31
Andrea Wade at tlone number
er Signature 14 Ma 2008
Project Manager
14M 2003 Expiration Date
Date
D SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAN
SURVEY PLAT OR FIELD
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPT' Ot' THIS FORM.
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
April 15, 2003
Roy Conoly
Environmental Scientist
Spaulding & Norris, PA
972 Trinity Road
Raleigh, NC 27607
Subject: Project: Arbor Commons Subdivision
County: Wake
e?A
NCDENR
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is willing to
accept payment for stream and buffer impacts associated with the subject project. Please note that the decision by the
NCWRP to accept the mitigation requirements of this project does not assure that this payment will be approved by the U.S.
Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is the responsibility of the applicant
to contact these agencies to determine if payment to the NCWRP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated April 11, 2003, the stream and buffer restoration that is necessary
to satisfy the compensatory mitigation requirements for this project is summarized in the following table. The maximum
amount of mitigation that the NCWRP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Wetlands Non-
Riparian (acres) Buffer
(Sq. Ft.)
Impact 246 40,497 s q. ft.
Mitigation Max 592 40,497 s q. ft

The NCWRP will provide mitigation with an approved combination of stream and buffer restoration, enhancement or
preservation. The stream and buffer mitigation will be provided as specified in the 401 Water Quality Certification and/or
Section 404 Permit for impacts associated with the subject project in Cataloging Unit 03020201 of the Neuse River Basin.
The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C. Department of
Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
'?Q
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACOE-Raleigh
Steve Mitchell, Raleigh DENR Regional Office
file
Wetlands Restoration Program 1619 Mail Service Center
[phone]
Raleigh, NC 27699-1619
Fax: [phone]
SPAULDING & NORRIS, PA
Planning • Civil Engineering • Environmental
April 11, 2003
Mr. Ronald E. Ferrell, Program Manager
North Carolina Division of Water Quality
North Carolina Wetlands Restoration Program
320 West Jones Street
Raleigh, NC 27603
RE : Arbor Commons Subdivision - Holly Springs NC
S&N #366-02
Dear Mr. Ferrell,
Spaulding & Norris, PA, is preparing a PCN Application to submit to the US Army Corps of
Engineers and the NC Division of Water Quality for a residential subdivision in Holly Springs.
This site is completely within the Neuse River drainage basin.
The Owner requests that this letter be accepted as a formal request that payment to the NCWRP
be accepted for the purpose of satisfying mitigation requirements for proposed permanent stream
impacts and permanent Neuse Buffer impacts associated with a road crossing. 246 linear feet of
permanent stream impacts are proposed for this site. We understand per 15A NCAC 02R.0402
Schedule of Fees (ax l) that the current fee for mitigation for classified surface waters other than
wetlands is $200.00 per linear foot. Additionally, we understand that for the proposed permanent
stream impacts, this equates to a total of $49,200.00 in mitigation fees. Additionally, a total of
15,852 square feet of permanent Neuse Buffer impacts (Zone1 11,146 square feet and Zone2
4,706 square feet) are proposed for a single road crossing. These impacts require a total of 40,497
square feet of mitigation per 15A NCAC 02B .0242 (3) (b) (ixii). We understand per 15A NCAC
02B .0242 (7) (a) that the fee for Neuse Buffer mitigation is determined by multiplying this area
of required mitigation by $0.96 per square foot. This equates to a required payment of $38,877.12
to satisfy this Neuse Buffer mitigation requirement. Hence, a total payment of $88,077.12 to the
NCWRP will satisfy this project's mitigation requirement.
I look forward to receiving your response to this request. Please do not hesitate to contact me if
you have any questions, comments or concerns about this request.
Sincerely,
?OYAe
o Y
Environmental Scientist
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
AULDING & NORRIS, PA
Civil Engineering & Planning
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: Arbbr creel,-- Associc i,-5
Address: Po Bow 9-70011
RcA NC Z1(e2-4
Phone:
Project Name/Description: Arbor Co+nmons - Res«le.nl,o.t 5wbavaswo
Date: j une- 2,15S 7D07-
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Amc?.,cl n Jones
Field Office: ScAeiah Reoy.,.lo,hu Fleid 0?4ticz
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A.,
to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supP?emental information in support of ap lications, etc., from this day forward.
This the D( ) day of rL 1AX) a
This notification supercedes any previous correspondence concerning the agent for this
project.
, ? ? Cal t I I 6?
PRINT Owner s Name
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
tl??
PR ER Y Owner's Signature
Phone: [phone] • Fax: [phone] Trinity Road • Raleigh, North Carolina 27607
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ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
U

Project / SiteAr6or Cornrnnn c Date:_ 2.131o7
.
Applicant/ Owner: Ar6c r Cr y-{S, Ascoc tc-Fe_s County:_ QXe
Investigator:?a Conols, State: Do normal circumstances_exist on the site? Yes ?-- No Community ID:__
Is the site significantly disturbed (Atypical situation)? Yes No_%.e? Transect ID:_
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed)
VEGET A T ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ac-r-r rtAbr n, ((oo'lo) Tg_ FAC 8.
1
2. Ur iodcndc.r"4111?n;ler?, (4V-)Mg- FAC, _ 9.
3.r,aaio.tls CSPP? C107.) _ OBL 10.
4.,uncus elfin ;i C3s1.) _Vk!& 08L 11.
S.Sn?ilu.x rtrlundiAol?a CIS?-
KK_ FAC
12.
6.'P?nus:beaa. ( 10'7.) SS FAc 13.
7. Arund;n%ria o gcLrAea CZO'1? SS FAr-W
J T_ 14.
TR = Trees (non-climbing woody plants, 2:3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft,. < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2:3.2 fL, < 3.0 in. DBH) Vl -Vines (woody climbing vines, 2:3.2 tr.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100 %
Remarks: RLiaro0t4itc. Ve-9e{citan

1
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
? No Recorded Data Available
Field Observations:
Depth of Surface Water: ZIt (in.)
Depth to Free Water in Pit: 0 It (in.)
Depth to Saturated Soil: Orr (in.)
larks: \,JP41a.nd "?dral031
Wetland Hydrology Indicators
Primary Indicators:
? Inundated
V Saturated in Upper 12"
_ Water Marks
Drift Lines
_Sediment Deposits
y Drainage Patterns in Wetlands
Secondary Indicators:
? Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
_Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon flMunsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
O_ Is --A -= 31 l clay (oar.',
1r
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
V_Reducing Conditions -Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: -14tidrie. Soils
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes %,--No
Hydric Soils Present? Yes r No
Remarks: ?e{'d
v_. - . v.xli.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

1
7
Project/Site Arbor Cornrnohs
Applicant/ Owner: A r6o r Crc,_k AssOC10.{GS
Investigator: Rou Conoly
Date: IZI aI Oz
County: Wok,
State: t?lC
Do normal circumstances exist on the site? Yes No Community ID:___
Is the site significantly disturbed (Atypical situation)? Yes No Transect ID:_
Is the area a potential problem area? Yes No ,?- Plot ID:
(explain on reverse if needed)
VE G ET % T ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.p?ous }a&dw (3501. _ FAG 8.
2. Q uexc,u s cd6 o. (3 s Q TR CU.- 9.
3. U e.x. oec cA.. 30 , _ 'TR FAC - _ 10.
4. Am, ru.6r ZO71• ss FAC. 11.
5. I:triedcndrun.-4u1'Vii (In ss IFAC 12.
6.Qumus c 16e.. t'2.sss FACU 13.
7. 14.
TR = Trees (non-climbing woody plants, 2:3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, 2:3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, 2 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 15 %
Remarks: {yon-1nycJmVht4+tc. Veioiion
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
?No Recorded Data Available
Field Observations:
Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12"
_ Water Marks
Drift Lines
_Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
_ Local Soil Survey Data
u,fAC-Neutral Test
Other (Explain in Remarks)

Depth of Surface Water: N J& in.)
Depth to Free Water in Pit: K A in.)
Depth to Saturated Soil: A in.)
Remarks: R.
h?drolac?? Pt25en1i
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
Q- A Z•5 u_ 2.5? bra 5?o clau tea.,,
Sit 5/16
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon --High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: Ntin -1-?yd??c So t l s
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point
Wetland Hydrology Present? Yes No Within a Wetland? Yes No ?-
Hydric Soils Present? Yes No ?-
Remarks: V A0+ - W eA lo.na
i
WATT Michael F. Easley, Governor
99 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
N' r Alan Klimek, P.E., Director Division of Water Quality
August 22, 2003
DWQ # 03-0639
Wake County
Project Name: Arbor Commons Subdivision
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
Dear Sirs:
On May 23, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your
plan to fill waters for the purpose of constructing a residential subdivision in Wake County. Approval from DWQ is required
to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your
reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. The stormwater discharges at the location on the plans labeled nutrient removal device will not provide
diffuse flow through the buffer because it is not designed to do so. Please revise the plans and provide
calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to
achieve diffuse flow through the entire buffer' then it may be necessary to provide stormwater
management practices that remove nutrients before the stormwater can be discharged through the
buffer. The device shown is a level spreader that will not be,considered to remove nitrogen due to its
design and location in the landscape.
2. It appears that the road depicted as "Impact Area 1" can be realigned closer to a perpendicular angle to
the stream to minimize impacts. Please realign the road or provide justification as to why it can not be
realigned.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or
by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider
it withdrawn.
Sincerely,
Dorney
Ol ater Quality Ce fic tion Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Spaulding & Norris, 972 Trinity Road, Raleigh, NC 27607
°TTar
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NO 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NO 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

T'
'AULDING
S. PA
Planning • Civil Engineering *Environmental
August 29, 2003
Mr. Todd St. John
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
rllnny
IN-
'INETt ATS 1 14,01 GROUP

! TER QUALITYSECTION
Re: Additional Information Request for Arbor Commons Subdivision
Holly S gs, Wake County
003
N DWQ # 03-0639
Dear. Mr. t. C?
Spaulding & Norris, PA, recently received a letter from your office dated August 22,
2003, requesting additional information for Arbor Commons Subdivision in Holly
Springs (Wake County). Our responses follow your detailed information requests listed
below:
The stormwater discharges at the location on the plans labeled nutrient removal
device will not provide diffuse flow through the buffer because it is not designed to do
so. Please revise the plans and provide calculations to show that diffuse flow will be
achieved through the entire buffer. ff it is not possible to achieve diffuse flow through
the entire buffer, then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the
buffer. The device shown is a level spreader that will not be considered to remove
nitrogen due to its design and location in the landscape.
U We, are aware that the nutrient removal device will not provide diffuse flow through
Due to spatial constraints on this site, I met with you on March 10, 2003, to discuss
options for stormwater management for this project. During this meeting, I explained
in detail the constraints that limit stormwater treatment options. Jointly, you and I
reviewed the site plan and discussed stormwater treatment options. During this
the buffer. We are also aware that the device shown is merely a level spreader that
will not provide diffuse flow through the entire buffer, hence, it was called a "nutrient
removal device". The-device will provide stormwater treatment by acting as an
extended dry detention -basin that will likely convert. into an ephemeral wetland. It
will also provide. some degree of flow diffusion through stream buffers. Some areas
will flow through less than 50-feet of buffer before entering streams and some areas
will flow through more than 50-feet of buffer before entering streams.
Phone: [phone] • Fax: [phone] Trinity Road • Raleigh, North Carolina 27607
meeting, you recommended the nutrient removal device, as illustrated on previously
submitted materials, as an acceptable alternative method for treating stormwater
runoff from this site.
.
In order to reach an acceptable solution to your comment above, I contacted you via
telephone on August 28, 2003, to discuss stormwater treatment. As you mentioned in
our telephone conversation, a Minor Variance will be required for the structure to be
constructed as illustrated and you agreed to issue the variance. During this
C? conversation, we agreed that the "nutrient removal device" illustrated on previously
submitted plans would provide an acceptable amount of stormwater treatment for this
site, provided certain conditions for the structure's maintenance were met. The
Owner agrees to provide an easement around the structure and to place a deed
notification on the lot containing the structure. Additionally, the existing Arbor
Creek Homeowner's Association, or its successor, will maintain the structure in
perpetuity. A signed and notarized operation and maintenance agreement will be
submitted to you as soon as it is received from the Owner. We agreed that these
measures will assure that this structure remains functional in the future.
2. It appears that the road depicted as "Impact Area 1 " can be realigned closer to a
perpendicular angle to the stream to minimize impacts. Please realign the road or
provide justification as to why it can not be realigned.
In theory, the road depicted as "Impact Area 1" could in fact be realigned closer to a
perpendicular angle to the stream. However, the Town of Holly Springs has required
that the road be constructed within the existing right-of-way as illustrated on the
attached cadastral map printed from Wake County's GIS website. This existing right-
of-way has been reserved for this road since early 1996. A letter from the Town of
Holly Springs, stating their requirement for this road connection to Sunset Lake Road,
was attached to our most recent correspondence with your office regarding this
project. A second copy of this letter is attached for your reference.
Thank you in advance for reviewing this additional information. Do not hesitate to
contact me if you have questions, comments or concerns about this additional
information.
Sincerely,
Scott Mitchell
Environmental Engineer / Scientist
Cc: Mr. Roy Conoly, Spaulding & Norris, PA

Vegetated diversion ?y 4'..a• P we
Transition
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a + .'.i'` °' y "• ?i,,t.?' / ?• r v V '-"Stabilized
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undisturbed ",. w a..`?i. rl ?•' t? ?•?`? ) > '?" "? `' w..l too
outlet ?? 1. y
6. 41.
lit-
VOL
Cross Section
Material Variable
stapled in
place _ -
6
,... -VIII _--min
LevelUp -" (i Iff-?I : IIII=I
Of Spreader
GI I I I ?IU IiT-II1 ' 11 I ?(L!!
Burl
6, min
??__ ??? `IIII
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FIW" 0.40b pawl of b"af aWaAW wM aaoYon
NUTRIENT REMOVAL DEVICE

11
NUTRIENT REMOVAL DEVICE (not to SCale)
t.
o?

http://imaps.co.wake.nc.us/output/enviro-GIS10122412486139.png 8/28/03

187(i
tn IT n
i 4
THE TOWN OF
August 15, 2003
Holly 1
Springs
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
RE: Roadway Connection
The Arbor Commons Drive connection to Sunset Lake Road was a revised part of
the Arbor Creek PUD approved on January 16, 1996. This roadway connection is
a vital part of the roadway interconnectivity of PUD, for which the Town worked
with NCDOT to limit the number of entrances onto NCDOT roads. Limiting the
number of entrances required good interconnectivity within the project. The
Arbor Creek PUD has almost been built out at this time, and this connection is
part of the last phase.
This roadway and pedestrian connection will service several parcels of property,
including a shopping center site which will need an entrance on Sunset Lake
Road. This street will allow internal connectivity to the entire subdivision.
At the developer's request, we are providing this letter to document the desire of
the Town to have this roadway connection. If you have any questions, please
contact me directly at (919) 557-21908 or Stephanie L. Sudano, P.E., Director of
Engineering at [phone].
Sincerely,
eo P.O. Box 8 Rodney L. Campbell
128 S. Main Street Development Inspector Administrator
Holly Springs, N.C. 27540
[phone] RLC/kmw
Fax: [phone] cc: Stephanie L. Sudano, P.E., Director of Engineering
Mayor's Office Fax: 30462
[phone]
`o?oF WAr?gc
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
September 8, 2003
DWQ # 03-0639
Wake County
Project Name: Arbor Commons Subdivision
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
Dear Sirs:
On August 29, 2003 the Division of Water Quality (DWQ) received additional information regarding your
application regarding your plan to fill waters for the purpose of constructing a residential subdivision in Wake County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin
to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please provide additional design detail that shows that the proposed device will function as a wetland
as opposed to a dry detention basin. .
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or
by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider
it withdrawn.
Sincerely,
JRD/bs
R. orney
1 ater Quality Certific tion Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Spaulding & Norris, 972 Trinity Road, Raleigh, NC 27607

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address).
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hftpJ/h2o.enr.state.nc.us/ncwe0ands
n
Wetland Delineation,
Mapping & Consulting
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
Delineations Plus
September 30, 2004
Mr. John Dorney
NC Department of Environment & Natural Resources
Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
or.r o i 2004
46`htiW"JEH4Msl,TItOIPP
AT' "J M%idiWORMAMR BRM
Phone: [phone]
Fax: [phone]
RE: Arbor Commons Subdivision, Commons Drive, Holly Springs, NC, DWQ Project # 03-0639 321
Dear Mr. Dorney:
I am writing you on behalf of one of my clients, Arbor Creek Associates, concerning the Arbor
Commons Subdivision, Commons Drive, Holly Springs, NC, DWQ Project # 03-0639. This project was
approved by your office and issued a Letter of Approval for Water Quality Certification GC 3402 on
October 20th, 2003. That permit was conditional on Arbor Creek Associates paying into the Wetland
Restoration Fund & the Riparian Buffer Restoration Fund (now combined into the Ecosystem
Enhancement Program, [EEP]) for stream mitigation and buffer mitigation. Arbor Creek Associates did
not make those payments at that time. The project then stalled.
Now, Arbor Creek Associates would like to proceed with the project. The project was issued a
Nationwide Permit 39 by the Raleigh Regulatory Office of the Wilmington District of the US Army Corps
of Engineers. That permit is still valid.
Arbor Creek Associates will clear the mitigation requests with the EEP, and will then make the
appropriate payments to the EEP for the amounts of stream mitigation and buffer mitigation specified in
the conditions of the 401 Approval issued on October 20, 2003. In addition, Arbor Creek Associates will
comply with all other conditions stated in the 401 Approval.
Given the above actions, can Arbor Creek Associates proceed with development of Arbor
Commons Subdivision under the authorization of the previously issued 401 Water Quality Certification?
-Please let me know if you believe that the project may proceed under this Certification, or if we have to
reapply for another 401 Water Quality Certification.
Thank you for your swift guidance and assistance on this matter. Attached is an agent
thori ation 1 (t. If you need any other documents, please let me know.
MPP
Delineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
[e-mail]

1-1 _%. DELMAT'IONS PLUS
wdwr aw?r;o.
»? a tontuJtt?
ON 1.itkh"A.U t104
KNWO,NC r?613
AAnat j&attberriwj4oa Form
Name: _PLQfL CRff,K-SOC.1 A4
address: Po 22 q.i
Phone: 6*(# -f X 5 -
Pww :%032-nI7
ftc t9eblMnr1
Yrajoctname /dawriptiaa: rCriN& roc erV? - R4s?DS?t?:1As- ? ??s?o??
Date:.. i L2°_ t_
The Deparuneat oftbe Array
US Many Corps ofEngiams
WUMIAgwn District
Raleigh Regulatory Fidd Office
5508 Falls of the Ne" Rd. Suitt 120
Raleigh, NC 27615
Attn: Ms.Audm aWado
Re:: Watknds & Strraen ConsuldeS & Pe warting
Thar Ms. wade,
1, the r.==t property oww, hereby designate and suth0rlae Lklineations Plus no am on
my behalf as my agemt in the plnooasing of Pwzlt applicatt0tss, 10 fm"' I UP011 request
supple tnental lnforrrx4tion in support of appReatiocs, erbe., from this &y forwwd. This is the
day of .2mg.
This noditudon supawks any previous cormspondanca concerning the sgew far this
prgJ7w:L
PRINT OwaWs nmw
PROPEX r Ows>,er's aigt ram
Cc. Mr. Jobe Drernoy
NCDENR
DiVww of wmw Qttww
401 Wedadds Urnt
2321 Crabtroe Blvd. Suite: 250
Raleig, NC 27604-2260

TO: Ms. Cyndi Karoly
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
FAX:
ATTN: Ms. Cyndi Karoly 733-9721
JOB CODE: DWQ Project # 03-0639
DATE: May 31, 2005
X Attached:
and --
X Under separate cover:

No. Copies Description
1 Letter requesting review of Modified Stormwater Plan
for Arbor Commons Subdivision, Commons Drive, Holly Springs, Wake County, NC.,
with Attachments. '
1 Stormwater calculations
1 Stormwater BMP checklist [All Enclosed.]

1 set Stormwater plans [Separate Enclosure]

Notes:
VIA FAX -PAGES Including this Cover
OVERNIGHT
_ MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO:
RECEiv ED BY:
DATE:
X FOR YOUR REVIEW
FOR YOUR APPROVAL
_ FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
SIGN:
falhan Hopkins, qP
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 [e-mail]
Please notify us immediately if enclosures are not as noted

SPAULDING & NORRIS, PA
Civil Engineering & Planning
June 20, 2003
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260

JUN 2 0 2003

0'a0639
Re: Additional Information for Arbor Commons Subdivision - Holly Springs,
Wake Co.
DWQ # 03-0639
S&N Project # 366-02
Dear Mr. Dorney,
Spaulding & Norris, recently received your letter dated May 30, 2003, requesting
additional information for Arbor Creek Subdivision in Holly Springs. The purpose of
this letter is to inform you that we are actively working on a response that will address all
issues raised in your letter dated May 30, 2003. Please accept this letter as confirmation
that the Owner does not wish to have the project or application withdrawn. Our fmalized
response if very near completion and we anticipate having this response to you by June
27, 2003.
Sincerely,
X64 ??
Scott Mitchell, PE, LSS
Environmental Engineer/Scientist
cc: Mr. Roy Conoly, Spaulding & Norris, PA
Phone: [phone] * Fax: [phone] Trinity Road • Raleigh, North Carolina 27607
SPAULDING & NORRIS, PA
Civil Engineering & Planning
June 20 20M
Mr. Todd St. John
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
Re: Greenway Trails for Autumn Park PUD
Holly Springs, Wake County
DWQ # 02-1271
S&N Project # 308-01
Dear Mr. St. John,
I! r
f J U
i
JUN 2 0 2003
63', r F.. -z
On August 8, 2002, Spaulding & Norris submitted a PCN Application for various wetland and Neuse
Buffer impacts within the proposed Autumn Park Subdivision. This Application included impacts for a
paved asphalt greenway. On October 3, 2003, your office issued an "APPROVAL of 401 Water Quality
Certification and Neuse River Buffer Rules with Additional Conditions" for this project. Additional
Condition #2 of this Certification required that BMPs capable of removing 85% TSS be designed and
operational on this site prior to occupation of any permanent building. In response to this condition, the
Owner decided to reduce the project total impervious area below 30% in an effort to reduce stormwater
impacts.and:hen=requestthat DWQ it4ui rent of design and installation of BMPs
throughout the site. As part of the Owner's effort to reduce total impervious area on the site, permission
was sought from The Town of Holly Springs to change the proposed greenway trails from asphalt to mulch.
In a letter to you dated January 24, 2003,1 stated that the Owner had received verbal approval from The
Town of Holly Springs to make.this.change from asphalt to mulch and impervious area calculations were
adjusted accordingly.
During a regularly,scheduled Town Board Meeting on June 17, 2003, Commissioners for the Town of
Holly Springs decided not to accept the change in proposed greenway materials from asphalt to mulch.
The main reason stated for not accepting this change was increased maintenance due to lack of durability as
compared to asphalt. Please note that the total impervious area for this project with the asphalt greenway
included is 29.8% as opposed to 29.2% if mulch is substituted for the greenway pavement. Detailed
calculations supporting both of these impervious percentage calculations were included with
correspondences sent to your attention on November 20, 2002,.and January-A 20W3 respectiv ft,,
While not clearly required by the February 25, 2003, "APPROVAL of 401 Water Quality Certification and
Neuse River Buffer Rules with Additional Conditions", the Owner herein formally requests your
permission to keep the proposed greenway trails asphalt as required by the Commissioners of the Town of
Holly Springs. Thank you in advance for your time spent reviewing this request. Please call me if you
have any questions, comments or concerns about this request or if you require additional information to
process this request.
Sincerely,
Scott Mitchell, PE, LSS
Environmental Engineer/Scientist
Phone: [phone] • Fax: [phone] * 972 Trinity Road • Raleigh, North Carolina 27607
OF vvnt?9 Michael F. Easley, Governor
p William G. Ross Jr., Secretary
d Gy North Carolina Department of Environment and Natural Resources
> Alan Klimek, P.E., Director Division of Water Quality
`
May 30, 2003
DWQ # 03-0639
Wake County .
Project Name: Arbor Commons Subdivision
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
Dear Sirs:
On May 23, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of constructing a residential subdivision in
Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Please provide cross section details showing the provisions for aquatic life passage.
2. Please provide detail for the stormwater management practices.
3. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
4. This Office believes that the road crossing labeled on the plans as Impact Area 1 can be
eliminated or moved to avoid the impacts to the stream and buffers. Please revise the plans
to avoid the impacts. No information was presented to show why the entrance on Sunset
Lake Road is necessary or why it cannot be moved.
This Office believes that the road crossing on the plans Impact Area 1 & 7 can be moved or
reconfigured to minimize the impacts to the stream, buffer and wetland. Please indicate
whether this adjustment is possible.
6. 337 linear feet of compensatory stream mitigation may be required for this project if the
streams are perennial. If so, please provide a compensatory mitigation plan. The plan must
conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of
impacts proposed. Please contact Steve Mitchell or Debbie Edwards of our Raleigh Regional
Office at 919-571-4700 or Dave Penrose of the Central Office at 919-733-1786 to make a
perennial stream determination.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in NRA
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands
rage z
Project Name: Arbor Commons Subdivision
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when
this information is received. If we do not hear from you by writing or by fax at [phone] within
three (3) weeks we will assume you no longer want to pursue the project and will consider it
withdrawn.
Program.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Spaulding & Norris, 972 Trinity Road, Raleigh, NC 27607
Sincerely,
Waters (acres)
Buffers (square feet)
The following condition is recommended when a stormwater management plan is required. This
typically applies to projects that are over 30% impervious or have concentrated areas of development
within a project that are over 30% impervious. It is recommended that the need for a stormwater
management plan be established prior to issuing any approvals. The applicant should also demonstrate
that there is adequate space allotted for the proposed BMP and that an the BMP appropriate to the
stream classification is used (i.e. wetlands, pond with forested filter strip, or bioretention in sensitive
watersheds per the GC's).
$$) Written Stormwater Management Plan (Final Plan Needed)
An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this
Office before the impacts specified in this Certification occur per Condition No. in GC No.
. The stormwater management plan must include plans and specifications for stormwater
management facilities that are appropriate for surface waters classified as and designed
to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best
Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before
any permanent building is occupied at the subject site, the facilities (as approved by this Office)
shall be constructed and operational, and the stormwater management plan (as approved by
this Office) shall be implemented. The structural stormwater practices as approved by this Office
as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water
Quality.
(Optional Paragraphs)
The above condition shall apply unless it is demonstrated in writing to the satisfaction of this
Office that the impervious area of the entire, built-out project shall be less than 30% and that
there are no areas of concentrated impervious area over 30% within the project such as, but not
limited to, commercial areas, multi-family, clubhouses, maintenance areas, etc.
There shall be no direct discharges to streams from fairways, tee areas, or greens.
A State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition.
Note: The sentence that discusses the 85% TSS removal design standard can be eliminated or
modified to reflect a plan not designed to meet 85% TSS removal, etc.
Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater manage a plans er Tforr
date /) , must be implemented and the stormwater
management facilities shall be constr c d and operational before any permanent building is
occupied at the subject site. The structural stormwater practices as approved by this Office as
well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water
Quality.
TO: Ms. Cyndi Karoly
DWQ Wetlands Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604-2260
FAX:
ATTN: Ms. Cyndi Karoly 733-9721
3 - 2-1
JOB CODE: DWQ Project # 03-0639
DATE: May 31, 2005
X Attached:
and
X Under separate cover:
................. .........
...........
No. Copies Description
1 Letter requesting review of Modified Stormwater Plan
for Arbor Commons Subdivision, Commons Drive, Holly Springs, Wake County, NC.,
with Attachments.
1 Stormwater calculations
1 Stormwater BMP checklist [All Enclosed.]

1 set Stormwater plans [Separate Enclosure]

Notes:
" G
lJ
/-'e vi try
D JUN 2 _ 2005
DEMR - WATER QUALITY
VETYkSANDSMR1A4A;yp, ,
_-ff MHz VIA FAX -PAGES Including this Cover
OVERNIGHT
MAIL
x HAND CARRY
TO BE PICKED UP
COPIES TO: RECEIVED BY:
DATE:
X FOR YOUR REVIEW
FOR YOUR APPROVAL
FOR YOUR USE
_ AS REQUESTED
RETURN COPIES
Delineations Plus Phone: [phone]
PO Box 3097 Fax: [phone]
Chapel Hill, NC 27515-3097 [e-mail]
Please notify us immediately if enclosures are not as noted
Wetlands Tracking 401s
Facility Name Arbor Commons Subdivision

Project Number 03 0639 ? Express
Project Type purpose of residential subdivision ( County Wake
Location UT to Middle Creek Holly Springs ( County2
Received From APP I COE ID # Region Raleigh
Received Date May 23, 2003 I COE Susp Date I Reg. Contact
Sent to Region Date 9/26/2003 DCM Susp Date APPLICATION FEE INFO

Rcvd Region Date (
TIP Number I i
Payment Date 5/23/2003
October 20, 2003
Last Action Date I 7
More Info Requested 5/30/..003 I
Amount Paid $475.00I
Last Action Issue General I More Info Received 9/19/2003 I Payor Arbor Creek I
Latitude (ddmmss) Mitigation ? Y Check # 3641
Longitude (ddmmss) I COC Received Date

Public Notice Written I Public Notice Comment Period I1
Date ReceivedDate Ends Date
Certificates Stream Area "` sfYCar•
(acres) , Area r Length + Length I
(
Permit Wetland Wetland

T e Cert # Type Im act Score
YP P
Class Wetland ' Req
(acres) (feet) (feet)
Stream Subbasin
Index Prim. Su j Class . A r. Re A r.
PP. Q _
39 3402 --.-=IL S Y ON 27-43-15-(l NSW 030403 non 0.05 0.05 337.00
3i
NBR I BA I Buffers IS Y ON I 030403 1 error ]
1 0.621 0.621 0 i;
ON Total for 401:', 0.67 337.00
WRP Mitigation
i Mitigation Project Wetland Wetland Area Length Completion
MitigationType Number Type Class (acres) (feet) Date Subbasin
Stream WRP S eam stream 246.00 30,403.0
Buffer WRP Buffers error 0.93 1 30,403.0

Total Mitigation: 0.93 246.00
Stream Impacts (ft.)
Peren- inter- F-
nial mittent
?? 337.00
Triage Check List
Date:
f- '14 -off
Project Name: Arbon' CnAn4
DWQ#: 03-QG ,?44
County: yJ NLE
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
[Sk RRO Steve Mitchell
From: WL G? Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? 'Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? T Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
.? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
DWQ# Date 1 Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? .Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. 4 a-ma.-S A-t"? row
? Please indicate the diffuse flow provision measures on the site plan. amp z=w.p?tt? 1" c? , ._
he Sccclose, ? c,
? Please indicate whether or not the proposed impacts already been conducted. z-p4 z, l?
Avoidance and/or Minimization Not Provided ?`?"^""LG ??`? • ?I e?,e?? F? ,,
??'?+? or ?n,v: Zt j?sL,`b: cGl^4?.- a S Iv
? hhe labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project. h - f be
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured t `minimize the impacts to the
Please revise the plans to minimize the impacts. 0 rmDV046&0
The stormwater discharges at the location on the plans labeled AKA r will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
` is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. dm"W 51.4 tr4
Other 1? ?, a 441'r ? /e CaKy'1
446-W. '*ernAAt i0y ? 14 # 6 0 491 '? .
? The application fee was insufficient because over 150 feet of stream and/or over 1 acr?of wetland impacts were regTested. Please ,
provide $ This additional fee must be received before your application can be reviewed. fj
? Please complete Section(s) on the application.
L
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
r_1 Please indicate which 404 Permit the USACE would use to authorize this nroiect.
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Gass Mail
Postage & Fees Paid
Permit No. G-10

¦ 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 vou.
¦ Attach this card to the back of the rriaiipiece,
or on the front if space permits.
Article Addressed to:
Arbor Creek\
6729 Falls of
Raleigh, NC
03-0639 - W
Ruite 200
a?Gl'CDJ
B. Re ived by (P ' ed Name) C. Date of Deliver)
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: 0 No
' 9l
3. Service Type
O
OCertified Mail Mail'
? Registered t for rchandisr
? Insured Mail ? C.O.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 3150 0004 9315 3506
(rransfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-154
.?O SY Triage Un-riola Letter 4-tJ 3iarr',vuL.acL
Plan Detail Incomplete
? Please provide a location map for the project ' `;
? . Please show all stream impacts including all fill sloP es, dissipators, and bank stabilization on the site plan.
Q Please show all wetland impacts including fill slopes on the site plan.
Q Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? * Please indicate the location of the protected buffers as ova days on the site plan.
?. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan. . `
`? Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater management practices f .T
Please specify'the percent of project imperviousness area based on the estimated built-out conditions.
'Cl Please indicate all stormwater outfalis on the site plan.
? Please Indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed Impacts already been conducted.
Avoidance and/or Nrdmlzaflon Not Provided
C! The. on the plans does not appear to ben ry. Please eliminate the or provide additional information as to why
it Is necessary.for this project [peg;
, ®r dtl ?K
i This Office believes that theta labeled on the plans as can be to avoid the i acts to the sr• Please //
revise the plans to avoid the impacts, No in a?,+Fr`+y?t 6vas per,,, y4a SAO.V t ? G?1f+?tittL aafGr?y
This Office believes Who © `la?stssfon tfiQ plans rw ° Y t can be moved or reconfigured to minimize the impacts to the _?. Pleases
•` _ B'MRil?BGtS.- ,?Y°r`r s' ..,. ,ai,° .:? wff `,,, ?..h ti '.? •. 'il1.:. ?"t.' S J - ; )' Y• 4 - e<?"q?`? .,., 'i?°1 I_,,,' :t' ?+'??iQ/?
y a , sJ :;-
? The stonmwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please `C
revise the plans and provide calculationsto show that diffuse flow will be achieved through the entire buffer. ff It is not possible to achieve diffuse
flow through the entire buffer then. it maybe necessary to provide stormwater management ptactices that remove nutrients before the stormwater ; .?
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland Impact was requested. Please provide $'
This additional fee must be received before your application can be reviewed:
? Please complete Section(s) on the application. 6
.a Please provide a signed copy of the applicaflon.
? Please provide copies of the application, copies of the site plans and other supporting information.
`Mitigation " .
33 7 compensatoryk? nlga4'?htloneaq? utred ? Sal
for this project. (ease provide a compensatory mitigation plan. The plan must conform .
f ' to the requirements in 15 A NCAC 2H .0500 and dust be appropriate to thelype of Impacts proposed flAiv- c L> ccl 5r6t
? Please Indicate which 404 Permit the USACE would use to authorize this project. /
?s
.
a

J:0
¦ 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 sWce permits.
A.
B. Received by (Printed Name)
13
1. Article Addresse .to
- 1sfP
Arbor Creek Associates
6729 Falls of the Neuse Road, Suite 200
Raleigh, NC 27624
DWQ# 03-0639 - Wake l?.
C. Date of Deliver
address different from Rem 1? ? Yes
or delivery address below. ? No
FE-efitified Mail ? Express Mail
? Registered Ot Return Receipt for Merchandis
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 2373
(Transfer from service label).
F'S`"-Fbr'ra?''36'1'1-August Elb 13! !1I1?!!??y ill !! ! !I !!lI?:IFI 102595-02-M-154
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
a
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
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:
Arbor Creek Associates
5729 Falls of the Neuse Road, Suite 200
[2aleigh, NC27624
DWQ# 03-0639 - Wake
A. Signature
?. Q ? Agent
? Addre
is deiiveryaddress different from item 17 ? Yes
If YES, enter delivery address below: ? No
3. Type
Certified Mail ? Express Mail
? Registered ?lketurn Receipt for Merchandis
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
:. Article Number
(Transfer from service IabelJ 7002 2.41-rj 11333,; 3275. 2369
'S Form 3811, August 2001 1 Domestic Return Receipt 102595-02-M-151
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage ? Fees Paid
Permit No. G-10
1 1 ii t i}} 3i {{i i
/ _
• I
~ ~ pp ~~a ~ ~
~ I~ ' G - 200a ~~N
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SHEET C VER H T SEE
SHEET C IT P N S E LA

SHEET C LIGHTIN P G LAN B Y PRO R ESS ENERGY
lj SHEET C LAND CAPE
S PLAN
.~+~a. SHEET C UTILITY P N LA . ~
i SHEET SAN TAR I Y SEW R E PL N A & PR OFIL E
~ ~ i GRADIN & T SHEET G S ORM D RAINA E P N G LA
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I ~0 CO M ON T C DRI HEE S VE S S T EET S AN PR & FILE
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SHEET C ON STR U T C I N
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1 SHEET C N T TI ND ET L SH EET
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~ ~ ~ ~ ~~k~k PUBLIC INFRASTRUCTURE SUMMARY
A pl' ~ ~ / r~ ~ / ~I ~ 1 11 r / \ i STREETS SANITARY SEWER WATER SYSTEM
i~ , II ~
II ii i~ 435 LF 8" PVC - 804 LF 8" DIP W - /L 435 LF
`p 4" DIP W/L -182 LF
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J ~ SPIKE SET IN THE NORTH SIDE OF EXISTING 15 II .I I RAILROAD II ' ~ NATION =391.20' NAVD88 . TREE LOCATED ~ ~
II ,\PII~E TREE, ELE ( ) APPRO)ZIMATELY 472' SOUTH ON SUNSET LAKE ROAD FROM
FUT~fI RE COMt+QONS DRIVE INTERSECTION. ~
I . ~ : ~ I 1 , TOWN OF HOLLY SPRINGS CERTIFICATION
,
,,V 11 1 THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS AND ADOPTED
~ I ) ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS. THESE PLANS WERE
PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW, CERTIFIES THAT THE TOWN OF
~ ~ HOLLY SPRINGS ENGINEERING DESIGN, CONSTRUCTION AND STANDARDS HAVE BEEN THOROUGHLY REVIEWED
\'i ` ' i 'I FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE
STANDARDS ARE LISTED SPECIFICALLY ON SHEET OF THE DRAWINGS.
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Raleigh, NU 27613 UQ
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# REVISIONS
~ ~ ~ \ 1 PER HOLLY SPRINGS REVIEW
~ l i , 1~ I \ \ 1 ` \ ~ ' e 11 15 04 \ ` ~ ~
1 V~ i y ~ I~ v v v v \ ~ v PER HOLLY SPRINGS REVIEW \ \ \ ~ ~ ..4 U 2 02/14/05
~ ~ ~ ~ ~ 1 A _ A \ ~ ~ \ A \ \ ~ ~ti \ ~ \ ~ ~ \ \ \ ` ~ PER HOLLY SPRINGS REVIEW
i, \ 1 ~ 3 04/25/05
~ A \
\ V A • .,ti A ~ ~ ~ \ - \ \ y
~ ~ V A ~ ~ A v \ \ ~ \ v ~ ~ ~ ~ a \ ~ ~ ~ A ~
A ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ A \ \ . ti, ~ ~ ~ ~
)v i ~ \ \ \ \ \ \ \ ~
ti ~ ~ -h / ~ v v ~ ~ S ~ •z
100~YR FLOOD CK ATEk ~ I / " ~ ` ~ \ ~ ~ 1 ~ / \ V V A ~ \ ELEVA ON 37 74 i ~ ~ ~ \ ~ A ~ u~ \ \ ~ 4 ~ ~ ° \ ~ ~ STORM CHART
~ ~ ~ ~ i , y~ I ~ ~ 1 I ~ FUT~E GR~t INO A -
~ ' t ~ 1 i ~ ~ \ BACKWATER ~ EASE~iEN~j \ ~ 'CULVE \ ~ \ \ y r f A v
~ \ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ y r ~ I ~ 14 \ \ ~ ~ ~ ~ 1' ~ l~ ` INLET RIM INUf. IN INVf. OUT OUTLET PIPE
~ ~ ~ 1 I ` ~ I \ ~ ~ i/ / ~ ~ V y ~
ti 1 ~ ~ I \ \
7 ~ 1 , 1 i ~ ~ ~ A i I \ v v V V A v v FES 1 - - 371.00 - , \ \
V ` ~ ~ \ \ 1 11 ~ \ \ \ ~ ` \ \ \ CB 2 317.77 371.50 371.40 29 - 18 RCP ®1.38
~ ~ ~ ~ ~ \ ~ ~ 1 ~ ~ v \ \ ~ \ ~ \ \ ,E \ 1 p
~ ! ~ J ~ ~ ~ ~ V ~ v , ~ I ~ 1 ~ \ ~ ~ v \ ~ ~ ~ ~ \ \ CB 3 377.58 - 312.10 29 - 18 RCP ®2.107
~ ~ / ~ CHIWNEL "A" ~ ~ i t ~ 1 V ~ , A v v CB 4 378.89 312.92 372.82 55 - 18 RCP ®2.40% \ \ ~ \ ~ \
\ ~ / / / ~ Y LINED G S CH NEL ~ ' - ~ ~ ~ r. PERMANENTL ~ `t - ~ I ~ ~ 1 ~ v ~ \ CH~t ° ~ ~ V ~ A v \ ~ v ~ v CB 5 378.89 373.28 373.18 26' - 15" RCP ®1.007
\ \ ~ ~ - SEE DETAIL ~HI$ SH ~ ~ ~ v v v \ \ \ \ Ac ~ ~ ~ ~ ` v ~ v v YI 6 376.00 - 373,50 22' - 15p RCP ®1.00%
~ / / ' ~ ~ ~ \ ~ ~ 0.047 AC ~ I ~ 1 i i ` ~ ~ ~ ~ ~ V \ ,y \
~ / ~ / ~ ~ A \ V ~ \ A ` r ~ ~ ` v ~ ` v ~ CB 7 385.80 380.66 380.56 142' - 15" RCP ~ 5.13q ~ \ \ ~ \
/ ~ t \ 1 ~ l l ~ i ~ v\ ~ \ ~ ~ ~ ~ ~ CB 8 385.80 - 382.50 26 - 15 RCP ~ 7.08% \ \ \ t , \ \
\ ~ ~ ~ a JB 9A 385.80 315.81 375.71 108 15 RCP ~ 6.60
\ ~ ~ \ ~ ~ \ ` \ \ \ ~ \ \ ` TES 9 375.00
~ ~ - \ AA
1 , I \ \ ~ ~ ` ~ ~ ~ ` \ MH 10 7. 0 316.77 376.67 123' - 15p RCP ~ 0.70% ~ A v ~ v - EX 38 9
I ~ I r ~ ~ / ~ 1 1 1 ~ V ~ ~ ~ \ ~ \
4 t ~ ~ v I ! ~~~j! ~ ~ ~ ~ r / ~ i t i ~ v ~ ~ \ ~ A ~ A ~ ~ `w \
~ ~ ~ I ~ 1 ~ I MmIMUM FFE ~ 381.00 , ~ ! I ~ v A, , ~ \ ~ ~ A \ \ ~
i ; i ;MINIMUM FFE ~ 383.01 / ~ , ~ % / / r ~ V P ~ ~ ~ ~ ' ~ \ V ° / ~ ~ / / ~ C~3 ; ~\V A v \ \ ~ \ \ ~ : ~ v ~v ~ y ~ e v ~
I ~ ~ i I " ~ ~ / / / Q ~ \ 15 RCPT
\ \ ~ ~
I ~ ' ~ ~ \ V ~ i ~ ~ / / A
" t 1, ~ ~ ~,I ~ ~ v ~ v ` ~ / R - A~ ~ ~ ~ V ~ \ v ~
( i I , ~ V A \ \ ~ MINIMUM FFE = 81.00 i .x i~. I~ "I ~ ~ ~ ~ A ~ , rn~ ~ ~ 1 ~ \ \ 1 / W ~ v ~ ~ ~ PERMANENT CHANNEL A
J~~.,~ ~ 11 V A ~ A \ fE ~ V ~ r / 18iRCP I' ~f ~ il;l~ 1 I ~ ~ Ai O~ATE~ WE1L A PRIVAP(= ~ y ~ y v v A 7
~ ~ ~ ~ i I", ~ ~ ~ \ ~ ~ ~ ~ \ DRAT GE < S 1 / ~ I ~ ,I ~ ~ ~ ~ 0.033 ACRES Wr i ~ / ~ ~ ~ \ \ ~ / s tO~Q-YR \ ~ \
(I l I I I ~ ~ ~ A \ EAS ENT r ~ ~ ~ 1 ~ ~ 1 l ` ~ V A ~ i / / I 369.7 \ \
~ ~ ~ ~ ~ ~ \ ~ ~ A t. X 8 \ \ 1 "~P , III \ ~ s \ / i ~ 1 ~ ~ X \ ~ i y ~ \ v ~
1 F~RNATE\ ~ A V ~ ( % v lif ~ ~~~~,1, I D NAG \ A \ ~ ~ ~ 5 / ~
~ EME ~ ~ \ '.~l ~ I' ~ v v v ~ \ i a 4 ~ ~ \ ~ y W ~ \ , \ \
ri.' ~i~ ~ \ \ V A A ~ I~ ! \ ~ [i ilk V \ ~ V ~ W ~ ~ ~ . v - GRASS LINED WITH NORTN AMERICAN GREEN
I " ~ I JI°,I ~ \ ~ ~ f _ \ \ S75/S758N TEMPORARY LINER OR APPROVED EQUAL ~ w ~ t y z~ A v
t ~ DRAIN 1" J I; ~ ~ I1 ~ ~ A ~ \ EASaM~IT1 .r ~ d.- \
~ !I ~I~ ~ . 3~ ~ \ \ V ~ ~ - - \ ~ ~ w 1 ~ ~ ~ TLANC7 ~ A ,
i~ ( ~ J'' \ v ~ ~ ~ - ~ A 1 ~ ~ ~ ~ ~ '1 ~ W y \ \ - ~ ~ ~ 0.63, r'-_
1 s` ~ ~ \
1 _ ~ v \ ~ _ ~ ~ I l~ _ ~ ~ - ~ WWNEL ~ ~ / i III y \ i ~ - ~ ~ ~ A y ~ y ~ ` ~ ~ ~ 100-YR
I i ~ " ~ ~ ~ \ \ ~ ~ _ 0.015 ~ V \ t ti ti~ - I ~ ~ ~ A ; ti~ E_ ~ ~ \ ~ ~ ~ ~ -36 .~54
~ I ~ ' " ~ I , ~ ~ 'sue', ~ V ~ I / ~ ~ PRNATE~ ~ V A A ~y. ~ ~ ~ ~ y ~L V A / ~ .
I ~ ~ ~ ~ ; i ! t ~ ~ - - ~ ~ \ V ~ ~ ~ EASEM \ A ~ \ 0.0 A~RES~ ~ A \ 1 ~ ti ~~.1~, ~ ~ ~ 3 F-~ \ ~ \ ~ ~ ~ ~ ~ ~ y ~ , ~ NOTE: SAME DATUM USED BY SPAULDING & NORRIS FOR DESIGN OF ADJACENT
/ - ~ / - ~ l i \ 1 / - t \ ~ ~ \ \ l l ~ ~ ~ A INIf~UM \ \ 1 - ~ ~ W y y y ~ TOWNHOME DEVELOPMENT WAS USED IN THE DESIGN FOR THIS DEVELOPMENT.
t~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ / ; ~ - Ro A = 37600 uM ~ \ ~ ~ I ~ M""I \ ~ \ _ y W y W ~ ~ THIS DATUM IS THE BENCHMARK REFERENCED TO NAVD88 (LOCATION SHOWN
I~~ , ~ ~ v v v ~ ~ / ~ _ v ~ - ~ ~ ~ \ ~I ~I~ ~ v v y ~ ~ - ~ ~ A \ \ ~ - ~ ON COVER PAGE. THIS BENCHMARK INFORMATION SENT TO SPAULDING & NORRIS \ ~ 1. y, Iy ~Y .Y ~W IY \ ~ ~ ~ \ y \ ~ FOR COORDINATION. BOTH SETS OF PLANS REFERENCE THE SAME BENCHMARK.
~ ~ 395 ~ ~ A / ~ _ ~ V ~ \ ~I I ~ \ v ~ ~ ~ i" - - ~ ~ ~ V A \ ~ I I ~ v v \ \ ~ \ H \ \ ~ I
~ III ICI ~ ~ v ~ ~ s ~ v v v. \ •V ~Y J' V Al ~ A ti \ ~
~ I " ~ ~ f ~ r r ~ - - \ \ ~ - A'CA ~ \ 10' RNA \ ~ \ / t ~f I 1 ~ ~ ~ _ ~ ~ ` \ ~ ~ ~ \ / V V GRAIN ~ ~ t \ ~ \ l \ 4 z ~ I
-1 ~ 1 / ~ ~ A \ \ \ y` ~ \ U \ ~ ~
~ ! " ~ ~ /f` u~ \ ~ 9 / _ - 6 ~ \ \ \ 15" CP \ 035 Al, E.. _ ~ ~ \ ~ ~ 035 ASE.. -,.o. W/ y y W ~ /
Q ~ 1. I I , %t, EX ? ~ . G ~ ~ ~ ~ \ ` \
~ ~ {1 i ~ ! f EX RIM=3 4. 2' , ? ? ~ ~ P~ ~ v \ \ ~ ~ f
/ ,1. ~ { UST RIM TO 2.43 / ~ \ ~ A A ~ ~ ~ ~
; ItaV,FN~=384.62;` ~ ~ ~ \ ~ e \ ~ P i I / / 1 " + I ~ ~ INV- OUT=384 G - \ ~ ~ ~ \ \ ~ ~ --1~ `
I~I,I ~ ~ ~ ~ ~ v ~ r ~ ~ _
i ~ / ~C - I~ ~ r _ ~ / ~ ~ ~ ~ ~ V A \ MINIMUM FFE - A378.0 ~ ~ / l U~
III'i t,; / ~ ~ ~ ~ a ~
I I / \ , X \ / 11 / i ~ , I ~ - / ~ \ / ~~i ~~i ~ / A V ~ / / A V A XI G TO / / / ~ ~ ~ 3)8 i / ~ v~ ~
/ Ci ( / / ~ 1 I ,f f ~ ~ / ~ ~ I ~ I 1 / ~'~o ~ \ ~ / ~ \ / ~ ~ RETAI i ~ l l l l
i o / \ \ j HEIG OX. 2 / / / / l~II~ ///~o v / t I I ) i l ,~~i ~ " 0 ~
/ / V i ~ ~ v / f 1 / I / / v ~ \ 1 ~ ~ ~ / ~I~ I ~ / ~ ~ / / r t 1 1 l , ~ , i
~ ~ ~ ~ / v i/i/ v \ ~ 1 ~ ` / ,r ll/ II ~ ~ ~ v \ ~ / ~ ~ ~ r, ~ i
i
~ - -----~~1 r / / ~ EX RI -396.52 \ V / i ~ t
~ ~si r r / / / ADJUST IM TO 39$.43 \ ~ ~ A / / / 1 ~ l/ t ~ \ / \ 9 i
_ _ _ - - / i i r / V ~~~NV OUT= V ~ ~ ~ ~ ~ 1 / % / / ~ ~ M IMUM FF~ = 380. 0 / / /
r r Opp ` - _ ~ / ~ ~ / A / ~ ~ ~ ~ ~ I 1 / / / / / I
r ~ , i ~ ~ ~ 1_
r / - A ` ~ ~ / - 11
r ~1 ~ ~ - 392 ~ ~ \ ' 396 ~ / ~ _ ~ ~
~ i ~ ~
~
/ / / / RIM-396.70
/ INV IN-387.8' I / INV IN=387.8' I GRAPHIC SCALE
/ INV OUT-387.70 o ~ ~ 20' WIDE PRNATE STORM
/ I , / I / I DRAINAGE EASEMENT
/i , / I ~!~i ~ , I
~ ~ ~ , I ~ ~ I IN E'EET
~ I ~ uu ~ i 1 inch = 30 ft~ PRELIMINARY
1 ~ NOT FOR
\1 CONSTRUCTION
N N >I
e_
ns n Ineerln e
Civil Engineering - Land Development Services
6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: JBE
October 18, 2004 C140
Checked By: JBE

# REVISIONS
uI 1 PER HOLLY SPRINGS REVIEW 11/15/04
PER HOLLY SPRINGS REVIEW
2 02 14 05 / /
~ 1 CONSTRUCTION SE UENCE PER HOLLY SPRINGS REVIEW 4
3 04/25/05
~ ~ ~i 1. INSTALL ALL TREE PROTECTION FENCING.
2. OBTAIN LAND DISTURBANCE PERMIT AND NPDES CONSTRUCTION PERMIT FROM HOLLY SPRINGS
~ AFTER EROSION CONTROL PLAN APPROVAL. 3. ATTEND PRE-CONSTRUCTION CONFERENCE WITH TOWN OF HOLLY SPRINGS STAFF.
'I 1 it 4. INSTALL ALL EROSION CONTROL DEVICES SHOWN, INCLUDING SILT FENCE, SEDIMENT TRAPS,
; I SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE, AND STORM BOX INLET PROTECTION.
~ it 5. OBTAIN CERTIFICATE OF COMPLIANCE FROM THE ENVIRONMENTAL SPECIALIST.
~ ~ I, 6. BEGIN CLEARING AND GRUBBING THE SITE AS NEEDED.
~ ~ CONSTRUCTION SEQUENCE. FOR SANITARI ;E FOR SANI~4RY SEWER S M CROSSING: 7. BEGIN INSTALLATION OF STORM DRAINAGE AND UNDERGROUND UTILITIES.
1. THERE SHALL BE MINIMUM DISTURBANCE JM DISTURBANCE OF THE STREAM AND BANK PRIOR TO SEWER LINE
INSTALLATION.. i~ l 2. STREAM'CROSSING SHALL BE SCHEDULE 8. MONITOR SITE AND EROSION CONTROL MEASURES. ADDITIONAL MEASURES MAY HAVE L BE SCHEDULED TO OCCUR DURING DRY WEATHER. TO 8E INSTALLED TO PREVENT SEDIMENT FROM LEAVING CONSTRUCTION SITE.
3. SEWER SHALL BE INSTALLED t)SING OPE 1ED I~SING OPEN CUT METHOD. 9. ONCE UNDERGROUND DRAINAGE AND UTILITES AR IN P
4. STREAM SHALL BE DAMMED FOR NO LOI IED FOR NO LONGER THAN 8 HOURS. CONTRACTOR SHALL PUMP WA1ER OR E LACE, BRING SITE TO
INSTALL DIVERSION CHANNEL IF NECESSI 5. WHEN INSTALLATION IS COMPLETE, BANK INEL IF NECESSARY. FINISHED SUBGRADE AND PREP FOR STONE AND PAVING. CONSULT GEOTECHNICAL 'OMPLETE BANK TO BE SEEDED AND STABILIZED USING .NORTH AMERICAN GREEN ENGINEER AS NEEDED TO ENSURE PROPER COMPACTION IS REACHED FOR ROADWAY SUBGRADE. PROOF-ROLL MAY 8E REQUIRED.
SC150 TEMPORARY MATTING OR APPRO~ ( 'INS OR APPROVED EQUAL. ( )
~ 6. OUTFACE BETWEEN MH-1 AND MH-2 Sh INSTALL RAP. 7. STREAM CROSSING SFIALL BE COORDINAI I AND MH-2 SHALL BE SEEDED IMMEDIATELY AFTER CONSTRUCTION. 10. INSTALL STONE BASE AND COMPLETE PAVING OPERATIONS. L BE COORDINATED WITH HEATHER KEEPER, ENVIRONMENTAL INSPECTOR,
AT END OF RB 567-0822 PRIOR TO ANY CONSTRUCTI ( ) 4 Y CON TRUCTION. 11. PROPERLY MAINTAIN ALL EROSION CONTROL DEVICES DURING CONSTRUCTION. N S
12. PROVIDE TEMPORARY SEEDING OF DISTURBED AREAS WITHIN 15 DAYS OF GRADING.
'~-i'-~ - 13. PERMANENTLY SEED AND MULCH ALL DISTURBED AREAS WITHIN 30 DAYS OF ESTABLISHMENT OF FINISHED GRADES.
~ - 14. MAINTAIN EROSION CONTROL DEVICES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
- ~ ILT f~1uCE ~ _ . - TYP
~ - 15. ONCE PERMANENT COVER ESTABLISHED, REMOVE EROSION CONTROL DEVICES AND STABILIZE THESE AREAS. OBTAIN A CERTIFICATE OF COMPLETION FROM THE
- \ RIP RAP', APR ~ 12 LX16 WX 'D ENVIRONMENTAL SPECIALIST.
~ 4 16. ONCE TEMPORAY SEDIMENT TRAP B IS REMOVED, INSTALL PERMANENT WETLANDS ADJACENT
\ INSTALL TREE PROTECTION 3 't \ FENCING ALONG LIMITS TO LOT 6. RIP RAP APRONS EXITING FES 1 AND FES 9 TO REMAIN AS PERMANENT DEVICES.
OF DISTURB CE 17. NOTE THAT STREAM CROSSING IS OUTSIDE THE LIMITS OF CONSTRUCTION FOR THIS PROJECT
D. RAP A ~ \ SE T AND WILL BE INSTALLED IN THE FUTURE.
LIMITS OF DISTURBANCE (TYP) 36' L X 36' W X 3' D ON 2
~ Z ~ ~ ~ ~ - ~
\ 5 ~ \ \ y NOTE: WETLANDS BMP MUST BE CERTIFIED BY ENGINEER AFTER CONSTRUCTION.
1 ~ v _ ZONE 1 H
W
TREE PROTECTION f ~ ~ E PROTECTION FENCE (TY~) - TOTAL DISTURBED AREA - 2.30 ACRES
SED. T P B \ v ~ y y 36 L X 6 W X 3' D 160 _Y
~ iWSE- 369.
- ~
J y W SEDIMENT ASINS B
I - - - i } , SURFACE AREA
W ~ y W y _ - f. INA NU VOLUME RQD 41 D BASIN DIMENSIONS WEIR WIDTH
L BASIN AREA AREA RQD (0.01 x Q) CF (CPS) (L x W X DEPTH} (FT) (ACRES) (ACRES) ( ) (AC)
~ •L' •Y _y . - ~ y y ~ -
` ~ 1980 3.36 6' X 6' X 3' 10' A 1.1 1.1 0.03 3 3
DIV DITCH (TYP) ~ ~ ~X y yx _ / ~ B i .2 1.2 2160 3.64 0.03 36 X 36 X 3 10
FENCE.. _ ~ ~ W . y FENCE 3
CHANNEL \ 1( 0.015 ACRES ~ ~ \ ~ ~ ~ ~ ~ 100- ~ _ ,
~ w ~ . -3i ~ ~ VJSE- 368.54
~ ~Y W
1 y W \ \ y y
/ - 6 ~ y W y ~Y W y ~ ~ \ \ ~x ~ DIVERSION DITCH
V - * W y~ ~ ~ _ X\ ZONE 1 ~Y W ~Y ~V ~ . \ \ \
- W W ~ W y y \ \x i y, \
~ \ - \ y ~ - _ k, ~ ~ GRAVEL CONSTRUCTION ENTRANCE ~
~e ZONE 2\ ~ _ ~ S- !y ~ ~ v~ ~ W
\ y y - - V, ~ 100-YR~ ~
- j ~ \ ~ ~ - WSE= A H y y 366.92 \
IC . ~ W y j _ \ ~ RIP RAP APRON y
~n _ ,y , W W W
- ~•Y i / . _ U may' _ \
~ V - ~ - ~ - _ _ .y ~.V. W _ _ ~.~.C ~ INLET PROTECTION
_
~ i ~ ~o ~ _ \ p
- ~ ,e ~ ~ ~ z - x SILT FENCE
~ INLET PROTECTION
~ TYPICAL ALL BOXE ~ \ E _ ~ ~ n/ -.365. i
~ ~ ~ ~ LIMITS OF DISTURBANCE I'i'i a
t / \
~
/ ~ ~ / ~ ~ \ \ 0 / \ i ~ SEDIMENT TRAP
~ ~ ~
/ \ ~
/ \ /
9 8 k ' -TPF-TPF-TPF- TREE PROTECTION FENCING
/ ~ - 25' x 50' GRAVEL ~ LIMITS OF \ .
CONSTRUCTION ENTRAI~2~E ~ ~ ' DISTURBANCE i1
Ind _ ~ ~ EROSION CONTROL LEGEND
' - ~ ~ ~ A / _ - -
~ _ _ _ _ ---_1' / -
_ ~ - _
. \
GRAPHIC SCALE
30 0 15 30 80 120
(IN FEET )
1 inch = 30 tt. PRELIMINARY
NOT FOR
CONSTRUCTION
Engineering, Edens P.C.
Civil Engineering - Land Development Services
6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
ph: (919 844-1321
fax: [phone]
email: [e-mail]
Drawn By: JBE October 18, 2004 C1 50
Checked By: JBE

• ~ ' 6'44`E L301 24,87 S30'49'24'E • 7 S20'25'31 E L196 19,09 S87 25 33 E L247 3,24 N10 0
LINE TABLE LIN Li16 19,13 N04 2718 W L14 19,7 77'S0'47'E LINE TAHLE ~ O'22'34'E L248 7,21 S67'31'42'W L302 3,54 S
LINE LENGTH LEAKING LINE LE L117 18,71 N20 20 44 W L15 4,23 S39 1817E L197 16,76 S8 , LINE LENGTH BEARING ~ L249 9,95 S71'30'45'W L303 3,78 N82 23 41 E
CURVE TABLE $4•~, Liol i 18 8,98 N13 12 39 W L15 2,74 S85 29 56 E L198 12,57 S20 18 47 E ~ , L101 16,75 N45 42 06 W Ll L250 9,62 NSS'02'S2'W L304 4,57 S72 1313 E
CURVE LENGTH RADIUS CHORD DIRECTION DELTA 3 '1 L102 9 10,31 N26 26 36 W L15 5,42 N89 09 SSE L199 13,19 S12 22 34 E , L102 4,38 N45 42 06 W Lll ' 6'E L251 10,97 N41'09'04'W L305 4,23 S89 55 55 W
C1 4t 13'44'V 6• 4 ~ ~ L103 1187 3713 533.11'41 10.4 ' . 0 11,48 N08 50 23 W L15 9,42 S45 0112E L200 23,44 S47 48 2 , 03 30,02 S30 26 47 E L12 Li ~ ' 9'E L252 8,74 NSl'45'26'W L306 12,04 S10 40 32 W
~ L104 L121 17,99 N50 4018 W L15 7,32 S18 26 47 E L201 11,24 S23 321 , L104 O,S2 S30 26 47 E ~ L253 4,00 S84'43'S9'W L307 16,86 Si3 42 30 E
1 \ 7 L105 ~e 1!' 2 4,43 N40 27 59 W L15 1.59 N46 18 52 E L202 7,60 SOS 16 55 E ~ , L105 11,28 N09 46 28 W L12 L254 22,37 N36'Sl'07'W L308 25,60 S20 43 5S E
~ 9 n ~ L306 ~ 3 23,35 S06 49 08 E L15 6,44 N02 59 49 W L203 11,24 S03 22 03 W ~ , 06 21,94 N78 53 41 W L12 Ll ~ L255 6,28 NS5'25'31'W L309 7,49 N31 2215 E
4 14 L107 1 4 7,88 S27 0214 W L15 13,46 N37 0712 W L204 22,40 S30 00 55 E , L107 17,42 N89 SS 55 E L12 L256 7,29 N70'24'22'W L310 23,81 N04 02 20 W
~ ~ L108 1 5 22,60 SOS 28 48 E L15 6,44 S86 2139 W L205 6,34 S06 49 08 E , L108 4,85 S45 35 40 W L 2 ' 7'W L311 7,18 N47 19 35 E
~ ` ~ 3 •37 'E ~ 4 '41 L109 • N22'37'47'W L206 17,52 N56'39'24'W L257 5,05 S54 47 5 t • L126 11,79 S37 10 47 E L15 20,21 L109 5,49 S82 57 52 E L258 2-04 NSl'02'Ol'W L312 6,79 N27 4214 W >
SITE coN~a PF Lilo ~ 7 20,53 S71'43'28'E L16 7.48 Ni6'35'46'E L207 7,70 N69'08'23'E ~ L110 18,62 S43 23 32 E L12 L259 4,29 N80'22'S2'W L313 10,33 N89 43 59 W > t ~
CORNER ~ Lill • L328 14,19 S35 2818E L16 6,41 N10 05 42 W L207a 7,56 S70 5419 W ~ , ~ > E ~ N03 09 04 W . 3 Llll 9.69 S04 3108 ~ N06'06'14 E L260 11,70 S81 28 30 W L314 11,10
~ 9, '14• Li12 • L129 5,26 N76 52 43 E L16 5.95 N23 0412 W L208 5,95 , Li12 10,99 S33 32 47 E L261 14,82 N76'10'40'W L315 36,65 S70 35 06 E
/ ~ 14 , ~ NIF Lii3 c L130 12,03 S47'S6`47'E L16 12,11 N23'38`06'W L209 17,91 N83'S4'48'E ~ Lii3 28,05 S17 15 50 E 'E L262 15,62 N60'S8'34'W L317 8,94 S36 09 2S E
HA vE / PF 1.31' L114 W 10 17,55 N44 20 59 L131 9,47 S72 40 32 E L16 12,92 N30 23 25 L2 , L114 18,79 SOS 07 24 E L263 6,78 N01'21'37'W L318 24,42 S67 4101E j
} ~ A-? CHANNEL ' 41 v L115 • 32 13,54 SSS'S8'45'E L16 13,77 N15'43'16'W L211 45,27 S61'S7'25'E ~ ~ L115 1,98 NSi 57 20 E Ll 'W L264 15,97 N17'S4'00'W L323 10,83 N86 25 29 E
0,004 ACRES la, / L133 37,10 S69 26 30 E L16 20,68 N39 17 33 W L212 12,94 S22 43 01 p 'W L265 10,94 N09'17'45'E L324 20,39 N65 09 31 E
A-4 / \ 513.11' E 213 24,84 N88 30 50 L134 16,82 S29 5128E L16 11,82 N09 40 31 L , 'W L266 .13,86 N28'03'S6'W L32S 11,95 N63 19 38 W
2 N38 5515 W L214 25-51 N81 50 29 ~ t~ L135 11,79 S34 24 27 E L16 10,0 '10'33'W
u, ~ ~ 69 ~4.11'04'V • ~ ~ 09'46'28'E L267 9,59 N36'27'41'W L326 26,68 N70 Li36 9,87 S65 4516E L16 13,29 N29 32 06 E L215 6,43 S ,
~~-1 ° ~ / ~ u ~ ~ A-13 / • ~ '27'E L268 15,67 N66'14'll'W L327 33,72 N77 10 Ol W L137 13,56 S15 15 32 E L17 3,00 N39 56 51 W L216 6,43 S8S 08 ~
Q S vl • ~ ' 6'E L269 9,34 S73'19'47'W L328 39,19 N66 27 47 W L138 18,26 S40 04 42 E Li 1 34,09 N26 3150 W L217 9,62 SS6 12 0 W
PF ~ ~ _ ~ a ' 'E L270 10,66 NS4'll'03'W L329 24,14 N88 57 20 W ~ L139 5,84 S29 S6 59 W L17 12,29 N59 04 08 W L218 11,27 S8S 14 08 ,
V ~ ~ A-S7 ~ a F ~ L271 6,07 N2S'31'S7'W L330 5,99 S39 47 01 W dp L140 9,25 S30 16 59 W L17 15,05 N39 3718 W L219 14,37 N80 20 08 E ~ ,
A-9t / • ~ ' S'E L272 14,88 N02'29'49'E L333 43,06 S12 56 48 W L141 8,54 S23 19 45 E L17 6,30 N24 4149 W L220 10,52 S89 55 0 ,
LEGEND: ~s> ` L273 19,89 N2S'12'S4'W L334 28AS S33 52 30 E L142 11,94 S06 35 32 E L17 4308 N60 13 28 W L221 13,68 N80 33 00 E ~ ,
~ A-i W V n A-0t wi3~ p • ~ ' 4' L274 32,07 NS2 43 08 W L335 33,48 N11 04 58 W 143 21,70 S41 43 42 E L17 9,55 N61 42 S8 W L222 14,15 S70 13 2 E ~ R L
N/F PF =IRON PIPE FOUND , L275 17,80 N41'48'12'W L336 29,50 N64 47 03 E V~ 144 12,67 S19 5150E L17 7,15 S81 15 38 W L223 21,42 S82 20 22 E , L
CLANCY do TREYS ~ ~ _ NIF NO IRON PIPE FOUND _ CRES AREA 9.734 A ~ coNSTRUCTioN ca ~ ~ pF L276 62,66 N46'33'02'W L337 39,62 NS5 29 23 W • L145 15,09 S34 04 58 E L17 17,27 N56 1515 W L224 23,15 N69 05 37 E ~ , • 2 E ~i
= REBAR SET c ~ osaa2l Pc7o3 RES 2 • ~ ' 4'29'E L277 25,30 N30 20 08 W L338 56,40 N08 59 2 L146 11,74 S12 55 46 E L17 3,29 S65 2413 W L225 8,98 N39 4 ,
BM1995 PGSO1 PK = PK NAIL I ` • ~ 1,63 N26'18'24'W L339 41,22 N28 5130 W ~ & S20'48'48'E Ll 11,87 N37 0126 W L226 2,82 N64 20 41 E L278 3 L147 8,28 40 32,84 N30 38 ~ W p
A- • ~ Ni9'08'S1'W L279 2.72 SS9'46'07'W L3 ~ L148 9,85 S13 57 41 W Li 1 22,09 N69 12 22 W L227 2,01
-TJ ~ ` A- ~ tlQ ` ~ ' 9'W L280 35,29 S24'32'22'E L341 21,64 NS6'23'Sb'W Ll 8,03 N34 37 47 W L228 2,42 S62 061 . 44,37 N40'45'OS'W ~
A-7 r • 'W 29 14,59 S8127 08 W L281 25,49 S32 28 43 E L342 W Ll 17,23 Nil 02 00 L2
585'18'30"~, tY0 A-fo, A-]D3 NIF • ` 1'W L282 60,16 S48'29'32'E L343 36,15 N37 58 3S W ` Li 6,57 N18 1818E L230 18,78 S54 412
45.39' ~ i A ,30 A-fo° A- ~ "-°'1 A-90 L1 A-101 / • ~ L283 17,61 S41'S7'S0'E L344 31,75 N80'45`4S'W Ll 13,78 N04 39 07 E L231 11,51 N70 05 07 W S
• ~ ' 9'W L284 32,19 S52'17'02'E L34S 34,36 N60 4015 W Ll 8,06 N13 23 21 W L232 7,31 S71 38 5
PF CHANNEL A- SaS"12'S4"E Li ` ~ '40'W L285 20,00 S16'S6'17'E L346 26,31 N28'04`Si'W Li 7 20,82 N27 17 06 W L233 16,89 N72 09 ,
30 .s1 PF ,047 ACRES PF • ~ 'W L286 12,67 S04.57'07'E L347 S4,76 S68 18 S4 E Ll 8 16,77 N00 29 34 E L234 1241 S79 2109 ,
ux LJ01 "_1 A-fos N • ~ L287 12,63 S31'00'33'E L348 25,18 N84 58 48 E Ll 9 14,14 N25 0119 W L235 11,80 S81 08 56 W ,
PF A.~ SEE BLOWUP ~-s L,° • ~ ' 'W L288 7,22 S67'29'44'E L349 25,85 S30 48 33 E Ll 0 21,28 N47 37 23 W L236 8,71 S79 52 33 ,
A-11 A-103 D-°TEC-21 • ~ '40'W L289 22,60 S80'SS'39'E L350 29,SS S19 45 39 E Ll 1 13,55 N23 0126 W L237 12,06 S71 25 ,
A-°I 0 1T 7 U A-]OS A-107 D-4 D-7 • ~ ' 4'W L290 5,70 ScS'26'45'E L3S1 21,26 S47 3617 E Ll 2 13,00 Nis 40 57 W L238 9,90 NSl 45 3 , PK 28,70 S61 34 30 E
A- ~ ' ~ i ` ' 0'W L239 9,12 N6S'39'39'W L291 13,02 S38'03'22'E L352 PF Ll 3 22,28 N81 16 2 ~ ,
TLAN A-1 • ~ 4'06'S6'E L292 13,46 S09'OS'05'W L354 18,80 N40 54 27 W Ll 4 10,42 N87 48 48 W L240 11,39 S3
124 DAZED 0 012 RES ~7 4-~a"oa D-4 D-7 D-ITIEC-M C-11 L~1 ~ 113 N14'35'34'E PF • ' 7,82 S60 32 47 E L293 13,12 S19 3133E L3SS 25,16 Ll 5 5,40 S64 2109 W L241
WETLAND ~ o-3 - A-ul c_t3 c_1S / _ 1 A- A- 3 LJ1 ~ A _l1 • ~ '41'E L3S6 10,98 N12'41`53'W L242 4,98 S20 36 45 E L294 9-84 S09 36
0, 033 ACRES ~ ~ ~ , , 9 PF ~ ~ ' O'S9'E L295 6,68 S57'07'46'E L3S7 9,09 Nil'45'39'E L243 1,70 S04 3
sE°-° c c-ee N45'07'49'E L296 13,33 S61'02'12'E L358 11,09 S50'04'15'E L244 5,36
- 4 C-16 g. C-!0 LJ° 71.37'31'E L297 17,09 S74'47'35'E L3S9 30,16 S12'57`32'E q L245 8,40 N
C-10 :W c-1 c v c-a >f - s < ~ ~ ~ L360 20,08 S36'44'4S'E Z ~ L246 7,14 NS5 14 51 E L298 10,04 N74 39 56 E _
N j,' / T/C TEA-11t D•t A-117 T-3 WETLAND u4 • ~ HANNE 1 acTlu-nt , PK NAIL FOUND AT THE 03'09'04'E ~ N L299 8,21 N88.38'20'E L361 10,78 S APPARENT INTE SEC 0 -
.063 ACRES UNSET LA ROAD - L300 11,11 S6T33'21'E L362 313 N78.53'41'W ~ NI ~ s
• $ 0.015 ACRE AND FIREFLY R AD. - - L366 9,36 S81 07 Sl E a U
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~-u ' 0.025 ACRES-~ A. _
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»-N N/F ~ ~ A y~
~ WETLAND M-!1 ARBOR CREEK F-1P N.~ X-tl ~ NIF RUC
' ASSOCIATES 0.039 ACR E-~i ; E ,yea . R/Nr
D8a193 PG415 4~ , ~ EE BLOWUP ~ ~ 1,0 E- wM1 ~ w` G ~
BM2ooo Pc5s2 3~. NI H-33 1 1s NIF NIF X17 x-19 ~ Z
NIF I x-16 I ' - Sss, ~-a ~ z ~ IF NIF
' N i I \ r . ~ NI ~
111 d F ~ Fh37 ,b \ LOT 119 I .Q9, E-6 I , I E-6 E- ~y p LL
.o ~ \ BM1999 N h ~ PG376 I I M VETn,-49 H-lt ^ Ni ~T~ i1EG-+
,o I PF h. \ LoT 11a H-47 - - - °j a 1999 \"''0 J ~ ~-es N /F Q L330 N-t7 91 ~ .1
h I I BM » I NdS'14 2 W 2 \ / \ x-16 TOWN OF 3
347,9e N/F PG377 ~ ~ \ I PF 1 0 / LoT 2 \ \ ~-K Dl CHANNEL ~5 N WOLLY SPRINGS ~-1e ,y W
eAxs lz7 PF \ / OF eEA BM1999 I I ~ \ ~ ~ 0 PG707 vt DB729 H- 4 ~ N. 9 :S ~ BM1995 PG205 4
- - _ ~ N s ~ ~ 0.032 ACRES / PF T" - - - ~ 23 coRNER * PG376 \ R / \ ~ - - - - 1.82 ~s 1-+ I
PF _ p R \ I - ~ / / W NIF = u 2.119 ACRES ~ NIF AREA
I ~ ~ ~ I PF PF \ 1 / LOT 117 / I I PF T, > ~ .,o ~
I I _ / \ I I BM1999 / I I ~ / / / I / ~ 3 < ~
I I N ~ I I N PG377 ~ \ N ~ ~ / I I ~ ~ 1-,1
I N I 20 WiDE /LOT 116 / I ~ N/F LOT 122 / / \ I I LOT 123 I / I LOT 125 LOT 1241 M1999 PRIVATE / BM1999 / N U
I BM19991 B ~ ~ I / N/F / I 18M1999 STORM PG377/ IBM1999 PG376 / / LOT 115 F N89 5'38"w " VYETLAND 1- C P Q
I I PG376 LOT 122 \ \ 1 PG376 I DRAINAGE / i PG376 / / BM1999 / ~ s
I I 9 / \ BM199 EAS M / \ I I E ENT PG377/ \ I I / / J I PG376 ~ / N/F 1 8.35' 0,103 ACRES - PF s ~ a \ 20. t-13 a a
I I / I I / I I / LOT 114 \ /F \ x\ s ~'o . ~ 9 s- F~ F S u
I I / / ~ I i o ~ I / BM1999 ~ i / 0 N89'Z112 W 23 .59 OT 1 A\ 09, R F g1yjT N
~ I I ~ i PG377 / R SQ' R i / / ~ 1998 ~ ~9~\ qsf qRY ) B F MFIy ,~T~1-, ;r PF PF \ t ~ - \ P 2192 14 ~ ~ a,
20 WIDE PUBLIC R~? / / / W I I _ PF ~
SANITARY SEWER EASEMENT / / / ~ N~ \ PF N8 ~ N~ j F I P Ob4 09~
/ N/F ~ ~ / LOT 113 OPEN \ N/ N F I W ~ ~ /F ~ OPEN LOT 5 S ¢
i ~ SPACE R ~ BM1999 ~ LOT 4 T 2 i rO ~O PF ~ \ I L 0 335 SPACE I q .11 BM1998 BM1998 i OE REVISIONS
PG377 BM199E BM1998 \ B 998 N ~N I ~ ~ PG2192 I ~ C N PG2192 I F PF ~
0~ ~ PG219~ 5~ PG2192 ~ P 192 LOT 70 F ~ RES 2.03-~ \ I N / I \ LOT 6 I N I +ur ADDED METES AND BM1998 LOT 69 ~ N~
~ ~ » P BM1998 I LOT 68 ~ i PG2193 8 I \ ARBOR CREEK ~ I BM199 / BOUNDS LABELS
t occuratel acts the bounder of This certifies that this copy of thfa pla y dep Y f Section 404 of the Clean Water Act in the areos Q P5 N/F I 1 PG2192 \ BM1998 HOMEOWNERS ASSOC i I PG2193
the Jurisdiction o the resent r owed octivit , as determined by the undersigned LOT 112 im acted by p pop Y G~ ~ ~ I / ~ ~ I PG2193 N ~ \ ~ DB8581 PG1379
p m be resent on the site but eoa of riadiction a 0 BM1999 on thin date. Other ar Ju Y p ti P I LOT 61 k _ 4.24.03 ~ I / ~M1998 PG2193 4 I \ I 1 BM1998 ~ REVISED BOUNDARIES
have not been delineated. Unless there is a chonge in the law or published pt~ PG377 ~ R \ I ~ R 3 PG2193 1 • .
r ulationa, this determination of Section 404 jurisdiction may be relied upon ~ s date. Thie determination R \ ~ ~ ND B ~ / 1 OF WETLA o: ~ I R i \
for a penal not to exceed five years from thi / \ 1 ~ R
was mode u the 1987 C of En~neera Wetland Delineation Manual." 9 orP° i / N~ ~ 1 / LOT 86
~ , Name. REFERENCES. 1 BM1998 ~ /
~ ~ - , PG2193 / ~ 1
Title: ~ ~ / ~
DB7645 PG783 ~0 3 Date:-- 3 PG742 / 1 Y: DE310NED 8
D6648 1 S: / NOTE DRA4YN BY:
g~3~ DB6663 PG490 a~ 1
BM1998 PG2195 1.FIELD SURVEY WORK WAS PERFORMED IN JUNE AND JULY, 2002. ~ ASD A TITLE REPORT. ~ 'L CHECKED BV:
BM1998 PG2196 2.THIS SURVEY WAS PERFORMED WITHOUT BENEFlT OF IS SURVEY WAS BASED ON DEEDS OF RECORD AND ADJOINING DEEDS OF RECORD. RC 3.TH
BM1995 PG801 4.ADJOINING OWNERS TAKEN QOM DEEDS OF RECORD, ANO TAX RECORDS. sca~E;
M1L _ .......,....~„T., s~ M ~e ~~T T~ 1-set-ucurc no ntu~a ~Nri I~iFtRANCFS T~IaT A DETAILED TITLE _
0.1 m1b rnurtm IT MA i or- avovU L 1 1 v LnaLmL.n I %J WIN v ,
I, Anthony S. D BM1996 PG221 iBona certify that this Piof was drown under my direct supervision from an actual SEARCH MAY DISCLOSE. DATE:
survey made under my supervision deed description recorded in Book 0000, page 000); that the BM1998 PG2103 6.ALL MEASUREMENTS SHOWN ARE HORIZONTAL GROUND DISTANCES. JANUARY 31, 200 GRAPHIC SCALE 7.AREA CALCULATED BY COORDINATES. PROJECT NUMBER:
indicated as drawn from information found in Book 000,page SEAL BM1998 PG2195 boundaries not surveyed are clearly ~
ed is 1:49 000+; that this plot was prepared in accordance _ 7 : OOO;that the ratio of precision as calculot L 39s so 120 m B.THERE IS RESERVED A 20' DRAINAGE MAINTENANCE EASEMENT, CENTERED EITHER SIDE, ALONG R b o ALL NATURAL CREEKS AND/OR DRAINAGE AREAS LACATED WITHIN THE PLATTED AREA A02199-0
with G.S. 47-30 as amended. BM1998 PG2196 Gb number and seal this 31st day of January A.D., 2003. BM2000 PG563 : Witness my original signature, registration OTHERS AS SHOWN (PER BM1998 PG2195)
THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE AE OF FLOOD INSURANCE 9.A PORTION OF
PANEL NO.37183C0495 E, DATED MARCH 3RD, 1992 AND DOES LIE WITHIN A
~ -q_0 i inch = eo RATE MAP COMMUNITY n OF SPECIAL FLOOD HAZARD AREA. (PER BM 1998 PG2195)
Anthon ona, PLS L-3967

1 \ \ \ 8 ti LEGE Q ND
t \ 1 1 \ \ 1 A \ \ \ ` TOT o AL PR OPO SED
\ \ \ ~ ~ ~ IMPA CT S
\ \ \ \ ~ 1- WETUNDS
\ \ \ \ \ ~`J\ 1 _ \ \ ~ \ ~ PERMANENT WETLAND IMPACTS 1,436 SF OR 0.033 AC
WETLAND IMPACT AREA TEMPORARY WEMND IMPACTS 639 SF OR 0.015 AC 2
\ \ ~ \ \ , O TOTAL WETiJWD IMPACTS 2,075 SF OR O.Q48 AC ~
\ \ ~ \ \ 1\ \ \ \ H
\ ~ I I I ~ ` \ \ I 1 ` ~ ` NEUSE RIVER BUFFER ~ ZONE 1 IMPAC W
I \ \ \ \ \ 1 1 I \ ~ , ~ 1 \ ~ .T AREA PERMANENT STREAM IMPACTS ~ ~ 246 LF
I I \ \ ~ ~ ~ \ NEUSE RIVER BUFFER TEMPORARY IMPACTS 91 LF
~ 1 \ 1 \ ~ ~ ~ ~ ~ ZONE 2 IMPACT AREA ~ TOTAL STREAM IMPACTS 337 ~
1 1 \ \ ~ ~ \ \ \ ` \
~ 1 \ \ ~ 1 \ 1 1 ~ \ 1 1 \ \ ~ ~ O
1 \ F \ \ 1 \ \ \ \ \ ~ \ c'1 ~ \ \ \ \ \ \ \ \ PERMANENT ZONE ONE NRB IMPACTS 13,661 SF OR 0.313 AC
\ 21 \ \ \ 1 ~ 1 \ \ TEMPORARY ZONE ONE NRB IMPACTS 2,438 SF OR 0.056 ~ ~ AC
c' F \ ~ 1 \ \ ~ ~ • ~ PET~IANENf ZONE TWO NRB IMPACTS 7,021 SF OR 0.161 AC
\ ~ ~ F1 \ 1 1 ::f.•:.. 1 1 1 \ ~ ~ ~ \ \ \ TEMPORARY ZONE TWO NRB IMPACTS 3,657 SF OR 0.089 AC ~ ~ \
\ 1 1 1 1 1 \ \ ~ ~ ~ ~ ~ \ TOTAL NEUSE RNER BUFFER IMPACTS 26,977 SF OR 0.619 AC
1 1 1 1 1 1\ ` ~ ~ , \ ` q
N \ \ \ , ~ ~ ~ 'Q \ ~ ~ ~ ~ ~ ~A \
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1 \ \ ~ ~ ~ , , , , 39 ~ ` ~ ~ CI
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IMPACT I I I \ \ \ ` \ AREA ~ 7 1 I I \ \ ~ ~ \ \ ~ 0 0
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~ , , WETLAND (PERM.)- ,436 SF f 1 1 1 ~ \ \ \ i ~ ~ \ ~ EMOV DEVICE \ \ ~ \ ~ , Fp o' o
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~ - / / I ~ \ R - 63 \SF \ ~ L \ / I \ ~
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I I ~ I \ r / / / I \ \ \ ~ \ \ ~ , ~ ` ~ ~ ~ ~ _ 385 385.95 ~ ~ \ \ 8 ` ~ ~ SANITARY S~ MAIN' ~ ~ , ~ ~ / R RIM=
111 ~I \ \ ~ lr l ~ \ \ ~ ~
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\ \ \ \ \ ~ ~ 1 \ \ I I LOT 117 \ ~ \ \ I ~
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~ INV IN=387.8' fJ F I.OT 180 N F INV IN=387.8 LOT 129 ~ \ \ ~ ~ 1 I I I ~ W ~ ~ ~ ~ I ~ I ~
NF NF NF LOT 128 /i ~ o - LO N F ~ INV OUT-387.70' T 127 N F PG377 \ \ ~ \ to N F ~ \ ~ ~ \ \ ~ ~ ? I I i \ \ \ ~ ~ o
N / LOT 126 LOT 123 LOT 122 20 WIDE LOT 125 T \ \ v \ I I I )E ` v \ I~ I I a LO \ T 116 v v \ ~ \ I ~ ~ ~ I i I
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~ BM1999 N F BM1999 a ~ PG376 PG376 STORM ~ v v ~ A 1 1 1 1 1 1
~ PG376 p LOT 122 6376 PG377 \ \ \ \ ~ I I LOT 11 \ \ \ \ \ \ \ \ ~ 1 f / I I
E DRAINAGE E ~ BM1999 ~E \ \ \ ~ I I I \ \ \ \ I i I I
~ EASEMENT PG376 BM1999 \ \ ~ ~ \ I i I \ I I f ~1T \ \ \ / I I r \ F _ I I I 1
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# REVISIONS
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GE RAL P TING NOTES: NE LAN
1. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS MAIDEN GRASS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. Mis anthus sinensis
2. ALL SAUCERS SHALL BE SOAKED WITH WATER ANO MULCHED IMMEDIATELY FOLLOWING 'Gra itlimus'
PLANTING.
3. ALL PLANTS SHALL BEAR THE SAME RELATION TO FINISH GRADE AS IT BORE TO ~ j ~ PREVIOUS EXISTING GRADE.
4 ! 1? ; ~ 4. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. , ,
5. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED - ~ ~ i
AT MANUFACTURERS RECCOMENOEO RATE. ' I
6. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. _ i
7. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. ,y~ ,y(,
8. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES OR STRUCTURES.
9. OWNERS SHALL MAINTAIN ALL PLANT BEDS ANO PLANT MATERIAL IN G000 HEALTH, AND .
. _ ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE - - -
ORDINANCE.
10. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT. 369
11. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRK)R WRITTEN NOTIF1CATi0N OF THE PROJECT LANDSCAPE ARCHITECT. - 370 _ F~1 _ 374 CAM ACT (NKBERRY
12. ALL PLANT MATERIAL SHAH BE OF SPEgMEN QUALITY. ---J 371 Ilex abro 'Shamroc '
H
373 7
374 374
375 3
376 376
DETENTION POND
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Edens Engineering, P.C.
Civil Engineering - Land Development Services
6521 Creedmoor Road -Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS
July 22, 2005 C142
Checked By: JBE

# REVISIONS
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GN P E ERAL LANTING NOTES. 10 M
1. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4 CI
2. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
3 CI PLANTING. 3. ALL PLANTS SHALL BEAR THE SAME RELATION TO FINISH GRADE AS IT BORE TO ' ~ 4 M
PREVIOUS EXISTING GRADE.
4. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. I
5. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED . ~ ~ • _
AT MANUFACTURERS RECCOMENDED RATE. % ~ _
6, GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. - - ' ~ - _
7. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
8. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES OR STRUCTURES.
9. OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH AND ~ _ 4 M
ANY DEAD, UNHEALTHY OR MI5SING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED _ - -
VEGETATION WHICH CONFORMS TO THE INITU1l. PLANING STANDARDS OF THE IANDSCAPE _ - -
ORDINANCE. - .
10. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT. 11. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOIFICATION 370 3
OF THE PROJECT LANDSCAPE ARCHITECT. 370 ~ ~ 37a F~
12. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY. ` - 371
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37 373 ~ , 37 3 CI
37 373 ~ - ~ , 7 MCI
37 37
_ 375 - - - - - _ 376 - 375 /
PLANT LIST _ i
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SYM.'!QTY. jBOTANICAL NAME COMMON NAME 51ZE ! ROOT ~i SPACING -
CI i 17 ' Nex glaDra Shamrock' ~ COMPACT INKBERRY 24 , B&B 5' O.C.
21 ' Miscanthus sinensis Gracillimus ,MAIDEN GRASS i MG ~ 24" BdcB 5 O.C. H
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Edens Engineering,
Civil Engineering - Land Development Services
6521 Creedmoor Road - Suite 204, Raleigh, NC 27613
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS
July 22, 2005 C142
Checked By: JBE
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TEMPORARY WETLAND IMPACTS 639 SF OR 0.015 AC p WETLAND IMPACT AREA
~ \ \ \ ~ TOTAL WETLAND IMPACTS 2,075 SF OR 0.048 AC ~ H
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NEUSE RIVER BUFFER Q ONE 1 IMPACT AREA P ENT STREAM IMPACTS 246 ~ Z ERMAN
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\ TEMPORARY ZONE ONE NRB IMPACTS 2,436 SF OR 0.056 AC
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\ ~ TEMPORARY ZONE TWO NRB IMPACTS 3,857 SF OR 0.089 AC •
\ \ TOTAL NEUSE RNER BUFFER IMPACTS 26,977 SF OR 0.619 AC \O\ ~
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1 inch = 44 / OPEN 1 inch = 40 M LOT 113 LOT 5
to RKA1 aQQ SPACE Mk „~n p 36602
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