20050749 Ver 1_Complete File_20060714

?F W ATF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
V W ?./? r North Carolina Department of Environment and Natural Resources
p T Alan W. Klimek, P.E. Director
Division of Water Quality
July 14, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Apex Apartment LP
C/o Mr. Bill Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
DWQ EXP No. 05-0749
Wake County
Subject Property: Creekside Hills Subdivision
EXPRESS REVIEW PROGRAiII NOTIFICATION
Dear Mr. Whitworth:
On May 13, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification to construct the
proposed subdivision. Within the Water Quality Certification that you received there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of these phases of your subdivision, you are required to
notify this office in writing by July 25, 2006. If you do not notify this office in writing and construction has started,
you are in violation of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Lia Myott at [phone] if you have any
questions regarding this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/lem
cc: Mr. Sean P. Clark, S&EC Inc., 11010 Raven Ridge Road, Raleigh NC 27614
USACE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749Creeks ideHillsSD(WakC)EXP+NOT
401 Oversight / Express Review Permitting Unit t
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hnp:/'h2o enr.state.nc.us/newctlands
NCarolina
Ui
.11 alimally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 25, 2006
S&EC Project # 3258.W1
DWQ EXP # 05-0749
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly / Lia Myott
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Notification of commencement of construction for Creekside Hills Subdivision,
Wake County, North Carolina
Dear Ms. Karoly and Ms. Edwards:
DWQ EXP #05-0749 refers to the approval given for the construction of the Creekside
Hills Subdivision, which was granted on May 13, 2005. This letter is to notify you of
commencement of the construction of the approved activities as depicted in the original
permit application as per condition 11 of the above referenced authorization certificate.
Please call if you have any questions or require further information.
Sincerely,
icole Thomson
Regulatory Specialist
? rr;:l
Lg
`J
?_ `? 5 2006
'i ?iClv,? va A;+J•J I'C Vn,. ,.'_!'t;l ? v:C.il
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
O?0F W ATF9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
? -i
-? Alan W. Klimek, P.E. Director
Division of Water Quality
July 14, 2006
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Apex Apartment LP
C/o Mr. Bill Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Subject Property: Creekside Hills Subdivision
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Mr. Whitworth:
On May 13, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification to construct the
proposed subdivision. Within the Water Quality Certification that you received there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of these phases of your subdivision, you are required to
notify this office in writing by July 25, 2006. If you do not notify this office in writing and construction has started,
you are in violation of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Lia Myott at [phone] if you have any
questions regarding this matter.
Sincerely,
C?
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK11errr
cc: Mr. Sean P. Clark, S&EC Inc., 11010 Raven Ridge Road, Raleigh NC 27614
USACE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749CreeksideHil]sSD(Wake)EXP+NOT
401 Oversight / Express Review Permitting Unit t
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
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
-?w 1
ELAM, TODD, WAIVIDHOSI
URBAN PLANNING/ LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING/ GIS
January 23, 2005
0..T F
w?,v2 d_ S 1 3 t oS
NC Division of Water Quality
Attn: Cyndi Karoly Q S- D 1 Lk q
2321 Crabtree Boulevard, Ste 250 1J n
Raleigh, NC 27604 JAN 2 5 2006
RE: Express Review Notification of Construction t1 OMA _ WATER QUALITY
?OSANO STORWATER BRANCH
Dear Ms. Karoly,
This letter is in response to the letter requesting written notification of the commencement of construction.
Construction commenced on 01-02-06.
We are sorry for the delay in this notification. Please let me know if you have any questions.
Sincerely,
Samuel Nye, El
Project Designer
919-678-1071 ext 135
2601 WESTON PARKWAY • SUITE 203 • CARY, NORTH CAROLINA • 27513 USA
(OFFICE) 1.919.678.1071 • (FAX) 1.91 9. 6 7 8. 1 2 9 0
(INTERNET) wwtiv.etdpa.com
1
E01/18/2Q06
®0
v
©e
10:22 FAX

2001
W sultants, PA
:: [phone] • Fax: [phone]
Project Number:
TO: NAME: G. K ? 14
Sar?-t ?U CC:
COMPANY:-F- 7-,?
11010 Ravcn Ridge Road
DATE: Ol 8 e oS
For Your Comments/Approval For Your Information
Per Our Conversation Per Your Request
Please Advise Please Call
Would Like To Discuss Please Handle
HARD COPY SENT:
US Regular Mail Hand Delivery
Overnight No Hard Copy Sent
REMARKS: ?r tar o(e,L r .ism,; 6"; ' "wee
S G `c ,
('es44
4 6-4- C'fn LA
FAX NUMBER: 152
FROM: k SUBJECT- Q r'e- •(g,- ..a_n k Si
The following items are being faxed. Number of pages including transmittal sheet: 2
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT AT (919) s46-5900,
"`CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and confidential. If the reader of this message is not the intended recipient, you are hereby
notified that any disclosure, distribution or copying of this information is strictly proEbired. If you have received this
transmission in error, please notify us immediately by telephone and return the faxed docurricnts to us at the above address
via the United States Postal Service,
Chariotte Office:
236 1.cPhillip Court, Suite C 3817•E Lawndalc Drive
Concord, NC 28025
Phone: [phone] Greensboro, NC 27455
Phone:, [phone]
Fax: [phone] F3x: [phone]
FACSIMILE SHEET
-'AX NO- 919) 846-9467
01/18/2006 10:22 FAX
Michael F. Easley, Govcmor
William G. Ross It., Secretary
North Carolina Department of Environment and Natural Resources
4 ETd Z002
January 9, 2006
Alan W. Klimek P.E. Dircctor
Division of Water Quality
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED LECEIVE
Apex Apartment, LP 12 2006
c% Bill J. Whitworth
8603 Westwood Center Drive onmcartal Carts?tarrt$PA
Vienna, VA 22182
Subject Property Creeksldr Subdivision
EXPRESS REYIEWPROGRAHNOTIFICATION v
Dear Mr. Whitworth:
On May 13, 2005, the Division of Wsater Quality (DWQ) issued your Water Quality Certification dated May 04,
2005 to construct the proposed subdil ision, Within the Water Quality Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ .Express Review Program in writing at the
letterhead address within 10 days old the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have b,:gun construction of your subdivision, you are required to notify this office in
writing by January 19, 2006. If you d-) not notify this office in writing and construction has started, you are in
violation of the Water Quality Certification Rules as required by 15A NCAC 2H.0507(c).
This letter is to notify you and make yrju aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program Please call Amy Chapman at [phone] if you have
any questions regarding this matter.
Sincerely,
P.7
,
401 Oversight/Express Review Permitting Unit
CBK/asc
cc: Sean Clark; S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
USACOE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename; 050749CrccksideSubdiviwn (Wake)EXP+NOT
I.?°.?`?hCaro??;'arJ
401 Oversight / Express Review Permitting Unit t N/VlltlliQ!!(a
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone; 919-733-1786 / FAX [phone] / lntcmca h=/ h2o.enr.stnte.nc.uVncweUpnds
An Equal Opaomrnity/Affirmative Action Employer- 50's RccycleC/10% Post Consumer Paper
.. OFWATF9
\O? Q?
? r
(? 1 C -
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimck, P.E. Director
Division of Water Quality
January 9, 2006
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Subject Property: Creekside Subdivision
EXPRESS REVIEIV PROGRAiil NOTIFICATION
Dear Mr. Whitworth:
On May 13, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification dated May 04,
2005 to construct the proposed subdivision. Within the Water Quality Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent sliall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of your subdivision, you are required to notify this office in
writing by January 19, 2006. If you do not notify this office in writing and construction has started, you are in
violation of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Amy Chapman at [phone] if you have
any questions regarding this matter.
Sincerely,
1??7ti-t/'"' C
Cyndt Karoly,
401 Oversight/Express Review Permitting Unit
CBK/asc
cc: Sean Clark; S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
USACOE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749CreeksideSubdivison (Wake)EXP+NOT
NorthCarolina
401 Oversight / Express Review Permitting Unit t ?l aturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn:/d12o.enr.state.ne.tis newetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
nJ
ru

® CO
_ S
Ul
o-
- Ir
- o
0
O
O

ul
. ? ? O
O
rr-
H
a
0
Q w
Z
W
O I- C)
Z Z w
o C)
.- cr N
> C?l w U
D A U) Z
Z zZ Q =
LU C)
w
U W LO -i
Z 3 r 0:

0 0
0 v
1
a a
A -+ -

O IN
z
0 3 n
0 00 O
.tza -
LI ? CC o '
e ? t
-
WOO -
czz? ? -
-+ 010

c '
z u u Ct

-r D a. 0 O

N uuz Q
at-:3 -i
t- Gi

u r+
N -

H 0
z a
O
f.?
.a
A
n
ca
?0? W A TFj9p Michael F. Easley, Governor
?O G William G. Ross Jr., Secretary
C r North Carolina Department of Environment and Natural Resources
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
January 9, 2006
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Subject Property: Creekside Subdivision
EXPRESS REVIEJV PR0GRAIIf NOTIFICATION
Dear Mr. Whitworth:
On May 13, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification dated May 04,
2005 to construct the proposed subdivision. Within the Water Quality Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of your subdivision, you are required to notify this office in
writing by January 19, 2006. If you do not notify this office in writing and construction has started, you are in
violation of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Amy Chapman at [phone] if you have
any questions regarding this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/asc .
cc: Sean Clark; S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
USACOE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749CreeksidcSubdivison (Wake)EXP+NOT
Ane Carolina
401 Oversight / Express Review Permitting Unit t Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 r/?/a
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
August 15, 2005
S&EC Project # 3258.W1
DWQ #04-0991
DWQ EXP No. 05-0749
Division of Water Quality
Attn: Cyndi Karoly/ Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's August 2, 2005 CO
Mtor `1Q05
Creekside Subdivision PVG 1
EP RB?ptacN
Apex, Wake County, North Carolina NR wPt
Slop
low
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your letter dated August 12, 2005 (copy attached), which
requested additional information for the proposed Creekside Subdivision. DWQ EXP
#05-0749 corresponds with the 401 approval given for this project (see attached copy).
Please close file DWQ #04-0991.
Please call if you have any questions or require further explanation.
Sincerely,
,<,a, Vx
Sean Clark
Attachments: 1) Copy of DWQ letter dated August 12, 2005
2) Copy of 401 Approval
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
WArFRgG.
_ 7
.r
o
ECEUV E
AUG 0 8 2005
By: Soil & Environmental Consunants, PA
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Dear Mr. Whitworth:
Alan W. Klimek, P.E. Director
Division of Water Quality
August 2, 2005
DWQ # 04-0991
Wake County
On December 8, 2004, you requested a 401 Water Quality Certification from the Division of
Water Quality (DWQ) for your project named Creekside Hills Subdivision located near Olive
Chapel Road (SR 3360) in Wake County. We wrote you on December 16, 2004 discussing
concerns that we have regarding the design of the project and stating that it would be placed
on hold until those concerns were addressed. As of today, we have not received a response
to our earlier letter. Unless we receive a written response from you by August 22, 2005 we
will consider that you have withdrawn this application and are not interested in pursuing the
project at this time.
Please telephone Ian McMillan at 919-7154631 if you have, any questions or would like to
discuss this matter.
Sincerely,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Carolina Department of Environment and Natural Resources
Q 0* "1-,,
, Supervisor
t/Express Revi w Permitting Unit
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27587
Filename: 5:\2005 Correspondence\04-0991 Creckside Hills Subdivision (Wake) Notice of Withdrawal.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27643
Phone: [phone] / FAX [phone] / Internet: hn://h2o.enr.state.nc.us/ncwetlands
N09"Carolina
AWIM711Y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
O?O? W AT ?9QG
AL 'hul
r
y
0 ?
Apex Apartment, LP
C/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, Virginia 22182
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 13, 2005
-- --:DW-Q-EXP_#1..P5-0749
Wakd County
I.f MAY 1 8 2005
Subject Property: •.Creekside Subdivision
UT to Reedy Branch [16-41-10-1, WS-IV NSW]
Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program
Dear Mr. Whitworth:
You have our approval, in accordance with the attached c4ditions and those listed below, to
place fill within or otherwise impact 0.17 acres of wetlands\and 291 linear feet of streams to
construct the proposed Creekside Subdivision project, as described within your application dated
May 4, 2005 and received by the N.C. Division of Water Quality (DWQ) on May 4, 2005 and all
additional information submitted and received by the DWQ on May 12, 2005. After reviewing
your application, we have decided that the impacts are covered by General Water Quality
Certification Number 3402 (GC3402). The Certification allows you to use Nationwide Permit
39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain
or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations. Also, this approval to proceed with your.proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and.
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 211.0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet htto://h 2o.enr.state.nc.us/ncwetlands
IMo `?tltCarolina
Al ahrra!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recyded/10% Post Consumer Paper
Creekside Subdivision
Page 2 of 4
May 13, 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 291 feet Site 2B
404/CAMA Wetlands 0.17 acres Sites 1A, 2A, and 3A
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 fob the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Rlanning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance with GC 3402.
4. Written Stormwater Management Plan
The final, written stormwater management plans (including a signed and notarized
Operation and Maintenance Agreement) dated May 4, 2005 and corrected information
dated May 12, 2005, must be implemented and the stormwater management facilities
Creekside Subdivision
Page 3 of 4
May 13, 2005
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.
5. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://712o.enr.state.nc.uslsulForms Documents.htm.
1
6. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occu? 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.
7. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
8. Water Quality Certification(s)
The proposed project must comply with all the conditions of general Water Quality
Certification (GC) 3402.
9. 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.
Creekside Subdivision
Page 4 of 4
May 13, 2005
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 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.
This letter completes the review of the Division of WateK Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or
Cynthia F. Van Der Wiele at 919-715-3473 in the Central office in Raleigh.
Sincerely,
Alan W. Klimek, P.E.
AWK/cvdw
Enclosures: GC 3402
Certificate of Completion
cc: Sean Clark-S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749Creekside (Wake)EXP+401
W AT
O?O? Q
bWG
C" ( ? _
__-s -t
O ? `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 13, 2005
Apex Apartment, LP
C/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, Virginia 22182
Subject Property: Creekside Subdivision
UT to Reedy Branch [16-41-10-1, WS-IV NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 05-0749
Wake County
Approval of 401 Water Quality Certification with Additional Conditions-Express Review
Program
Dear Mr. Whitworth:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.17 acres of wetlands and 291 linear feet of streams to
construct the proposed Creekside Subdivision project, as described within your application dated
May 4, 2005 and received by the N.C. Division of Water Quality (DWQ) on May 4, 2005 and all
additional information submitted and received by the DWQ on May 12, 2005. After reviewing
your application, we have decided that the impacts are covered by General Water Quality
Certification Number 3402 (GC3402). The Certification allows you to use Nationwide Permit
39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain
or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations. Also, this approval to proceed with your.proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto:/ih2o.enr.state.nc.us/ncwetlands
N',o'` hCarolina
Amira!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recyded/10% Post Consumer Paper
Creekside Subdivision
Page 2 of 4
May 13, 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
Units Plan Location or Reference
Stream 291 feet Site 2B
404/CAMA Wetlands 0.17 (acres) Sites IA, 2A, and 3A
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 fob the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance with GC 3402.
4. Written Stormwater Management Plan
The final, written stormwater management plans (including a signed and notarized
Operation and Maintenance Agreement) dated May 4, 2005 and corrected information
dated May 12, 2005, must be implemented and the stormwater management facilities
Creekside Subdivision
Page 3 of 4
May 13, 2005
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.
5. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://1z2o.enr.state.nc.uslsu/Forms Docunnents.htm.
6. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
7. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
8. Water Quality Certification(s)
The proposed project must comply with all the conditions of general Water Quality
Certification (GC) 3402.
9. 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.
Creekside Subdivision
Page 4 of 4
May 13, 2005
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or
Cynthia F. Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
AWK/cvdiv
Enclosures: GC 3402
Certificate of Completion
Sincerely,
Alan W. Klimek, P.E.
cc: Sean Clark-S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749Creekside (Wake)EXP+401
Project Name: Creekside W/L 1
Project No. DWQ 050749
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations

Permanent Pool (ft) 305 3
Temporary Pool (ft) 306 1 ft. depth
areas
Permanent Pool SA (sq ft) 14000 13978 sq. ft.
Drainage Area (ac) 17.9
Impervious Area (ac) 7.5 41.9 %
Forebay (ft2) 2000 14.285714%
High Marsh (ft2) 5000 35.7 %
Low Marsh (ft2) 5000 35.7 %
Micropool (ft2) 2000 14.285714 %
100%
volumes
Temporary Pool (cu ft) 28000 27751 cu. ft.
other parameters
SAIDA 1.8 1.79
Orifice Diameter (in) 2 0.07 cfs drawdown
Design Rainfall (in) 1 4.4 day drawdown
Linear Interpolation of Correct SA/DA ***
% Impervious
Next Lowest 40
Project Impervious 41.9
Next Highest 50
3 ft. Permanent Pool Depth
SAIDA from Table
1.73
1.79
2.06
ok
ok
ok
ok
ok
ok
ok
ok
Project No. DWQ EXP 05-0749
Project Name: Creekside
Bio-retention 1
SUBA117TED DESIGN:
elevations
Permanent Pool (ft) 313
Temporary Pool (ft) 313.5
areas
Permanent Pool SA (sq ft) 2450
Drainage Area (ac) 1.5
Impervious Area (ac) 1.1
Rational C 0.75
Size % 0.5
volumes
REQUIRED DESIGN:
0.5 ft. depth
2450 sq. ft.
ac
73.3 % impervious
sand underdrain
Inlet Velocity 1 0 fps
Inlet Flow Depth 4 in
Depth to Ground Water 8 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
check surfac
check veloci
ok
ok
Project No. DWQ EXP 05-0749
Project Name: Creekside
Bio-retention 2
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations

Permanent Pool (ft) 300 0.5 ft. depth
Temporary Pool (ft) 300.5
areas
Permanent Pool SA (sq ft)
900
854 sq. ft.
Drainage Area (ac) 0.49 ac
Impervious Area (ac) 0.35 71.4 `7o impervious
Rational C 0.8
Size % 0.5 sand underdrain
volumes
Inlet Velocity 2.5 0 fps
Inlet Flow Depth 4 in
Depth to Ground Water 6 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
ok
check veloci
ok
ok
. . ,
Project No. DWQ EXP 05-0749
Project Name: Creekside
Bio-retention 3
SUBMITTED DESIGN:
elevations
Permanent Pool (ft) 302
Temporary Pool (ft) 302.5
areas
Permanent Pool SA (sq ft) 1375
Drainage Area (ac) 0.98
Impervious Area (ac) 0.6
Rational C 0.65
Size % 0.5
volumes
REQUIRED DESIGN:
0.5 ft. depth
1387 sq. ft.
ac
61.2 % impervious
sand underdrain
Inlet Velocity 2.5 0 fps
Inlet Flow Depth 4 in
Depth to Ground Water 6 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
check surfac
check veloci
ok
ok
'0
o Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
L www.SandEC.coni
Division of Water Quality
Express Review Permitting Unit
Attn: Cynthia Van Der Wiele
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
May 12, 2005
S&EC Project # 3258.W1
XP No. 05-0749
D
MAY 1 2, 7005
cTU1OSMO TTORMWA ERBRA1vCH
Re: Reply to the Division of Water Quality's May 10, 2005 request for additional
information
Creekside Subdivision
Apex, Wake County, North Carolina
Dear Ms. Van Der Wiele:
This letter is in response to your letter dated May 10, 2005 (copy attached), which
requested additional information for the proposed Creekside Subdivision. Please find
three copies of the requested changes.
Additional Information - Stormwater Management Plan
1. Please provide a drainage map at a scale of F'= 50'.
The attached overall drainage map is on a 1:100 scale snap because a 1:50 scaled snap
would not fit on a standard sheet. Please let us know if this is not acceptable.
2. Extended detention ivetland:
a. Please clarify the routing of the stornm-ater within the extended detention
wetland; the center inlet appears to short-circuit the system.
The routing of the stormwater in the stonnwater wetland has been redirected
(please see map) to prevent the stormwater short-circuiting the system.
b. Yotn- calcztlations indicate [correctly] a surface are = 14,000 square feet,
but the permanent pool surface area on the DIVQ MYorksheet indicates
3500 square feet. Please make corrections to the worksheet.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
?OF W A TF9O Michael F. Easley, Governor
61 William G. Ross Jr., Secretary
Cl) r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
taw Division of Water Quality
May 10, 2005
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
(I?
Apex Apartment, LP I MAY '
C/o Bill J. Whitworth 1 2 2005
8603 Westwood Center Drive ' j
Vienna, Virginia 22182
Subject Property: Creekside Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
On May 4, 2005, the Division of Water Quality (DWQ) received your application dated May 4, 2005 to
impact 291 linear feet of streams, 0.166 acres of wetlands, and 0.186 acres of open water impacts to
construct the proposed Creekside Subdivision project. The DWQ has determined that your application is
incomplete and/or provided inaccurate information as discussed, below. The DWQ will require additional
information in order to process your application to impact protected wetland, streams and/or buffers on
the subject property. Therefore, unless we receive the additional .'information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information-Stormwater Management Plan:
1. Please provide a drainage map at a scale of 1" = 50'.
2. Extended detention wetland:
a. Please clarify the routing of the stormwater within the extended detention wetland; the
center inlet appears to short-circuit the system.
b. Your calculations indicate [correctly] a surface area = 14,000 square feet, but the
permanent pool surface area on the DWQ Worksheet indicates 3500 square feet. Please
make corrections to the worksheet.
3. Bio-retention:
a. Please change the plant specification from Myrica pennsylvanica to Myrica cerifera.
b. Please check the inlet velocities on each of the bio-retention cells. DWQ advises that the
maximum velocity for ground cover is 3 fps and 0.67 fps for mulch.
Please respond within three (3) days of the date of this letter by sending this information to me via e-mail
or fax and a follow-up copy in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect review
program for your project, then we may have to return your application and have it reviewed through our
regular 401 Water Quality Certification Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: http://h 2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Eaual ODoortunity/Affirmative Action Employer- 50% Rmcled/10% Post Consumer Paper
ELAM, TODD, d'AMBROS
URBAN PLANTING • LANDSCAPE ARMITECTURI
CIVIL ENGINEERING • LAND USE CONSULTINC
2601 WESTON PARKWAY / SUITE 203
CARY, NORTH CAROLINA 27513 USA
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL) etdCbellsouth.net
CREEKSIDE
BIO-RETENTION
AREA PLANTINGS
Drawn By: BDM
Checked By: MGR
Date: 09-27-04
Proj#: 2304006
Revisions
BIO-RETENTION PLANT LIST
KEY QTY. BOTAN I CAL HME CCMHN we SIZE
ROOT SPACING FSiAM
/R 2 K,ER RUE" RID Kq LE 1 C& Bt 5 AS SH" FULL
ON 10 N 'HERIT HERITA5E RIVER BIRCH 8 HT 59B SHOW
AS 3 OR TRUN
BT 0 BERBHRI S TKUN38Rf l JAP .24-N HT 8-24' SPO -
3 GAL 4' 0 G
6T 4 6LEDITS1A TRI KATHO5 THORNLESS KNEY L00JST 2 I - T B FU
16 17 ILEX &A3RA I NKBERRr HAZY 24- ' HT 8-24' SPD 3 GAL 4,5 0 G
MP I I KMI CA CERI FERA KI X WRTLE 24-36' HT 8-24' SPP 7 CAL fi 0 G
NOTE:I. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT COUNTS
2.10 LBS. OF ROUGH BLUEGRASS TO BE PLANTED AS PRIMARY
GROUNDCOVER. A MIX OF 44-SNITCH GRASS, REDTOP, AND BLUE 101 NT
PLUGS SHOULD BE INSTALLED IN CLUSTERS NEAR SHRUB PLANTINGS AS
INDICATED ON PLAN.

SCALE: I' =20
CLIENT:
TIM MULCAHY
METROPOLITAN DEV. LLC
14 VICTORIA COURT
REISTERTONVN, MD 21136
[phone]
SHEET
SI-1
+ DWQ Project No. '
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET') WETLAND WORKSHEET
I. PROJECT INFORMATION lease complete the following information):
Project Name :
Contact Person: Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pod Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9%18' Surface Area
Micro Pool Surface Area
Temporary Pool Volume
305"-o It.
304.0 It.
K, PVC sq. It
ac.
ac.
2.000 sq. It.
91000 sq. It.
6,Jtla sq. It.
?.000 sq. It.
Z$, 00 0 cu. It.
SAIDA used Q
Diameter of Orifice Z in.
It. REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert In) (?AIfS)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pod elevation approximately 15%)'
(at permanent pod elevation approximately 35°/9)'
(at permanent pod elevation approximately 359'9)'
(at permanent pod elevation approximately 15%)'
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)'
(draw down orifice diameter)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been =4 affach an explanation of why. 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
Applicants Initials
M 6tfL- The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pod elevation is specified.
_ An emergency drain is provided to drain the basin.
1A The temporary pool draws down in 2 to 5 days.
- 111frt? Sediment storage is provided in the permanent pool
M _A sediment disposal area Is provided.
a Access is provided for maintenance.
MI nA= A site specific, signed and notarized operation and maintenance agreement Is provided.
M
JA r WI The drainage area (including any offsite area) is derineated on a site plan.
Access Is provided for maintenance.
Plan detals for fire wetland are provided.
_ktil?ti Plan details for the inlet and outlet are provided.
t- A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http:#h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
' Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stonnwater BMP Manual, April 1999.10% open water, 50% high marsh, 40% low marsh.
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Phone Number
For projects with multiple basins, specify which basin this worksheet applies to: 41
Permanent Pod Elevation 113. it. (elevation of the orifice invert out)
Temporary Pool Elevation 317 .97 It. (elevation of the outlet structure invert in)
Bioretention Surface Area 7, t 50 sq. ft.
Drainage Area 1.5 ac. (on-site and off-site drainage to the basin)
Impervious Area (-I ac.
- (on-site and off-site drainage to the basin)
Rational C Coefficient 0.7F
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity fps
Inlet flow depth A in
Depth to Ground Water $ It
Planting Soil Infiltration Rate 0-77 inJhr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate 0.3 inJhr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS"CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation Is attached. If a
requirement has not boon met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and spedfications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
if fh No vertical sand bed is proposed
MA'n- The bioretention area is at least40 feet by 15 feet
JA kA- Sheet flow is provided at inlet
K K) - Water table depth is greater than 6 feet
M brit- Minimum of 6' ponding is provided.
M O?_The ponded area mill draw down in less than 4 days.
K ? Planting soil infiltration rate is greater than 0.52 inlhr.
_1Ak)_ The in-situ sod infiltration rate is greater than 0.2 in/hr.
M its- A planting plan with species and densities Is provided.
k1¢(0! Mulch layer is specified In plans.
04NO%- Planting sod meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1M)
?1 fYI?' Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
_i my An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable In the Piedmont and Mountains
DWQ Project No.
PROJECTINFORMA'
Project Name :
Contact Person:
For projects with
DMSION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
(please complete the following information):
UX-?nl" d Fyzll Phone Number. f ?) 6'7t-(0')1
basins, specify which basin this worksheet applies to: tf ?-
Permanent Pool Elevation 300.0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 300.19 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area _ Qpo sq. ft.
Drainage Area O. ac. (on-site and off-site drainage to the basin)
Impervious Area 6. 3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity 2.5 fps
Inlet flow depth b in
Depth to Ground Water b ft.
Planting Soil Infiltration Rate 0.1 inAv. (the sod layer down to 4 feet)
InSitu Sill Infiltration Rate 0.1 inN. (the soil layer below 4 feet or below the sand bed)
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an e*xmGm of why. At a minimum, a complete stormwater management plan submittal Includes
a worksheet for each BMP, design cakxulations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional Information and will substantially delay final review and approval of the project
Applicants Initials
MA No vertical sand bed Is proposed
M&N The bioretention area is at least 40 feet by 15 feet
fkR- - Sheet flow Is provided at Inlet.
Water table depth Is greater than 6 feet
M ? _Minimum of 6' podding Is provided.
M The ponded area will draw down in I= than 4 days.
Planting sal infiltration rate Is greater than 0.52 kAr.
The in-situ sod Infiltration rate Is greater than 0.2 kft.
A planting plan with species and densities is provided.
-1A (V'L Mulch layer is specified in plans.
Mme- Planting sod meets minimum sod specifications (NCDENR Stormwater Best Management
Practices Manual, April I M)
;AWL Plan details for the bioretention area provided.
M Lfw Plan details for the inlet and outlet are provided.
M Kti An operation and maintenance agreement signed and notarized by the responsible party Is provided.
Mase note that underdrains beneath the planting sod are acceptable in the Piedmont and Mountains
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
L PROJECT INFORMATION (please complete the following Information):
Project Name : _{G
n.t n nta? Mrr?-
Contact Person: •?'t''? _ s "r Phone Number m(n) 67s.fit _
For projects with multiple basins'
, specify which basin this worksheet applies to: *Z
Permanent Pool Elevation 307,0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation '307-5 It. (elevation of the outlet structure invert in)
Bioretention Surface Area 11376 sq. ft
Drainage Area 04 8 ac. (on-site and off-site drainage to the basin)
Impervious Area
Rational C Coefficient O, 60 ac.
.66 (on-site and off-site drainage to the basin)
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity ZS fps
Inlet flow depth in
Depth to Ground Water ft
Plantuig Soil Infiltration Rate _ 0.7 InA r. (the sod layer down to 4 feet)
In-M Sal Infiltration Rate 0.3 inJhr. (the sod layer below 4 feet or below the sand bed)
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation Is attached. if a
fequlrement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifcatons showing all BMPs and outlet structure details, a detailed
drainage plan and a fugy executed operation and maintenance agreement An incomplete submittal package will result In a request for
additional information and wig substantially delay final review and approval of the project
Appr'icants Initials
Y/k No vertical sand bed Is proposed
M kX- The bioretention area is at least 40 feet by 15 feet
Oat Sheet flow Is provided at inlet
M WI A- Water table depth is greater than 6 feet
M kJL -Minh= of 6" pondM Is provided.
M kit The ponded area will draw down in kiss than 4 days.
hV-- Planting sal infiltration rate Is greater than 0.52 kft.
- Mkt- The in-situ sod infiltration rate Is greater than 0.2 W.
10 pt- A planting plan with species and densities Is provided.
M? Mulch Layer Is speafied in plans.
14 Planting sod meets minimum sod specifications (NCDENR Storrnwater Best Management
Practices Manual, April 1999)
MkA- Plan details for the bioretention area provided.
f Plan details for the kilo( and outlet are provided.
Ai kY-' An operation and maintenance agreement signed and notarized by ft responsible party Is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
f
?OF W A 7' 9O Michael F. Easley, Governor
?Q G William G. Ross Jr., Secretary
Cq V W r North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E. Director
Division of Water Quality
May 10, 2005
DWQ EXP No. 05-0749
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Apex Apartment, LP
C/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, Virginia 22182
Subject Property: Creekside Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
On May 4, 2005, the Division of Water Quality (DWQ) received your application dated May 4, 2005 to
impact 291 linear feet of streams, 0.166 acres of wetlands, and 0.186 acres of open water impacts to
construct the proposed Creekside Subdivision project. The DWQ has determined that your application is
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetland, streams and/or buffers on
the subject property. Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information-Stormwater Manaf;ement Plan:
1. Please provide a drainage map at a scale of 1" = 50'.
2. Extended detention wetland:
a. Please clarify the routing of the stormwater within the extended detention wetland; the
center inlet appears to short-circuit the system.
b. Your calculations indicate [correctly] a surface area = 14,000 square feet, but the
permanent pool surface area on the DWQ Worksheet indicates 3500 square feet. Please
make corrections to the worksheet.
3. Bio-retention:
a. Please change the plant specification from Myrica pennsylvanica to Myrica cerifera.
b. Please check the inlet velocities on each of the bio-retention cells. DWQ advises that the
maximum velocity for ground cover is 3 fps and 0.67 fps for mulch.
Please respond within three (3) days of the date of this letter by sending this information to me via e-mail
or fax and a follow-up copy in writing. The Express Review Program is a process that requires all parties
to participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect review
program for your project, then we may have to return your application and have it reviewed through our
regular 401 Water Quality Certification Program.
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto:/ih2o.enr.state.nc.us/ncwetlands
n`
N Carolina
NturallU
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
+ Creekside Subdivision
Page 2 of 2
May 10, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not have
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
@?- -VO-L
i Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Sean Clark, S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050749 Creekside (Wake)EXP+hold
SENDING CONFIRMATION
DATE MAY-10-2005 TUE 13:51
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : MAY-10 13:50
ELAPSED TIME : 01,09"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
_®?A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
M ctmi F. _ray, Governor PSUan G. Hoss. J,., Seore.ary
Alan %ti Klimek, P L, MrKtor
EXPRESS PERMIT REVIEW PROG]RUM
Division of Water Quality
Department of Environmcntul anti Natural Resources
Rrcllandt'401 Unit
Street Addrvss: :321 Crabtree Doulecard. Suite 250
RakiA NC 27604--226()
Mailing Addrers: 1650 \lal Scrvicc Center
Italeigtt, NC 2i699-160
Contact Information: Phnnc b: 919.713-02-03
Fax 7: 919-333-6993
Fax To: Scan Clark Fax ii: 919.846.9467
Subject: Creckside S%D Date: May 10, 2005
Number of pages including aner sheet- 3
NOh7 or special instructions:

'.,c ornpnal will be sen: in the mail. If you hacc questions plcwc %:AA Debbie Edwards ut 919.733.9502.
tz•elm••.• li-.we.sr N.ry,l«..e,c .s. ax• N ;iLCatvi lit
., [>+? Ozc?+y?r rn-n k.r., rrc+?r - rn n.gea iM r A Lnr?[µ:,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Sean Clark Fax #: [phone]
Subject: Creekside S/D Date: May 10, 2005
Number of pages including cover sheet: 3
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.st ite.ne.us/newetfands vVaturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Project Name: Creekside
Project No. DWQ 050749
SUBMITTED DESIGN:
elevations
Permanent Pool (ft)
Temporary Pool (ft)
areas
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
Forebay (ft2)
High Marsh (ft2)
Low Marsh (ft2)
Micropool (ft2)
volumes
Temporary Pool (cu ft)
other parameters
SA/DA
Orifice Diameter (in)
Design Rainfall (in)
W/L 1
REQUIRED DESIGN:
305 3
306 1 ft. depth ok
HLeo C/1,L
3500 13978 sq. ft. check surfac
7.5 41.9 % -
2000 57.142857 % checkforebc
5000 142.9 % check marsh
5000 142.9 % check marsh
2000 57.142857 % check micro,
400 %
28000 27751 cu. ft. ok
1.8 1.79 -
2 0.07 cfs drawdown -
1 4.4 day drawdown ok
Linear Interpolation of Correct SAIDA***
% Impervious
Next Lowest 40
Project Impervious 41.9
Next Highest 50
3 ft. Permanent Pool Depth
SA/DA from Table
1.73
1.79
2.06
Project No. DWQ GYP 05-0749
Project Name: Creekside
Bio-retention 1
SUBMITTED DESIGN:
elevations
Permanent Pool (ft) 313
Temporary Pool (ft) 313.5
areas
Permanent Pool SA (sq ft) 2450
Drainage Area (ac) 1.5
Impervious Area (ac) 1.1
Rational C 0.75
Size % 0.5
volumes
REQUIRED DESIGN:
0.5 ft. depth
2450 sq. ft.
ac
73.3 % impervious
sand underdrain
Inlet Velocity 5 0 fps
Inlet Flow Depth 4 in
Depth to Ground hater 8 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
check surfac
check veloci
ok
ok
Project No. DWQ EXP 05-0749
Project Name: Creekside
Bio-retention 2
SUBMITTED DESIGN:
elevations
Permanent Pool (ft) 300
Temporary Pool (ft) 300.5
areas
Permanent Pool SA (sq ft) 900
Drainage Area (ac) 0.49
Impervious Area (ac) 0.35
Rational C 0.8
Size % 0.5
vohanes
REQUIRED DESIGN:
0.5 ft. depth
854 sq. ft.
ac
71.4 % impervious
sand underdrain
Inlet Velocity 4.2 0 fps
Inlet Flow Depth 4 in
Depth to Ground Water 6 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
ok
check veloci
ok
ok
Project No. DWQ EYP 05-0749
Project Name: Creekside
Bio-retention 3
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations
Permanent Pool (ft) 302 0.5 ft. depth
Temporary Pool (ft) 302.5
areas
Permanent Pool SA (sq ft) 1375 1387 sq. ft.
Drainage Area (ac) 0.98 ac
Impervious Area (ac) 0.6 61.2 % impervious
Rational C 0.65
Size % 0.5 sand underdrain
volumes
Inlet Velocity 5 0 fps
Inlet Flow Depth 4 in
Depth to Ground Water 6 6 ft
Planting Soil Infiltration 0.7 0.52 in/hr
In-Situ Soil Infiltration 0.3 0.00 in/hr

ok
check surfac
check veloci
ok
ok
Re: DWQ 04-0991 Creehside IIills S/D
Subject: Re: DWQ 04-0991 Creekside Hills S/D
From: Bob Zarzecki <bob.zarzecki @ ncmail.net>
Date: Wed, 15 Dec 2004 08:54:31 -0500
To: Cynthia Van Der Wiele <cynthia.vanderwiele @ ncmail.net>
CC: john dorney <[e-mail]>
Cynthia,
See comments below. After talking with John, I agree that we need to put it
back on hold.
- Bob
Cynthia Van Der Wiele wrote:
Bob,
You asked me to 2nd this one. There are problems with the storm water
management plan. They did not respond adequately to the more
information letter sent on June 29th.
The Plan is unacceptable for the following reasons:
1. Condition Number 4 of Water Quality Certification No. 3402 (corresponding to
Nationwide Permit No. 39) requires that:
"...in watersheds within one mile and draining to 303(d) listed
waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW),
water supply waters (WS), trout waters jr), high quality waters
(HQW), and outstanding resource waters (ORW), the Division
shall require that extended detention wetlands, bio-retention
areas and ponds followed by forested filter strips (designed
according to latest version of the NC DENR Stormwater Best
Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific
stormwater management plan is required."
It is WS-IV NSW and they did a pond not a constructed wetland.
Correct. However, they have proposed a bio-retention area below a
stormwater pond. So the question is does this meet the condition above?
1 or 2 5/10/20051:50 P`I
0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cynthia Van De Wiele
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
From: Sean Clark
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Creekside Subdivision
Apex, NC
May 4, 2005
S&EC Project # 3258.W1

On behalf of the owner, Apex Apartment LP, please find attached a complete application and
supplemental information requesting written concurrence from the N.C. Division of Water Quality
(DWQ) that the activities proposed below may precede under Nationwide Permit 39 and Isolated
Wetland Permit. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Creekside
Project Type Residential Subdivision
Owner / Applicant pex Apartments LP
Count Wake
Nearest Town Apex
Waterbod Name Reed Branch
Basin / Sub-basin 03-06-05
Index Number 16-41-10-1
Class WS-IV, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.166
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.186
Total Stream Impact (linear feet): 291
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Map
Wake County Soil Survey Map
Impact Map
Copy of 404 permit
Stoanwater plans/sheets
$2,000 Express Permit Fee
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
MAY 4 NM
DENR - WATER QUALI I Y
Office Use Only: Y Form Version March 05
USAGE Action ID No. DWQ No. (5? )
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Apex Apartment, LP
Mailing Address: c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna. VA 22182
Telephone Number: 512-565-5999 Fax Number:
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: Sean Clark
Company Affiliation: S&EC, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClarkgSandEC.com
Page I of9
10. Describe the overall project in detail, including the type of equipment to be used: The
project includes single-family residential housing as well as apartments. Heavy equipment
typically used for earth grading etc. will be used on this site.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide additional residential housing for the growing area to meet the demand.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of. the same T.I.P. project, along with
construction schedules. A Jurisdictional Determination (JD) was made by the USACE and the
survey of the wetland boundaries was signed (USACOE ID #199820005) on 1 October 1997
(please see attached copy). A nonreporting Nationwide Permit 26 was utilized in 2000 to fill a
drained pond on the site. A copy of the 404 permit is attached which authorizes fill in up to 0.3
acre of wetland, however only 0.262 acre were filled. The pond that was previously filled is
circled on the attached copies of the original wetland survey. The project that the NWP 26 was
used for was never completed and only a clubhouse was constructed. The clubhouse has been
removed from the site. The current delineation is reflected on the attached impact map. The
current property owner is different from the one that obtained the NWP 26. Because the JD
expired on 1 October 2002 an updated delineation was required. Ms. Jennifer Burdette of the
USACE evaluated the site and approved the redelineation in 2004 (Action ID #200420691).
During this site meeting a wetland area previously not delineated in the 1997 delineation was
determined to be isolated. A permit application was submitted on June 17, 2004 and proposed
impacts were approved by the USACE. Revisions were made to this submittal to meet DWQ's
current stormwater regulations and those revisions were approved by the USACE (Action ID
#200421198) but were not approved by DWQ. DWQ requested that the stormwater pond
originally proposed be redesigned as a stormwater wetland. The current submittal proposes to
use a stormwater wetland.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated for this project.
Page 3 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number applicable) e)
(if ap Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.166
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.186
Total Stream Impact (linear feet): 291
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Proposed impacts to isolated wetlands total 0.083 acre. No isolated streams exist and not
other isolated wetland areas exist.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The site plan avoids any
impacts to the floodplain along Reedy Branch. Impacts that are proposed are to areas that
Page 5 of 9
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buf
er multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
Page 7 of 9
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

M
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
® Soil & Environmental Consultants, 77A
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: LP e(6 C?1 / C? t- At y??
Address: 6 3 ??S`rwJ?e? c vL ??^l vice>1na? ?? Z21 X2-

Phone: (S (Z) S'd S - S4
Project Name/ Description: rc e ?s e? e ?-? L(s a P a r? ran e
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28102
Attn: Jennifer Burdette
Field Office: Raleigh
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
suppleme tal inff rmation in support of applications, etc. from this day forward. The /fa" day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
?u
Property Owner s Signature
cc: Mr. Walter Cole
Soil & Environmental Consultants, PA
blank agent auth forni.Soc
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
I
o:Ch?
p i e 1
5
71I 4 ? ?
/o
0
1 _ II ? 1?
.: II
00-
50 57
?. o..
oil
00 Dd/1
14
Project #: Scale:
3258 W-1 1"-2000 Figure 1- USGS Quad
Project Date:
Mgr.: WC Feb 2004

Metropolitan Development
Wake County, NC
NEW HILL, N. C.
35078-F8-TF• 024
PHOTOINSPECTED 1983
1974
PHOTOREVISED 1981
DMA 5255 111 NW-SERIES V842
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

rry 1?Sfia
} +? ; Cr132
a
1 4 ? ?1 ^t"l
fl ,'t .? ? ,f 4 J
`r t
r.+ ti`s 1
'3r?J".4"r ct .t :h _4
??- C, e
? fi JAI Z //i
E ` ?lflEit? ?'"?t
H
CtC¢, 7? y?y. ?? Y?? o
s
r 7?-
,?'l ? i ? VVtntY t p - -y i Sr j ?; C'
r •?'' t l?? "? t' r ':? y
? If ? i? J/ f ? i iyg
? ?' r(ft? rJ?'y , tff '. C?(t :? a ? Z
1' ? ??¢ k } 5 .Gri3 f r
??J?/l g { Ff? Jr?l!ti ? 4 ? }
pit .+i ? F ?'? +Y?i ?+? `.? ? s ?{• ` `,.k ? la
r `Ct62 Cif ? . CrCZf"r '' is - tr SE
14
Project: Scale:
3258W-1 1"=1320' Figure 2- Soil Survey
Project Date:
Mgr.: WC Feb 2004
Metropolitan Development
Wake County, NC
iqm Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
Ak?
[phone] • [phone]
Web Page: www.SandEC.com
i
cI #7
i
T KPILE AREA /
27128! 30 ,1-
,g? I I / oti
/
/BUILDI c
E 1
?SCA 1 "_ c 2
>> \ \ . d I
2 ' RRIVATE I
CCESSE1a E<i4
A?? \ \ YVET AND A
\ \ 000 ACRES / I
?FY \ \ Ir ?/ I? ? -
t?j
OUTLET P OT 1 < 0
Lli
9'x12'x9"d LASS
--`R\P-RAP P > I ^ C? /
\ ?p0S 1 ?J /
\ U P TEC ON -
9'x x1 CL S 'B'2
36\\ O RIP D
TLET TEC 1
4 ???0 x5' 8d A
? RIP- P P
u
Q 26
Cl #7
A EA
IMPA T D THE
_ /?91 FEET
SOIL T KPILE AREA
i
?
0u--
27 1281J I I 1 \ /
ft-am I-2oti-?
so2j w _X
-VA / L
9
1 \ i 1 --?
?- - ,
FIGURE 3
LOT 37
DRAKE PAUL ` WETLAND
0.113 ACf
PIN NO. 0722.04-93-6404
00
ENT AG ----
ONIfG
SCALE. I=40 5(
BUF ER
17
00
EOP
C,
7o /
M
50
1,00= _-
dERAGE - - - - - -
ZONING
#51
i
A .....
- ESC _.._A
"IMP TED W AND
`-B
T / A A 0.046 C S
e LUGS -
EiN-
6-PL
UGS/ \?
307 705
?f C
)))
7-W FLASnB0AR0
"'b. 5-
-305.5
['eQGSNT
ZONE
5(76
OPEN WATER
3u9eR30NT
ZONE
505.LiL TYP I CAL PROFILE OF ENG 1 NEERED WETLAND
505.7.NW-
30b'.NWL
LEGEND
ZONE* I OPEN WATER SUN-ERSAHT ZONE, 16• -b•
AT
R LEVEL( 0.07bAG
304-505 BELOW NORMAL W
E
Z
p N
I
3056505.5 BELOW N WATER
L
EvEELL( 0.207AC)
p?
_
SWr
3c57
-3
?
?3 ?
07 ABOVE NOR1Yd.
T
d LEVEL(
1 (SAG
5
ZONE 04 1EgIO ZON• 16'-•?0'
307-305 ABOVE NOW?Y?L WATER LEVEL( 0.041 AG ?

#4

Er-AM, TODD, d'AMBROSI
LEAN M-G. LVark-A AAClVIHCRRI
c INGLt'FFAd10. LNm IJU C ILTLNO
1101 WESTON PARKWAY/SLnTR 703
CARY, NORTH CAROLXNAT75I3 USA
(OFFICE) 919.678.1071
(FAX) 919 678 .1290
(SMALL) Ied r•SIIIJIwhnn

r
- - c01'.lxglll: q'0O1\IAlntl
PLANT LIST mS 01010"EOAND Srrf Ulr4cln%q
.tcalmI:bm Lm.:Ali±IrtJ
(Ibl'Lin NMl_
WI d.v1?o a.A 4 mtlmel'm aN..mm.4 wnimm.mn Iri
e..:.?,t 16. N' S?AI9eS L?t'AA'. 1914."?t9 wn rowdy I. W e., r. rMrm W rh ae m
Ceegaylwlevelv0 OIL Gtm1 AO k[uq kl uecmlAbehhla Iaq.+}. Fes'.. •rvu
M9b w[mi OIL xM.W.flr XC Sm eruYtnxAtl bye We"vrer 1. £1 w.. J Wiaa wM Hw rL0 d: a.arwd Pu Y 14
Pmmn[ade OIL Pe1WW T.1 Vey AQI.Id]R holMY wnm4'rI ru?ra0 of lpYdiyvyn

IS?I?
® 1. 1rgwre d -W1 b only Iu tlmubtl.s.nnlJVrA tA.
M
N
??4
a
ik.W
e
.
1 m?
?
(O [
l
kl
t
Ymd?
mf
J?
r
n
0
K
ilov GIL
Iw.f?I
x4
Sev®14WWre mm[W LW
A AO mnwM?lAwM m.wUM1 4nmtYrp.rrtara LllM1
ri
w
h-g-. OIL spoem BL.fhL SCf Nu. M. d-'-,A llm warmrv.y WUlwynut
.
P®Xd
Paull.
P .wWMO OIL
OIL 1 Kul
.bv.law of
tCf l 141e14.4mIeIDhAt1-1
Wltirf ROI.tIP. rPw 2.e AL 4rp+e. Woven Wnw:wmmM mmrve.MrmmW .An.ILL
1, I.mAM rnl ova..burn n.4wf atM lk kemvt mwuv tmm
Pmtlv.tmla. OIL 5 !'ml
Nt..[Mfbm In bmv ntdd lnppw.?oewrwn duuAlw r•14 p.®ary
SyOVW YWrb OIL 1
- Jetv/ k" P- g
Q.t pvap.la.iL•e tblrJl[ .k..iuXt
Iprtllm. OIL C..w lGeigat of k AOO root
W

I.rl-pt WfW
OIL
SaIao -b

]GO d-
W, ft,
W0e11[. klt J-.bEeGfeMW

nA mmpy.N P+wml awon w.y lnr„.IVhw.•.•raW
mp..N w nNd Ik fsrmm Wll k A.
n W b ?n
.Iw.N ,¢ryr
F
O
}tom erluw 'I4 uw.W N nweL i w•m.vwl . vXlnd
W. vmr s r¢I:. .A, wwm... r.nYy rp1l.v
co-Ir wpe NWU i. 14 fmA ww.rfe wed w lr pr. e M myy rrw.mm
L_.?N-^s ?e SsYlssiNes StL?t nASnm. en AmA•,amnrm me4rtq,.m MMrnn¢gl.w,,a,•mti rmn
k.upyot mletu OIL Nm?PdLe b0 Pm•vrP¢e,rmAnTme.n<me 1. Atluu Y.wrdulNpunAW lr lunufmvuumulwdoa
J?f. m?• oe IeLteOa 123
wmsf roahmremw
Gpar.m lMOOm rACW? JaePPwms III nlrp4mbd,try pup4fowe w.Lafl4l.em Nnry
I^nn.TMeW^^^^w¢r}1+.:t::
Ilp.pemplahluA rA Im.i II nltebuOlrl,.m.IA..A l.ui lwel .
MaMLln.r+IM Oe.v.WperyW?rnAe
P_ _w_ C AkEyv n0 Pme.OVe. LABOR
fW m[at. mLe

10 L
W
W
e
.-.µP.m W
IACU. NdmW 110 CotPewOPafoml0u mnnun
.onw•I
..v.^I
Iw-, m•t rACW. Pf•e Cmeref 310 GwfFStfk:lar,•A:t romtwt iwAOmauW.WUm
• id WeCOU¢Lrq(Sprry.iu? Dj y.?paiJi ?wM
KLM U RUe n nM wr e•.a
1Ld nheuw.7 J Imuuw...m1u?W4:•"
a sP.r 1....rmarl.dw..r
:TE'YIOn
Intrppopttryo.u. x?..?
IAL 4??
k. T?IrIS.
3L0 Lttle: t=t±n
Pen. p.e.rmllymevmre. II M1•y u10 N b.mwW MI M. rm fN pv. Po-W m u`e.
brtFV mhae O " W
WW of
4tr.q bet Eee. mmptlmtel:G.t
rluan.m.WAYn
Cyo.mv.rmmvl
Flpor.m Plaklut
f= OIL L
rACV. J.p'
J00PI0
WW
I— tCl
I:f i.lrobp Mp.laLe pri4Nw.
PmtIL¢e.wm Ewe.m Ot bm I+.rAm[unwrq pAq wWnWm4.NnNlp lttnW n.orMW
„L
u ri(w sart.vlasv.bm. 310 -1. vmm p.e.ydfl. ro.¢
L.-_ rAC GYMle too Cp[amQ, chmwptpX OOnw nlu.iola rl•OMnd.uWWrvwllN mrmWnakwrly
Paw mWlln rAC SaLGe. k0 Plme.O¢e. eOlR fpmwue Amir..pXw rim Ar Wmnr WI14d1
Iier'a p.euA r.tcW. Pr•.Larapp. Ns caalmlAatm; .a:.t rtaf.•k
II W
A
r hA h A
X
N
1 W
i
y
l

II,?e=fy,? n
r
m
tm
ro
nY.
.rv
.
.Yrt mV.nll
r t? Wl..n 48 M rvm rump ky Y uv. ernmw•n All
(14 W't1m011'M.1 .u• r.B4w NI. Wiuprvlumrlkuv.mal P.uve

S,JSttL?a
3'ser
Ceabn:tl!
?
Cu-;s n ua.Yrd.Ai.w.?i.r.r allM14pe.m.i,wgrM1 mwnl

^^•^nenpl.y
Ae.opopoe 111E AC. l.mmA 110 Inh4 PIPC0r4lute/.RVt•1I0/
Civu ra0mm TAL 0
Lemf. WGIP1e 12 W", ropttruJ7.n10e1 Is Akpinn,IrrMersYlem. MnvAMMtlnxdu.Ixm
G[pOM nrn• rA? L- Oro 11 0 0 rn¢mrr¢eepwey

ekm tlwm. W.
rec.
s.wn a.a
NO
ama Pmm Nlun
n. Akrma. an ah.rk.af.N maem„wneXeWwm..A IN
b_._ rAM IrI 1'. SUra 110 khv ma I.- 5-r AcSWmmtlymlclm.rv kumpW Sdma cuuWnmlr
SrI¢eJrW errp?m lPL flue elvlm no t}rN P[re:illm L?+/wn.l lwl A. -1r1. nw,nhln
Svphlt'vA mtv rAC Llde [m 370 k1.1 kge
IPdeW
.lk w: rPAI .. mm.Am .. mwr v. nw4.a iMrA.p
mrln,tivmi Xl[N.tw,.wr mw
Iu
• 1.- c- cm (sPm. iiq 11. Oa p1p. ufM IAe b n umm W .wt Ih ul.ru W AvA.n
wlrlmunM W yW 4M anMpnm ofM w A[Nwh mm NM
,r-?..r- .¢ o,e .t?fu eLn M c.r+•m w1e+w...r1

r"C 211.5
a

f9iLw'L4

CSill3

f?1L4:'!=FID ill nmrh m.mnm Oren Pu n

labl Plm3 M'..e n[nx?ent A is M h M amrei r
Qmm®mrel mJOb N'L t li
me n0 LLUrtp.Im pvxf aPnmte.FpO blh pmn.m.llxn WrA iAn ruYd. NAnm?nuW All
lnYammAle FA' -"r flI Rp1o0 P.?W¢L+ r.meutll..naAprw Wryerca
S- TACO w-1, IR
Wem Po I Rp[vA PVa Ave If uWrki w v w nd r F W r.eJr M e opal k
p..m0u A>h k A•tery Y m4n A, rr q pmnW b n'XIm1e
•rn
w [w. w wmm mm m•.. rnfir m
M b.m
t
ry
V
N
Ih d. YII N AryeW a I.m. M Vat n ap..a1 r.mly DmA...
hA h .vePt • wenun .NM •rm tnnvnl in.uw rn
nmM .1? .tf,l?r... .Prtf .I.m.ry .oatrWlwn .A•e
.Aar tv a f • n I k ova wl k .gnud r o¢w ven+r II. J, ?4
TT Puvpm krtl.bpu d,n+t 4emar.k.W ..¢NJIwW rWr
11 AY w dw.w b, OL11.W A ...u1. Imna? ..v ay o
taaAy
Yo[hertrfk.
I ih mnnrar,4l d••,w.m. XMIm N,wL.r „p?q
.pn,.w...J*T .I"IRt•..wm.pve MrMlN,ry.opnon
1. rvkpbu•Wmul A'w SIldA kgrtifW.w+:vd
_n rv?awIWnm.nan'-1
J Ame•.'.:=1
..k n,n.eh.tw.w rnnrn.•Wlmr m.
+e X..Na v vw Pr.ew? e.qt A Im m
•.,.1 r p?.m,n A?.r r p.A.1? ?, P? e.A...? M
t. lh Ines tl•IwP WI nMY b d mn...11.4ekd.bw.M
ulye, Iw N uleW m1.h n wn nlb Iararm.t Ittl•eA
trt V IM1n Me Ina1,?. q..,M
J 11k fo-.mJ. iwl ew•tP n?nr? wbYt Atuq IrtIA n ?m.dtMy
AN JIwMrwmpYU'W nvA qr 4o.r.• JJ.?mrLe.WJu
Lmay^
1. hlmrt l.wkpXrx WpNWrl.Xm tNw-IA1 T41.t Ah•
W t.u W m J+1 N P. W A 4K. A An. drnl w hm flanks reNry
I.X,q.,M1n ko-?rXne,rtlNyw.lymfn W w.nakmwa
2 UAl rdviMhw4eal P.MboAwrulntl.u OJlwr011
PYWe1
J UNP wwtl nt rawemn, mxArW botla. vilnt a V 4eJn
.giqu VJ k ontky.4 hu.Ly nNk w Thu kwy dnw.E w
row pniW 4w.umnM V bm yam. rkuabw.r..
N ?r.r1:6.a,r.wa.l.?r..e M1dpkA4 m,rm,mw pypsm
wl.,,.rw.w.wrwm s I IM. W Mn,.i4..awnnil
A. r;m w. d naen,A « ?{A4.+Av r.FnUw. Linn, r.t.re
I('..w aI.WMI W Ib.eq Or11MI[.wll+.bl WA k rhm.
a'I.m M,4wawrm.•.,n..fL.. mmai np.e ewtit
f I+r..wnX tM Pt1ory X rmrr44 I'WI.w NO MwdAt tIw nM
PYn,w w n. M d?). 114r pa eA..
1 IN rwm.a. rw rr1..o r..rl mekX. ihn II.L n Ywklrp
roA .ewlWWmaMOrµtrv d6q mim4n.erM
1 INltyk Jl?pt r4B N pray luq oa.AUU w.m uw IYmR m'
4wN. uuop M wmu. tk •rm.w w.ay mw+AU.
Acwm 4lnn
1. A OnhW IpzlMim k.aa.wd.SM1?d wfhxtl.b lm4Qt
nrtpmn.nWX. mwr w..bw Pr.Y.I h,..?.......,1,
X4rtrw AVrt..lWrrm.•wm+a.+.x
PY1?6 CAA
gf55lq., yl
C SEAL Y
21814
>A?T'IN[U
CREEKSIDE
1J cm.na.: ?.n
r?,:c ma
515) "
?42r}ul
Cfw.r.MW
u rylprt.srtl AcP.ew:A
Ism.+r•.mawnM4anmm
.aaMww.•mrearm•
•tPUmW
ENGINEERED
WETLAND
CLIENT:
TIM MULCAHY
METROPOLITAN DEV. LLC
14 VICTORIA COURT
REISTERTONN N, MD 21136
(443) 5661757
ENGINEER:
ELAM TODD D'A.. BROSI
2601 WESTON PKWY.
SUTTE203
CARY, NC 27513
[phone]
SURVEYOR:
KENNETH CLOSE, LNC
970 TRINITY ROAD
RALEIGII,NC 27607
Dm.m By: -
ChIdIdBy: MR
Dlte: 1.17.05
Projk', 210AM6
Reviq -
0 W 100 Ip ?
SHEET
5GA -M 1' • 50
S-16
U.S. ARMY CORPS OF ENGINEERS p?
Wilmington District +
AUG 1 6 2004
Action ID(s): 200421198
County: Wake
. GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Apex Apartment, LP Agent: Soil & Environmental Consultants, PA
Attn: Bill J. Whitworth Attn: Sean Clark
Address: 8603 Westwood Center Drive
Vienna, VA 21182
Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
Telephone Number: (919) 84675900
Size and Location of Property (road name/number, town, etc.):
The 30-acre property is located on the north side of Olive Chapel Road (SR 1160), -150 feet west of its
intersection with Kelly Road (SR 1163), northwest of Apex, Wake County, North Carolina.
Waterway: UT of Reedy Branch River Basin: Cape Fear
Coordinates: 35.7373330 0 N 78.8982720 0 W HUC: 03030002 -Haw
Description of Activity:
This permit authorizes mechanized land clearing, excavation, installatin of culverts, and placement of fill
material to construct the Creekside Hills Subdivision.
Applicable Law(s):
Section 404 (Clean Water Act, 33 USC 1344)
Authorized General Permit(s) and Impacts.
........ _ ..... ..._ .... .. _....... _ _.. _
.Nationwide Permit # 39 - Residential, Commercial, and Institutional Developments AID200421198
_ 1 ... _.. ...
_
.
_
. Impact (acres) Stream Channel Impact (linear feet)
Open Water Impact (acres) 1 Wetland_
temporary ( permanent i temporary permanent temporary permanent mitigable 1 permanent non mltigable ,
_-
0.000 0.000 0.000 0.166 0 1 0 291
Open Water Impact acres i Wetland Impact (acres) 1 Stream Channel Impact (linear feet
- -
temporary i permanent temporary permanent temporary ! permanent mitigable permanent non-mitigable
0.000 0.000 0.000 0.000 0 0 0
AID:
Open Water Impact (acres) Wetland impact (acres) Stream Channel Impact (I near feet)
temporary permanent temporary ! permanent temporary permanent mitigable I permanent non-mitigable
0.000 0.000 0.000 1 0.000 ; 0 0 0
. . _ _. . 11
Impact Totals Authorized By This Verification:
Open Water Impact (acres) Wetland Impact (acres) Stream Channel Impact (linear feet)
temporary permanent temporary permanent temporary permanent mitigable permanent non-mitigable
0.000 j 0.000 0.000 0.166 0 0 291
Total Loss of Waters of the U.S. (acres) 0.166 Total Loss of Waters of the U.S. (linear feet) 1 291
--------------------- --------• -.----- -_-_.__- _ -----.-----------_-----------__._ L...__-.._- -
Page 1 of 2 Vcrsion: 27 July, 2004
- . ?.. V I v 14oV LL'M 1UUL Q'AIWRU51
DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET') WETLAND WORKSHEET
L PROJECT INFORMATION lease complete the following information):
Project Name : G
contact Perm: Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to:
0002/005
Permanent Pool Elevation
Temporary Pool Elevation 305 •
?
b
'z
f
(elevation of the orifice invert out)
O
,
a (elevation of the outlet structure invert in) (?AIfS)
Permanent Pool Surface Area
Drainage Area
A 3 r 500 sq. ft
l7.9
ac (water Surface area at permanent
pool elevation)
ImpeMou
Area
Foreba Surface Ar
y .
2•_S ac. (on-site and off-site drainage to the basin)
(on-site and off site drainage to the basin)
ea
Marsh 0'-9" Surface Area
Marsh 9'48" Surfac
A - 2, (W sq. fL
_ 6 0003 sq. fL (at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
e
rea
Micro Pool Surface Area sq. It.
7-190 sq. fL (at permanent pool elevation approximately 35%)*
(at permanent pool elevation a
roxim
l
t
'
pp
a
e
y 15%)
Temporary Pool Volumo 2$100 a cu,
(volume detained on top of the permanent pooh
SAIDA used
Diameter of Orifice I . L(:
- Z in. (surface area to drainage area ratio)*
(draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has notbevn met, attach an axplanatlon of why. 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 detalls, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wig result in a request for
additional information and will substantially delay final review and approval of the project
FA616- The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for ft marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
?_An emergency drain is provided to drain the basin.
- Q?`"' _The temporary pool draws down in 2 to 5 days.
--??Sediment storage is provided in the permanent pool.
- A sediment disposal area is provided.
lidAccess is provided for maintenance.
---? A site specific, signed and notarized operation and maintenance agreement is provided.
- EThe drainage area (including any offsite area) is delineated on a site plan.
Access Is provided for maintenance.
Plan detags for the wetland are provided.
'LL -Plan details for the inlet and outlet are provided.
A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
httpJ/ n2o.ohnrstate.ne.uslncweUandsloandm.doe).
Pocket WOands have different design paramoters and are only assumed to remove 35%TSS - Soo pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, Apn11999.10%open water, 50% hlgh marsh, 40% low marsh.
?_, •... ?.....v rnn atv ulo 1GaU MAN TURD WARBRUS[ 10003/005

G AREA = 17?q D hC .

.: AsP?A?T
PAW) 49 _
¢< 15 )vG

/ CLAM 3,9 A .

e 1500 s fll,cl t-
Ple
?j
i.?

fit
I1=
1?`
??G7'I7 ST4F?A i?E
FI

At FLvSH-)
RV = ?.0,9 + 0, 009
t:.
0105 41 0,001 (4:z-)
.
0. q-7-5
ri

I : 5A = 1 ?00 0 SF
I. .
04/21/05 15:06 FAX [phone] ELAN TODD d'A:IBROSI 1004/005
ENGINEERED WETLAND OPERATION AND MAINTENANCE AGREEMENT
The engineered wetland system is defined as the engineered wetland detention basin, pretreatment including
forebays and the outlet structure.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the engineered wetland detention basin for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the riser of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. 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.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the engineered wetland detention basin semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). 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 an engineered wetland detention basin 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.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it: Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 30(? S feet in the micro-pool, the sediment shall be removed.
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
6. 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.
7- All components of the engineered wetland detention basin shall be maintained in good working order
Page 1 of 2
04/21/05 15:07 FAX [phone] ELAN TODD d'AHBROSI tO005/005
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, _v?.+nrs? V _, a Notary Public for the State of n.hrd-k Coure !r rio- ,
County of Wo-k 1- , do hereby certify that R 1'11 T. W? i +-u-)c,(+JK
personally appeared before me this QO day of L A r i I o@LOOJ? and acknowledge the due
execution of the forgoing engineered wetland detention basin maintenance requirements. Witness my hand
and official seal,
v. 7"?msi
50/& l2l s©lydx3 ugsspwoo
.UNno? 3NVM
au1101130 WON - 011OAd IJEM4 -?k
33N?bd A3NNYM
'N38IMWO
SEAL
My commission expires_ la/ q.Jos-
Page 2 of 2
Print name:
DWQ Project No.
DIVISION OF WATER QUALITY . BIORETENTION AREA WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name:
Contact Person:
Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to: 41
Permanent Pool Elevation 313.0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 31-).97 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 7, 't 90 sq. ft.
Drainage Area 1.5 ac. (on-site and off-site drainage to the basin)
Impervious Area . t ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.79
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity 57.0 fps
Inlet flow depth Or in
Depth to Ground Water $ ft.
Planting Soil Infiltration Rate 0• indhr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate 0. inJhr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate ft following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. 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
Armficants Initials
W (A No vertical sand bed is proposed
M oryt- The bioretention area is at least 40 feet by 15 feet
M l?Cti Sheet flow is provided at inlet.
1A Kk- Water table depth is greater than 6 feet.
M fXrt. Minimum of 6' ponding is provided.
fV 1(L _The ponded area will draw down in less than 4 days.
A ky- Planting soil infiltration rate is greater than 0.52 in/hr.
&Ak - The in-situ soil infiltration rate is greater than 0.2 in/hr.
1A tL A planting plan with species and densities is provided.
1AK Mulch layer is specified in plans.
A KIL- Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
N Plan details for the bioretention area provided.
AK,I_PIan details for the inlet and outlet are provided.
8 my An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project
PROJECT INFORMA'
Project Name :
Contact Person:
For projects with
DIVISION OF WATER QUALITY . BIORETENTION AREA WORKSHEET
(please complete the following information):
VXA'WAd 1016- Phone Number.
basins, specify which basin this worksheet applies to: td; 2
Permanent Pod Elevation 300.0 it (elevation of the orifice invert out)
Temporary Pod Elevation 301D .5 It. (elevation of the outlet structure invert in)
Bioretention Surface Area '100 sq. It.
Drainage Area O. ac. (on-site and off-site drainage to the basin)
Impervious Area C. 3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.00
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity d:L fps
Inlet flow depth 4- in
Depth to Ground Water It
Planting Soil Infiltration Rate 0• infir. (the soil layer down to 4 feet)
In-Situ Sal Infiltration Rate 0.1 infix. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. 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
Appficants Initials
N/ll No vertical sand bed is proposed
JA 61t-
The bioretention area is at least 40 feet by 15 feet
M ft(L Sheet flow is provided at inlet.
)A hf- Water table depth is greater than 6 feet
k ? Minimum of 6- ponding is provided.
M kT7. The ponded area will draw down in less than 4 days.
Planting sod infiltration rate is greater than 0.52 kAr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
/Z A planting plan with species and densities is provided.
M 4t Mulch layer is specified in plans.
fYlPlanting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
M k7t_ Plan details for the inlet and outlet are provided.
M Kti An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person: Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to: 41
Permanent Pod Elevation 3o o ft. (elevation of the orifice invert out)
Temporary Pod Elevation 107, S ft. (elevation of the outlet structure invert in)
Bioretention Surface Area it 37 rj s9. fL
Drainage Area 2.16 ac. (on-site and off-site drainage to the basin)
Impervious Area 0,60 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.66
Size % 5 % (either 5% in w/sand under drain or 7% in wio)
Inlet Velocity 5.0 fps
Inlet flow depth 4, in
Depth to Ground Water 6 ft.
Planting Soil Infiltration Rate 0.7 inA r. (the soil layer down to 4 feet)
In-Situ Sal Infiltration Rate 0.3 inN. (the soil layer below 4 feet or below the sand bed)
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation Is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal nciudes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet stricture details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Y/k No vertical sand bed is proposed
M 6Cr- The biioretention area is at least 40 feet by 15 feet
M ?- Sheet flow is provided at inlet
Water table depth is greater than 6 feet
M kR- Minimum of 6- pending is provided.
M Kti The ponded area will draw down in less than 4 days.
AM&- Planting soil infiltration rate is greater than 0.52 kVhr.
-- M hA- The in-situ soil Infiltration rate is greater than 0.2 in/hr.
JA kA- A planting plan with species and densities is provided.
Mftlf- Mulch layer is specified in plans.
IKfKti Planting sea meets minimum soil specifications (NCDENR Stonnwater Best Management
Practices Manual, Apra 1999)
Mk1f- Plan details for the bloretention area provided.
1114 0- Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrans beneath the planting sod are acceptable in the Piedmont and Mountains

-------------
---- f3fP USA _ -- -
65,000 _ Sau.F-r _a? 0.05-:: 2 x-50 -SQ -FTj -
1D-14-?
C I O-(-i-VOI NN A O/A A Z
- RZAWA?-F MEA = 0.49 AC.
- - ( ' Co ?- fF(cc K = 0. Y) o
- w 1VA SAWO aP u)E 1? '/.
2 I, 3o o S Q. F-r " 0. b0 x 0.Oy = 6,3 Z su - Fr.
D,ME0 S, oN S = 20' w ? ¢5' C-
610 -aMAIM AO t? 3
- nWwAC-F AU = 0,16 AC,
-- \C/ cuffs C(F-v - - 0, 6 ?i
W (17V SAN0 GA Sf- VsE 9 V.

4-2-, -) (2() Su- FT. v- 0.65 ? 0- 0l*-) = I, 37 0' 5Q-F-V?
OIMEPSIW& = Z?' w x F),, ? 'L,
ELAM, TODD, d'AMBROSI
URBAN PLANNING • LANDSCAPE ARC=CIVRE
CIVQ. ENGINEERING • LAND USE CONSULTING
2601 WESTON PARKWAY / SUITE 203
CARY, NORTH CAROL) NA 27513 USA
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL) [e-mail]
CREEKSIDE
TYPICAL
BIG-RETENTION
AREA PLANTINGS
Drawn By: BDM
Checked By: MGR
Date: 09-27-04
Proj#: 2304006
Revisions
810-RETENTION PLANT LIST
KEY QTY. BOTANICAL NAME COMMON NAME SIZF
ROOT SPACING RFMARKS
AR 2 ACER RUBRUM RED MAPLE 2 1/2 - 3" CAL B&B AS SHOVN FULL
BN 10 BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH 8' HT B&B AS SHOWN 3 OR 5 TRUNK
BT 10 BERBERIS THUNBERG;l JAPANESE BARBERRY 24-36'HT 18-24" SPO 3 GAL 4' O.C.
CT 4 GLEDITSIA TRIACANTHOS THORNLESS HONEY LOCUST 2 1/2 - 3- CAL B&B FULL
IG 17 ILEX GLABRA INKBERRY HOLLY 24-36-HT 18-24' SPD 3 GAL 45 O.C.
MP 11 MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24-36'HT 18-24' SPD 7 GAL 6' O.C.
NOTE: 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT COUNTS
2. 10 LBS. OF ROUGH BLUEGRASS TO BE PLANTED AS PRIMARY GROUNDCOVER. A MIX
OF 44-SWITCH GRASS, REDTOP, AND BLUEJOINT PLUGS SHOULD BE INSTALLED IN
CLUSTERS NEAR SHRUB PLANTINGS AS INDICATED ON PLAN.
CLIENT:
TIM MULCAHY
METROPOLITAN DEV. LLC
14 VICTORIA COURT
REISTERTOWN, MD 21136
[phone]
SHEET
SCALE:1 "= 20' si-i
05°0l 4
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
May 4, 2005
S&EC Project # 3258.W1
To: N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cynthia Van De Wiele
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
From: Sean Clark
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Creekside Subdivision
Apex, NC
R12@,r_"0W12B
MAY 4 2005
DE 4R - WATER QUALITY
t:rTWXSIND STORL WATER NWA GH
On behalf of the owner, Apex Apartment LP, please find attached a complete application and
supplemental information requesting written concurrence from the N.C. Division of Water Quality
(DWQ) that the activities proposed below may precede under Nationwide Permit 39 and Isolated
Wetland Permit. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Creekside
Project Type Residential Subdivision
Owner / Applicant Apex Apartments LP
Count Wake
Nearest Town Apex
Waterbod Name Reed Branch
Basin / Sub-basin 03-06-05
Index Number 16-41-10-1
Class WS-IV, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.166
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.186
Total Stream Impact (linear feet): 291
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Map
Wake County Soil Survey Map
Impact Map
Copy of 404 permit
Stormwater plans/sheets
$2,000 Express Permit Fee
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
N@@Rp§@
Office Use Only:
USACE Action ID No.
`vu j Fonn Vcrsion r 0 /
t? A R -- WATER QUAD ?
D`VwaST u4VERP;ZAr'^,,
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Apex Apartment, LP
Mailing Address: c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna. VA 22182
Telephone Number: 512-565-5999 Fax Number:
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: Sean Clark
Company Affiliation: S&EC, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark(a),SandEC.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Creekside Hills Apartments
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0732.03-03-0088
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): Creekside Hills
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
north side of SR 3360 (Olive Chapel Road) approximately 500 feet west of the intersection
of SR 1160 and SR 1163 (Kelly Road) in Wake County North Carolina The site is adjacent
to Reedy Branch.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.12230062 °N 78.14763812 °W
6. Property size (acres): +/- 30.5 acres
7. Name of nearest receiving body of water: Reedy Branch
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://b2o.enr.state.ne.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 forested however some areas have been
logged within the past +/- 7 years Surrounding properties are mixed use including farming
forested, and suburban residential developments.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
proiect includes single-family residential housing as well as apartments. Heavy equipment
typically used for earth grading etc. will be used on this site.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide additional residential housing for the growing area to meet the demand.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of.the same T.I.P. project, along with
construction schedules. A Jurisdictional Determination (JD) was made by the USACE and the
survey of the wetland boundaries was signed (USACOE ID 4199820005) on 1 October 1997
(please see attached copy). A nonreporting Nationwide Permit 26 was utilized in 2000 to fill_ a
drained pond on the site. A copy of the 404 permit is attached which authorizes fill in up to 0.3
acre of wetland, however only 0.262 acre were filled. The pond that was previously filled is
circled on the attached copies of the original wetland survey. The project that the NWP 26 was
used for was never completed and only a clubhouse was constructed. The clubhouse has been
removed from the site. The current delineation is reflected on the attached impact map. The
current property owner is different from the one that obtained the NWP 26. Because the JD
expired on 1 October 2002 an updated delineation was required. Ms. Jennifer Burdette of the
USACE evaluated the site and approved the redelineation in 2004 (Action ID #200420691).
Durini this site meeting a wetland area previously not delineated in the 1997 delineation was
determined to be isolated. A permit application was submitted on June 17, 2004 and proposed
impacts were approved by the USACE. Revisions were made to this submittal to meet DWO's
current stormwater regulations and those revisions were approved by the USACE (Action ID
#200421198) but were not approved by DWO. DWO requested that the stormwater pond
originally proposed be redesigned as a stormwater wetland. The current submittal proposes to
use a stormwater wetland.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits are anticipated for this project.
Page 3 of 9
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts to wetlands and
intermittent streams will result from the installation of roads and home lots. The following
tables specify the impacts.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
IA Permanent/Fill Emergent No +/-180 0.109
2A Permanent / Fill Emergent No 0 0.011
3A Permanent /Fill Emergent No +/-180 0.046
Total Wetland Impact (acres) 0.166
3. List the total acreage (estimated) of all existing wetlands on the property: 0.34 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
2B UT to Reedy
Branch Fill / Flooding Intermittent 3, 291 0.02

Total Stream Impact (by length and acreage) 291 0.02
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.166
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.186
Total Stream Impact (linear feet): 291
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Proposed imnacts to isolated wetlands total 0.083 acre. No isolated streams exist and not
other isolated wetland areas exist.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The site plan avoids any
impacts to the floodplain along Reedy Branch. Impacts that are proposed are to areas that
Page 5 of 9
previously were determined to not be jurisdictional. The lower portion of the intermittent UT to
Reedy Branch on site has been avoided and a retaining wall will be constructed around it to
avoid any additional fill.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because cumulative wetland impacts on the site do not exceed 1 acre, no wetland mitigation
should be required by the NCDWQ. Proposed stream impacts onsite are to an intermittent /
unimportant stream. Typically impacts to intermittent / unimportant streams do not require
stream mitigation from the NC-DWQ. Mitigation was not required by the USACE (see
attached copy of 404 Permit). If wetland mitigation is required by the USACE, payment to
the NCEEP is proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
Page 6 of 9
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify_ V Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buf:
er multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
Page 7 of 9
I N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
.. Gone t extends out 30 teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or .0244, or .0260. No buffer mitigation is required because the
site is the Cape Fear River Basin, which is not a "buffered" basin.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. When completed, the site will be 41%
impervious. A stormwater wetland has been planned and is shown on the attached impact maps.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The site will connect to the Town of Apex's sewer service.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:Utilities
from the Town of Apex already exist in this area so they will not need to be extended to service
this_proiect. Much of the surrounding area is already residential subdivision (e.g. the property to
the west of the project has a sub road that the subject property will tie into) or is zoned as such.
Page 8 of 9
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Mav 4. 2005
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
.It
a Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: `'];+' -vq- t--nevJ- , LP 0/6 - Pj CC1

Address: (.6 3 , ..11
W ?S'
? c ye>c??
v_vt ?e
?` ?Y [ ?? c
, ?Ck Z 21,9L
, ?c e vt nog
, ? ?
Phone: (S l Z) 55 S --S4
Project Name/ Description: C rce st ?{ e r'? ?((S 6.po-14 rkeA 5
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Jennifer Burdette
Field Office: Raleigh
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
suppleme tal inf rmation in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
13LL4 J'- l.J t{ wc? ,r ?. u
Print Property Owner's Name Property Owners Signature
cc: Mr. Jolut Dorney cc: Mr. Walter Cole
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
blank: agent autl, forn,.doc
Charlotte Office: Greensboro Office: llickoU Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
011
1 -44 , :J1
n i' 4 4 ?? 1
4
4 \
I ? `11 ' - ? I J
o "
_ 1.
78
N
Oh
14
Project 9: Scale:
3258 W-1 1'=2000' Figure 1- USGS Quad
Project Date:
Mgr.: WC Feb 2004
Metropolitan Development
Wake County, NC
NEW HILL, N. C.
35078-F8-TF-024
PHOTOINSPECTED 1983
1974
PHOTOREVISED 1981
DMA 5255 III NW-SERIES V842
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
f-T bYr r 4W YP- t v'',,tsrY "i+ !Y t ?'... 5'?,. LiLt37 t
3, ?'?^?? ? Z f?? ? -•x;-i i ? L1?i.. a? ` T ' t?i^ ?! + - Y Y ?. ? c 4t (!? rt
n.??-- s?T? _,4 ? .." CFBZ ?? '?M? 3•r?' ° ?? y,.+t' T „!h`?
?,j? s ;,'?5,? t t1 . ,r,• ,, A1I11'
Yr ?
) c? F?' 1-?' :r' -'? i ?- t7. r GtBF r4? - r?"''S•.?,?t?.;+G `.4` ?//
( ?'?V2" a r"y. r-., •r'f s rt: s `' ? .Z? tit.t,/ k;
? ?? ? t ???i, ?C ? t4 S,1 •_ rY? ?' 0 `"M(GR" ? ,?i? of _ ''' ?{'?` - Cr??? 1 ??R.
'' - F ?'?• !} ?''R ?N?itt?T. `'?(,? tl ? , i ?? ? - t N t? j f ??". f>25???.
7•y si•t ?` ??- rt ?`?_ _ z afj]?q?G 'C- ? i? ?,? y? k ??`c? l: ? r ?r y; S??.7J s?
• > ? '34 ':-:?z r? 3a i? d"?3. F ',t i ??'`s; W ? ; 4 r ?fi
f•'F_j, r`,=,t? t' w?I."? Ts ifs. f - ^? > t .? 1'-is€ rf? yC7- ;ta i.
71
*H_ ?, _ GPg_ .• .. ~' ? r ? it ? CrC2,? ? ~ ?' r? ?k ,_5_( ?, , "rfi' F :. -
i ?? ^ i? ty '.?Y ? r s ['(.Z ''ti , M3C?' ,} f ?• / ??„t?? '" f`?. ,+? t .
vj,.?ktf?A 1 }
? i,`r?t3? n, ;1{ 4r t r 1ys r. } C162 a C_`-• MwC' z'..' > ClGz 's ti. r r ' Vx Y'
GAT'?is f ' Ye .R t!} } r e r rC1y j,r (fit T? ?' L? fir,
ri?i•'?4$,t. ? 1 ` r? 3M ? ?r ?.? j? 'f G?i?,? ` .?, ' ? 2S ? ? x'?xv ? ?? ??`?+?x-?`Fyt K ? ,
k .six p s ?F!f rSxrC4 6'\`L7Y'rfi Y ?• {i i i 'zy +F Va? 3t. Gr[ 3yr'
6? Fa;' ?? ?. , Cf62 2 n# Tt y Ct r n +?` ° Y l: i? f
.,4, ,q ?,. Y '?! aM ?.,° } S t..?. ?'C t r o-? G?•. ? i'z? ? '? a r r? ? - t
_ rc , "'4a ?'"' f a'S 'S -•-if'-:f ?- ? f + ? F' k T> N ? ? 't' t - `L `\ S C r".
9xrx6 CrB2 4' r i t , f ?h `S4. sj?rq? Atf4 i {?? C!T?, r f
t? T';i?. ? ? .- _`_ o.' r r ? {? >1l' s ' t `? ?2 s b ¢ 'w cS ?C t ?}''.r. a _.
,;K ? ?? +r }`. r 11 -.'"`?• f. ? 1 ,?54 ., kij a' ! ;t"?S o)rs{3 ?'? ?t !«? re '??. ,r ?.c'
:-
z l?- 't ( ?! ??. °?: }1' Y>t±S IT1 Yi•.yt, t?•'?<..'?i.: >? z'(• h?-.y-.3 ?. ??? 0362 ?, ?. ? W? ? ,t i
( 4. ? . as MF (/ i - #, ?' !.,ll 4? Y?-,;t?'`•`ir? ? 1? ?YC?'::.r\ t.} z-..,`?L, ? C.r?. ar kC.
?• y •x+?-. r ? I ? r ,Jiy n ri ??yi1--,3 a ? dp i ? ?Pti ? ?.".? < ? `T?
?i. ???, r?. t R? ?rie? 1•??'. MrfD2 '"' _ ?'d !w'?(/; P•..'A' tt.: CrC2 ? ??j. 'pt r t•"?s a Y°jC
6 z' r? ! T 3 ; , izf 1-*r{ ? "L?_ s?, ° a ?cCf62 t ? i M.
?tC2? Y? ?y ?."?vir 2. t >a:^•?''r??'k '. ?' 'V' fry- k a t 3 i
.+ie' ?'I1 ?*i { ,? `?,: $ r .rt •r ?t? ? Z' r Y ?''1 s?r3c? ja ,, .o ?., ° ?, ? . ;
a.A?
r f M C2 t s.: ?' `?S CtC2 3,: r?•:.\ s? .' Mf6 y .'fi
dEQ }°- ? a. ' .tl• -?•.?:,,T .3 ?'a {1, ?c?.L ?-c?4 i ? `?q, `S ` ?a C y ' '4 ?'`?', rti
i ,' r e,yY isfG
:I Jf
MQC I' f b Cr(32 l Lid ?. < cri ?r? t`+S?ij I .- CrC C>:} i ., *S` 5 ' y
fD2 3 ti'rii r <:Y !v'"? ?? ?\ 1??r ?"'A ?a $ r?vY!t5?1 r•? A +•fz y S `? ? t x"s
14
Project Scale:
3258 W-11 1"=1320' Figure 2-Soil Survey
Project Date:
Mgr.: WC Feb 2004
Metropolitan Development
Wake County, NC
i Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
AlILM
[phone] • [phone]
him Web Page: www.SandEC.com

_ BARE 2A /
N A E LA D AR
.0 1 ES
/

CI #7 \ \ ARA
LTL
EA/
q.10 s l

T KPILE AREA

27 X28! 30
/
I ---
??
\
'O?? ? \
- mo

/
-VA L
54
-4
1 . 1
? 1

. V
( / f

Kno A 1
RIS 0 L
lD TLAN -A
pitr083 AC
2
/BUILD c
E 1 - r?
CA 1 "- C 2
/ YI
7Z FES
2 ' RRIVATE I
CCESS E M
ET AND A
\ \ 00 ACRES
SFr \ / , I J
/. / 0
OUTLET P OT I
LLJ
9'xl2'x9" d LASS
^RIP-RAP P / Q
O? / /S # 1/ > I /,\
\ U P TEC ON - -J
9'x x1 CL S 'B'
2
36?? RIP D
TLET TEC I
4 8d A
RIP- p e

i

Q"? 1 26 I -
-
Cl #7
A EA ( ?.
IMPA T D THE
9'1 FEET
I
IL

T KPILE AREA
- -
1
SO

Z-
?
?
i T
27128!
i
3 01 3 ?- 2ti?
g? ,
1
19. i
`1 \ \ i _ 1
FIG URE 3
LOT 37 i
WETLAND
DRAKE PAUL
, 0.113 AC
PIN NO. 0722.04-93-6404 1 00
AG -- --
ENT SCALE: 1"=40' 5
-BUF ER
C, 00
EOP
. . ---
C, 72
70 /
/ M -- 69 -50 1,00'
? 9
,VERAGE / - -
ZONING-
IM 51 _ . _ r _ _ - --- - --- - -
A / - EA -q-
-BT "IMP TED W AND \
A A 0.046 C S
6-PLUGS
B/
5.5 CONCRETE
RISER BOX
2-67 FLAShBOARD
SOb. }
-505.5
E'ER £NT
ZONE
504
505- N.
50 5, =L
506 wHpl
Cl WATER
50BrERCNkT
ZONE
505
3 -Z
307 ) ZONE
ONE
50b
TYPICAL PROFILE OF ENGINEERED NETLAND
LEGEND
ZONE 01 OPEN HATER SU&l ZONE, 18'-b'
W
ATER
LEVEL( O.OTbA61
304-505 BELOW NORMAL
?
ry
7
p 6 -?
505E
?
05 OFriAI. W/l
E
302-502.5 BELOW h R EVELI0. 207A0
ZONE M3 VggT-1£516 ?pf., ry IB'
305 5-307 ABOVE NCREVL WATER LEVELI 0. 112AU

ON .3
50
7E30B ABODE N6RI'AL WAfiERI EVE50
041AG
.

PLANT LIST

E? i/.

I ``?
SNma .re
(Irl'IACt MA'L)_
-. f Ctxxltd P?•y. ll
C
l --
CemcpAJJlu oBL .u -
C %L '
kla2 Ers _rml.lalheu
Ill
tA7Kn menu. OSL WTx Waxy KO S®o[uAr. emcembw.nrOe.V
Pmdn tatrl. OSL /mJWd Ri VPJ EP wIJit RnIMRIAJwISf

fUY ba• NAM1J

+ems UL Jwnill 14. Seaomlam 'm meAtvAl ptlW
L¢Nlra. 0B 1 Mo NVfil R:
M.m?yltl?en
J¢N MU L
I raa RaE %: I.A-.d
lav.l h.y WwehNIa

Pematr.rrysn CtlL
Irmr.Yl.
l'u;
NAa:lr 6olwUr.7cJe lbwV
Pmetev[aa.
L
Pxt
lot
ed
In
S?WV
OIRJU C8
B d ;
u ClAl
. 'l
enl.
RuPA PrW. CB C.-Tkn
Jpnf i
Y W eYR Ill I_ I wEl
h Ue0 WU4 lmd -_

SuPx.1aW C
DEL d
SN.-
sanmlmE
%1
WJJ:Pr neldw.mle>wwaa e.a
r E•-s
(Clr Np•e R•-,
pRV L7

S;E I
btropy.ertlcAU
PAC- •
d[

61]

Vm, hxaVrmfmmra<[
l
[ars I- OSL Ill
k. 1 ¢Wa 111 WLSr gal ud[mr.ilm
LPlmaw bedwu PACK. Jw Py[WW 100 T.IraEaIIEx0. mRP?W.fl
rl
C,paorum pfemrw rACW. b- Ida ial roeap E.0. PEIe Oewarmelum
Pmwrrplw
Saptw relm PAC
PALUr IwWEdrr
UAVl 110
l!0 Pwev vao. wWrh rd NJ[amwlx
uvPnnnre Rad(.erl0rn
s l lamm. PACW. Pr.e W,IPNI 113 Omd Enluhlm.ndt NoJleet
• ImmN C..v Crq(sprq a r4
; ?
lalnean nwa
::r.: Fkr4 P C-iv f'v>c[?:%:2 PtiEtm"' fs!ta]el=
JotropNaR nlmavl rAC traw.leye A'L Imarlre.fvJrIWnPVI¢r
k[erumEeom CALL' WW %i MEPV WCr ISI, Pap[Lartd'.Mm
EWPOeI. ®Mmm OEL J-Fr P/IWd 14: t.l Coca ESAIVA Wam heal
Fapwnml pwlmuw r.lav. Eoma E: Purer r{an.exe man,mea Gnl
FkLffiuuglw:NU 'ALW lUmWLIil Ar•!? %; Sn.dV Pm,r Rnn.Jdtw fx.e
Idrvrav CAC Gyt_ IJ: u-,, IbsRrrFr mxa
Para mplw CAC I— %. Purr lpa l l'Ird-
prem. rACW. Prix Cnqul K: lI Ere pm^..Ja._t lEOd wve
milli+S

S:RS:?IL:t

Intropaloe {riU
FAT-
CAC-
b, 1- 4
•am
11 a
Wearr,-• „
n l lw
l
.IW1'I!

Crnx wJml CAL
CAmh 'My PP
C.
Ad N o J lt
WWJt toS haleP Iced Eel
Glvau nAnl CAN L..e Oru 111 Pui[veaau lU'IW
Puna yw rACr Iw[E Gnn N] Goo6wumin
RYdorm 4W CAN u R,et Sra 110 kduarm:t peSam mar

mErmEPrm l[arw lP
L
El- m
11]

Jm
ut
SvpwP'w Wa l Ado
GU 11J '..Il
WIYR biela0bd
•f¢ldt Cam a, 1.1

ACFilYI1T4
P+cw I
Csrll
F_ B
W141-1;
LElamd.lm YJrlr IPL 1Jp-d RSV CWI 11a kba Pura-1
Iola momm PAC -1, m0 WIYRPam AUI
mml[tewe PAC, W¢b Rye " WOURpmv ry¢n
(SI:LhRIUI: G tlUll LtlOy
fIMSI SI.I'I'RU NA II ANII.RVhfI11CAIlOkR
1_nA'dl.ed JuA4 mMadln anlmnwnnwnmm n.n ma
I.e Mru. ,e wb m,MMrn
Iwxwulw pvwlmxw?n?
J. LI m,u _'l
man. ,W b aruua.a Pv m Im
wmm.uPd wuw
1. T,ywp Wannmu JUlbrv?wanluPaMJ SUdwnA .b
dul Na, A a"W.I m.a[q d.? Um.?x nlrY J nb rourm 6.A
ra W yrJy h,?xn xa..sm •M1U m wldW .n an•L.ua n.e
.?,,.1WnrPamw
AY,mn wrbdrrM nw.J h A„ax'.wl yMn+uu+w,Yll k
A Pmlllmlwwavr mrWbmardinn
1. wsq h a^nwd.x"n U
dnrW fl wu µ4.1? a nuhwH w IM xa wpwr mrnna w n
Uwu suW IrgpW..?.ld wv JNM w.W bP^.--Ir
Ax r•e•ur W Whwr.n eo,m wwm' awa .m b m.,u+ol d
nP.d moa ALwm,w.hllbmpo-nr4.'a Axpsi.n W,.pr
J.ylarriow IU u..u.mhnyuw Jwvw mmdwryd
mt, m mm.u e.maPnd b--P.w
t. nw.w mwW..x. Wn.,Jwrd.a.. nxmdW wwnmw
,den..n my ,q,m Mar PmxttNwynw Mamp ymp
t AYwR+wlu d,4E, pvaW N'krd,wwuwrvlEWO.
Y. l:.nmuu. W au,bn wnnW AwuwnY.kx. pail a mm W n.y
an JaWwm.w wrw.wwlmq am..m..
Ia (mxwmdmnan wnW rrunnl
I,.wl noNn.rw,?wLA,
ti, .WOW.
.I nw lJaywrm..P
n Iwwlna.N.wrWra
? uwwend.IdMt,Wu
U Spmlw. waW bI.AW.a.
II 11nq J.R h ..avrmw .AA th mw w Pa. Pwld n a.m
.. n.u..a,+w
All int?.wuq pgq,w4, W w4 xhOlk UP din W lrct oryA d
IL
Il S+LLdaLb+:.tawWJw.wldm,vluuum ¢vWd
lA.apln . ow h'M dr IN w„ uA,n r abl
IN xm n ImMW rd Aud Snw1.1 nbt mxMnN.
r W nx.xn N M me nmd Yp Y nw d<nwvW[o. All
.wmawau,e,0m.•Ru Aan pb.d uonrlbwawwW pwuua
I1 AdmW alSwwmmnluw,bilnhpnwp.IMnyrk,ase ul
Id .Wa..wJrn...ro.ml4vRwullhrhdwlwmlh Rnm[
1I, ikl'auwro Nii bh. unYJN IN mowromxw n rwdl?w.NM1 II¢
M nmmwuCmrvl C?m.uo Wad Sm:mn Cwn•1'Ymqd
Uny. wr,l. Iw) AJ mvonu. ill wryly wA tk W+^?• m fain
w b v: PPAa .. mnm,Nw ,w m,?v,w xar.l N+m.. anWpr
rawrnsSwelxPw.q,m.mi pm
IA. ik P+pr of ?npd.I uaWwNwllk o-2 avx..W nrv4An
,.IwunNw tle n Idrl b J.dnalmrrdth r ArmWM1 wm dxn
?m.w.y?Waa?ml wl• W. npnnp [and dauwn
rh xmmt mn•w.n mmn Pr. rt
adenW1 wed w+... nrvmw'.w, r. ? .w h r rya... r
apwow.[.i?,q?,nk pnnondPnpW ThnN.abblwA wvKN1111
roaw,alln xa,Pb W xy y w
19 uaurw na d am nW G .um,. d . i dr .c -1 lu
a 4 naval b wk,m d, w M1 Psrn b m.xnw
r?m+a r b.rue e0 tw. W uJmmr mmh wnrue Je•nPW m
N. w in h wand n ,w Car A.r w,gmp w+fi'M anM1.le
r .x..d n ..wm..b+. ,max mv.J m.we .n
«5n?n n pwnp rl.l.[u N•MN b xoivy ..la. tonox.hxa
rPwbtn.+wn,Ikwa wrb,np+W 4.rtrn W..a I?WI•p
]0 Np. avUuW w4pu m.wWumaa eL..ub•lmrtdwW
a piiwa
JI AJ- wad q Il d.Y b nmd.J..-wn[mow
kl. erwu
I nx mAnr>_11 anrAAw.l[ Al M1Mm b..M1.-.rm««e ey
w,.MxS.w nwrpt mA•we paw w 11J -0 Iro,w.m qna
J. [mn n ptliy. u. 12ss1 pau ,bJ d41mn.U. d •suw xl
N.W lal. dryAid,.a.1ll]rYaPnl
1 , w4y Mxxllnh,I..wud mpxnw apmle Mn
?I?;..?»?,baJm?.w,P.mwmm.J.W Alw,w
nwr.f J. Wea,.i.r ww, r PEA. ? uN wdAP+n.ao.'e u
mnmu YJbwxu...dmw_ ..anm.T>m
1. lh Yufie Y.uAe x.U r41 W M ,nmars• w tr•a41 amn .lw
y0 h neat wl Yh r r.r er le m?nmuar ntlry,
In dtl.nFw P?m1p Ww..,n
1 n. r.a,w dl lr..p m.w ..nWl ahm IrIJ, o< Im.mn?a,
.N JI wnl. u?b. W spr m O.my., e..J Jnry mrvdu ufy
lo+l.W
I. lk In x.w bW,ap oYI NY Yl v w,u IIM-1•M1N Mil Pbr
W I.[ wm W.1 b A'+•d q mh A PA• bill w hN UramwN ndrp
iwlnyw.M1ll mwryl.wJuwy Ilr'IPwlol.nx W oxuoa wl mn
]. NJI,I,Jmp IAJlhnWVl lwrb mman.lE.rue Nlw?ell
n.lw
i Unu Ma.d rl WNOw nrmmU bNV.zdNAw AW baWu
vmyx bmauwn mJw.lu .uW Sm lM1likmlbd drgPdw
n1u11nJYl hWU,n.rw.m. ouhuwlW..
1 Iv.rRrR,,.•Wy.a?l•..e I..AVmrm.. ?w«
ul p.W lna.N.ln)IIOew An mrmldw?w'.ba?.dl
1 r•„ ww d nw.d,A Irwr.Arw ...kwoJ, RNOSr rr.w
ICw.nA? IWIM1..? IAR.malt'wp.JJ y.lla ra kds
w.,, u,N ? bvA.I µanv bJs
rmdwmspawkww w
e n rwx•ble 1'urnw NII amlp xm mu
W^•J wnrn.'WIl•I1W pa.
r ihaww... aJI,W?,P..w•.+mN.ae. euw rraan.
r JI.W km? N mar Se m.wn nW d•y nrJnnuer de
1 1]' Ynx.l Yav,d b Nm Juvl o.rm m wY.ulamp w
Irl.a.rPt W wawwmJ aumlmmMmmyw.
Rm?n.eMlrw
I. n.: afimWrl.x;xnm bwJwd<?I,W w,.,Ih,u Jn ?nbm.
nb, b2atl d.,mpxwi„Ipxnry ?,~lmy WunwmA
ELAM, TODD, d'AMBROSF
LTAU!u`lA IN 0 - "CAPSAtOVI TM
mn L'NGLtkFPA' L1.m,sP msuLrcla
2W wESTON PARKWAY/Sl 201
CARY. NORTU CAROLINA 275IJ USA
(OFFICE3919.678,1071
(FAX) 919,678.1290
ILwuq ad?,bclfs ne
24914
?,?fMCINfE?,(Q
CREEKSIDE
IJ G_ _D-
Cu.- :c rlll
.V,glfl .Sll
nl
.p l
C C.ex W M+
Aunp,.w.M An F•wm?ra
mmnuwmrw aan.wm
h..W.Je?wwewora
ENGINEERED
WETLAND
CLIENT:
TININfULCAIIY
METROPOLITAN DEV. LLC
14 VICTORIA COURT
REISTERT01\;N, MD 21136
[phone]
ENGINEER'.
ELAM TODD D'AMBROSI
2601 WESTON PKW7.
SUITE 203
CARY, NC 27513
[phone]
SURVEYOR:
KENNETII CLOSE, INC
970 TRINITY ROAD
RALEIGH, NC 27607
DrJWV By'. S-N
ChaCkai By: M4
Dde: 1.17-05
Prcjk: 23040(16
Raei,irml
MWIRM 0 b EO ?
101 SHEET
SvLE r. xt
S-16
U.S. ARMY CORPS OF ENGINEERS ,?
-
Wilmington District iA j
IL I
AUG 1 6 2004
Action ID(s): 200421198
County: Wake
. GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Apex Apartment, LP Agent: Soil & Environmental Consultants, PA
Attn: Bill J. Whitworth Attn: Sean Clark
Address: 8603 Westwood Center Drive
Vienna, VA 21182
Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
Telephone Number: [phone]
Size and Location of Property (road name/number, town, etc.):
The 30-acre property is located on the north side of Olive Chapel Road (SR 1160), -150 feet west of its
intersection with Kelly Road (SR 1163), northwest of Apex, Wake County, North Carolina.
Waterway: UT of Reedy Branch River Basin: Cape Fear
Coordinates: 35.7373330 ° N 78.8982720 ° W HUC: 03030002 - Haw
Description of Activity:
This permit authorizes mechanized land clearing, excavation, installatin of culverts, and placement of fill
material to construct the Creekside Hills Subdivision.
Applicable Law(s):
Section 404 (Clean Water Act, 33 USC 1344)
Authorized General Permit(s) and Impacts
Nationwide Permit # 39 - Residential, Commercial, and Institutional Developments j AID: 200421198
..... _ .
Open Water Impact (acres) Wetland Impact (acres) Stream Channel Impact (linear feet)
temporary permanent temporary permanent temporary permanent mitigable ( permanent non-rmtigable
0.000 1 0.000 ` 0.000 0.166 0 0 291
........ _.._., _._. ...... _- __..
AID:
Open Water- Impact acres i Wetland Impact (acres)_ 1 Stream Channel Impact (linear feet
temporary permanent temporary permanent temporary permanent mitigable permanent non-nutigable
0.000 0.000 0.000 0.000 0 0 0
AID:
Open Water Impact (acres) Wetland Impact (acres) Stream Channel Impact (linear feet)
temporary permanent temporary permanent I temporary permanent mitigable ! permanent non-mitigable
0.000 0.000 0.000 0.000 ; 0 0 0
Impact Totals Authorized By This Verification:
Open Water Impact (acres) Wetland Impact (acres) Stream Channel Impact (linear feet)
temporary permanent temporary permanent 'temporary permanent mitigable 'permanent non-mitigable
0.000 0.000 0.000 0166 0 0 291
Total Loss of Waters of the U.S. (acres) 0.166 Total Loss of Waters of the U.S. (linear feet) 291
- --- - -.. --- ._ ---- -?- -- -- ----- --- - - .. 1 _..__ . .___.._
Page I of 2 Vcrsion: 27 July, 2004
Action ID(s): 200421198
County: Wake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
The work is authorized by the above referenced permit(s) provided it is accomplished in strict
accordance with the attached conditions, special conditions listed at the end of this form, and the submitted
plans. Any violation of the attached conditions or special conditions, or deviation from the submitted plans
may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date shown below, unless the
nationwide authorization is modified, reissued or revoked. If, prior to the expiration date shown below, the
nationwide permit authorization is reissued and/or modified, this verification will remain valid until
expiration date shown below, provided it complies with all modifications. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply
with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the nationwide permit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case
basis to modify, suspend or revoke the authorization.
This Department of the Army verification does not relieve the permittee of the responsibility to
obtain any other required Federal, State or local approvals/permits. Activities subject to Section 404 (as
indicated above) may also require an individual Section 401 Water Quality Certification. You should contact
the NC Division of Water Quality at telephone [phone] to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal
Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal
Management.
If you have any questions regarding this verification, any of the attached conditions or special
conditions of the Permit, or the Corps of Engineers regulatory program, please contact Jennifer Burdette
at telephone number [phone] ext. 22.
Corps Regulatory Official
Authorization Date: July 31, 2004
Special Conditions (if any):
Expiration Date of Verification: July 31, 2006
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as.
outlined in the PCN notification requirements - see Condition 13, 67 Fed.Reg. 2090 (January 15, 2002).
Copies Furnished:
Page 2 of 2
Version: 27 July, 2004

DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET`) WETLAND WORKSHEET
L PROJECT INFORMATION lease complete the following information):
Project Name : G
Contact Person: Phone Number
For projects with multiple basins, specify which basin this worksheet applies to:
16002/005
Permanent Pool Elevation
Temporary Pool Elevation Rii • -o
?
3
6 (elevation of the orifice invert out)
.O IL
-
0 (elevation of the outlet structure Invert in) (?,a?rj:S)
Permanent Pool Surface Area
Drainage Area 3 r 500 sq. ft
I7.9 ac (water surface area at permanent pool elevation)
i

Impervious Area
Forebay Surfac
Ar
u .
-i,_5 ac.
. (on-s
te and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
e
ea
Marsh 0 S
Surface Aroa
Marsh 9`18" Surface A y, ?o
sq • ft
5t d sq. R (at permanent pool elevation approximately 15%)*
(at permanent pool elevation approximately 35%)*
rea
Micro Pool Surface Area - E a 9 sq. ft
2, 001 sq. fL (at permanent pool elevation approximately 359'0)'
(at permanent pool elevation a
ro
i
l
t
*
pp
x
ma
e
y 15%)
Temporary Pool Volume 2$100 0 oo, ft (volume detained on top of the permanent poop
SAIDA used
Diameter of Orifice o
2 in. (surface area to drainage area ratio)*
(draw down orifice diameter)
IL REQUIRED tTEW CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
mquirementhasnofbeen met, attach an oxp/anatlon of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each SMP, 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 packago will result in a request for
additional information and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above tho permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool.
A sediment disposal area is provided.
Access is provided for maintenance.
A site specific, signed and notarized operation and maintenance agreement is provided.
The drainage area (including any offslte area) is delineated on a site plan.
Access Is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided
nnfn?c-- A site Specific cperalon and maintenance agreement, signed and notarized by the responsible party is provided (see
httpJ412o.ohnr state.nc.usincwedands/oandm.doe).
Pocket Wetrands have different design paramoters and are only assumed to remove 35%TSS - Soo pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, Apn11999.10% open water, 50% high marsh, 40% low marsh.
olb Uro 1caU ELArl TURD a•nIWxUSI

;.? W£r' ?TFr?tro? ?s(N f?MP D?SIC??J
AREA = 17? g C) •? C

- ASPHA(,T

???
:t
..t A et
- vll?rNCrS =
Z.(5 ?c.
PLA2A t1 ffV 0,,3'9
r ?TES = 0 ?? Af

-ij
'

1,570c)
s fly-clt- ,

?° ?MKN dVS ¢Z?
?l
1}
I `
?p ST(J fzA6?E F1
f-,5-r FI vSEf)
V. Irv = ?. 0,9 + 0. 00 9 I
i;.

F.
` 0109 + 0,009 (4-z)
1r 0. q-7-5
U003/005
E-T-f)-(Dq-
AC
i?' - 2?? 81? cF
I : ' SA = 1 +t 0O 0 T
04/21/05 15:06 FAX [phone] ELAM TODD d'AMBROSI 0 004/005
ENGINEERED WETLAND OPERATION AND MAINTENANCE AGREEMENT
The engineered wetland system is defined as the engineered wetland detention basin, pretreatment including
forebays and the outlet structure.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the engineered wetland detention basin for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the riser of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. 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.
3. Inspect and repair the collection system (i.e. catch basins, piping, $wales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the engineered wetland detention basin semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). 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 an engineered wetland detention basin 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.
If the elevation of the marsh areas exceed the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it: Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 304 S feet in the micro-pool, the sediment shall be removed.
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
6. 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.
7- All components of the engineered wetland detention basin shall be maintained in good working order
Page 1 of 2
04/21/05 15:07 FAX [phone] EL.AM TODD d'AHBROSI to 005/005
l acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Printname: aIJA_ _-1- ?l ablhs??
Title:
Addr
Phor
Sign,
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.
V. PrirC_-*-_ , a Notary Public for the State of A6rl-h Ce_re fi no, ,
County of UUNc,_9 v- , do hereby certify that Q+ I 1 T.
k7? i -f- w? Y
personally appeared before me this QO day of __ h p r i I aOO ?- and acknowledge the due
execution of the forgoing engineered wetland detention basin maintenance requirements. Witness my hand
and official seal,
V.
EL33NItId A?!l9nd ?oN
NYZRS WO
O
SEAL
My commission expires I?- /05 _
Page 2 of 2
DWQ Project
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : S s
Contact Person: Phone Number. (As41 67? -t n
For projects with multiple basins, specify which basin this worksheet applies to: _ 41
Permanent Pool Elevation 313.0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 31'3 . S ft. (elevation of the outlet structure invert in)
Bioretention Surface Area Z, it 50 sq. ft.
Drainage Area 1.5 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.1 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.19
Size % S % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity 0 fps
Inlet flow depth Or in
Depth to Ground Water 0 ft.
Planting Soil Infiltration Rate 0.') inJhr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate 0.3 inJhr. (the soil layer below 4 feet or below the sand bed)
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. 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
ADDlicants Initials
If Ih No vertical sand bed is proposed
M Q[lt- The bioretention area is at least 40 feet by 15 feet.
IIA kA- Sheet flow is provided at inlet.
M Kx- Water table depth is greater than 6 feet.
Minimum of 6' ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
layer is specified in plans.
0101"7'' Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
A GQ? An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project
PROJECT INFORMA
Project Name :
Contact Person:
For projects with
DIVISION OF WATER QUAUTY . BIORETENTION AREA WORKSHEET
(please complete the following information):
AYLWAIC! knm&_ Phone Number
basins, specify which basin this worksheet applies to: t? 2
Permanent Pool Elevation 300.0 fL (elevation of the orifice invert out)
Temporary Pool Elevation 300.5 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area qoo sq. fl.
Drainage Area O• ac. (on-site and off-site drainage to the basin)
Impervious Area 0.3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.110
Size % 19 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity ¢:L fps
Inlet flow depth 4- in
Depth to Ground Water b ft.
Planting Soil Infiltration Rate 0.1 inJhr. (the soil layer down to 4 feet)
In-Situ Sal Infiltration Rate 0.3 inN. (the sod layer below 4 feet or below the sand bed)
IL REQUIRED ITEMS CNECKUST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation Is attached. If a
requirement has not been mot, attach an explanation of why. 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
No vertical sand bed is proposed
,The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
F& R r` Minimum of 6' ponding is provided.
M (x >2 The ponded area will draw down in less than 4 days.
Planting sal infiltration rate is greater than 0.52 kVhr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
li,k R A planting plan with species and densities is provided.
M h Mulch layer is specified in plans.
fV WL Planting sod meets minimum sod specifications (NCDENR Stormwater Best Management
Practices Manual, April I M)
Al OVt- Plan details for the bioretention area provided.
M k?L- Plan details for the inlet and outlet are provided.
M Kti An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : _G
Contact Person: Mrr?- Phone Number /AIA L'1t ?1/
For projects with multiple basins, specify which basin this worksheet applies to: 3V Z
Permanent Pool Elevation 3o o ft (elevation of the orifice invert out)
Temporary Pool Elevation 3 07.6 It (elevation of the outlet structure invert in)
Bioretention Surface Area I 13-7 S s9. ft
Drainage Area 0-116 ac. (on-site and off-site drainage to the basin)
Impervious Area o.60 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0.66
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity 5.0 fps
Inlet flow depth 4, in
Depth to Ground Water _ 6 g,
Planting Soil Infiltration Rate 0.7 infix. (the soil layer down to 4 feet)
In-Situ Sal Infiltration Rate 0.3 infix. (the soil layer below 4 feet or below the sand bed)
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. 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 prgect
_Applicants Initials
VIA No vertical sand bed is proposed
M OC> The bioretention area is at least 40 feet by 15 feet
?h Out Sheet flow is provided at inlet
1160- Water table depth is greater than 6 feet
M k1?- Minimum of 6' ponding is provided.
M Kti The ponded area will draw down in less than 4 days.
Kt7cY? Planting sal Infiltration rate is greater than 0.52 Mr.
MGM- The in-situ soil infiltration rate is greater than 0.2 in/trr.
1A kA- A planting plan with species and densities is provided.
Mh Mulch layer is specified in plans.
-- MfKti Planting soil meets minimum sot specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Mlrp(' Plan details for the bioretention area provided.
_ A OIL- Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please mote that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains

-------- ----
-- --- -- - -- ------- --------------
------------- --- --
-_ 60ffFrc(ErJT----'... O ?.5 --
-- I? 4 SAPIO f3. (P QSF -_r1
----?5, ooh Scu.Fr a? S 0.0 5 -- S 4-5-0 So
iCD -14 -c)4
2
RzAWA?-E MEA 0. 4q AC,
- ' C " co?-fF(CC I\JT - 0. b o
w APVD ?kp V )E 1?
2 I, Soo sa. Fl- z 0.80 x 0.0? = 65 Z sU. Fr.
DlMErj SONS = 20' w -A 4,c' L
0 - (lfi'?? Ao 3
- PMIYAG-F- AU = 0,16 AC,
-- c , cuffhc(ENr - 0, 6 ?i
w(T& SANG WE VT 9'/,

4-2, -)o() Su. FT. "- 0 .b5 ;,' v, 01--) = I, 37 0' 5Q.FT
ME it Si OrJ S = 2 ' Ire X ?5 l?

ELAM, TODD, d'AIvIBROSI
URBAN PLANNING • LANDSCAPE ARCHMCIURE
CIVII. ENGINEERING • "NM USE CONSULTING
2601 WESTON PARKWAY / SUITE 203
CARY, NORTH CAROLINA 27513 USA
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL) etd`^abellsouth.net
CREEKSIDE
TYPICAL
BIO-RETENTION
AREA PLANTINGS
Drawzl By: BDM
Checked By: MGR
Date: 09-27-04
Proj#: 2304006
Revisions
BIO-RETENTION PLANT LIST
KEY QTY. BOTANICAL NAME COMMON NAME 1;17F
R00T SPACING RFMARKS
AR 2 ACER RUBRUM RED MAPLE 2 1/2 - 3" CAL B&B AS SHOW FULL
BN 10 BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH 8' HT B&B AS SHOWN 3 OR 5 TRUNK
BT 10 BERBERIS THUNBERGII JAPANESE BARBERRY 24-36"HT 18-24" SPD 3 GAL 4' 0. C.
GT 4 GLEDITSIA TRIACANTHOS THORNLESS HONEY LOCUST 2 1/2 - 3" CAL B&B FULL
IG 17 ILEX GLABRA INKBERRY HOLLY 24-36"HT 18-24" SPD 3 GAL 4.5' O.C.
MP 11 MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24-36"HT 18-24" SPD 7 GAL 6' 0. C.
NOTE: 11ANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT COUNTS
2. 10 LBS. OF ROUGH BLUEGRASS TO BE PLANTED AS PRIMARY GROUNDCOVER. A MIX
OF 44-SWITCH GRASS, REDTOP, AND BLUEJOINT PLUGS SHOULD BE INSTALLED IN
CLUSTERS NEAR SHRUB PLANTINGS AS INDICATED ON PLAN.
SCALE:1 "=20'
CLIENT:
TIM MULCAHY
METROPOLITAN DEV. LLC
14 VICTORIA COURT
REISTERTOWN, MD 21136
[phone]
SHEET
si-i
Ct?O? W AT?RQG Michael F. Easley, Governor
rr ca William G. Ross Jr., Secretary
(? 0 North Carolina Department of Environment and Natural Resources
/ (DivLUa,)7E
E 4 Alan W. Klimek, P.E. Director
Division of Water Quality
April 22, 2005
t
EXPRESS REVIEW ACCEPTANCE LETTER
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Subject Property: Creekside Hills Subdivision, Wake County
Dear Mr. Whitworth:
On April 21, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email
request from Sean Clark of Soil & Environmental Consultants, Inc., regarding a project known as
"Creekside Hills Subdivision" for acceptance into the Express Review Program. This letter
advises you that your project will be accepted into the Express Review Program once the
following items are received: 1) a fee of $2,000.00 made payable to the North Carolina Division
of Water Quality; 2) seven complete and collated copies of the application; 3) seven copies of all
additional information pertaining to this project three complete; and 4) three collated copies of the
Express Review Stormwater Management Plan Application. Please read the application over
carefully and submit all of the required items. Information regarding Express Review, DWQ's
Stormwater Best Management Practices Manual, worksheets and an example of an Operation and
Maintenance Agreement can be found on our website:
littp:Hll2o.enr.state.nc.us/ncwetlaiids/regcert.litml. Thank you for your attention to this matter.
Due to limited staff availability during the remainder of April 2005, we will be unable to accept
your application until the week of May 2, 2005. Please keep in mind that the clock for this
project will not start until receipt of the completed application package and required fee are
received.
If you have any questions or wish to discuss these matters further please do not hesitate to call
Cyndi Karoly at 919.733.9721 or Cynthia Van Der Wiele at 919.715.3473.
Sincerely, ^ `??Gn ^ n
/,ill,/, G?
Alan( P.
E., Director
AWK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
Filename: Creeks ideHiIIs.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.st?te.nc.us/nc?%etiands
NorthCarolina
,Naturally
An Equal Opportunity/Affirmative Action Employer- 500% Recycled/10010 Post Consumer Paper
?OF W A rFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
1 North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
April 22, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
Subject Property: Creekside Hills Subdivision, Wake County
Dear Mr. Whitworth:
On April 21, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email
request from Sean Clark of Soil & Environmental Consultants, Inc., regarding a project known as
"Creekside Hills Subdivision" for acceptance into the Express Review Program. This letter
advises you that your project will be accepted into the Express Review Program once the
following items are received: 1) a fee of $2,000.00 made payable to the North Carolina Division
of Water Quality; 2) seven complete and collated copies of the application; 3) seven copies of all
additional information pertaining to this project three complete; and 4) three collated copies of the
Express Review Stormwater Management Plan Application. Please read the application over
carefully and submit all of the required items. Information regarding Express Review, DWQ's
Stormwater Best Management Practices Manual, worksheets and an example of an Operation and
Maintenance Agreement can be found on our website:
http://l12o.enr.state.nc.us/ncwetlands/regcert.html. Thank you for your attention to this matter.
Due to limited staff availability during the remainder of April 2005, we will be unable to accept
your application until the week of May 2, 2005. Please keep in mind that the clock for this
project will not start until receipt of the completed application package and required fee are
received.
If you have any questions or wish to discuss these matters further please do not hesitate to call
Cyndi Karoly at 919.733.9721 or Cynthia Van Der Wiele at 919.715.3473.
Sincerely, C?M?°'? L
• r G
101- lan W. Klime , P.E., Director
AWK/cvdiv
cc: DWQ Raleigh Regional Office
File copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
Filename: CreeksideHills.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httI21/h2o.enr.state.nc.us/ncwetIands
One
No Carolina
Amit rlly
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE APR-22-2005 FRI 12:24
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 2/2
START TIME : APR-22 12:23
ELAPSED TIME : 00'24"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECE14T DOCUMENT TRANSMITTED...
®'ti?L,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
'd cnael F. EaAV. G)renwr v,51an G. Rj,r..,.. Sat ,wy
,Van''(. rJrnok, P.E., Di, I .,
EXPRESS PE1011T REVIEW PROGRA.&1
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Strut Addrew 2321 Gnbnce (loulr..H1 d, Suite ?50
Ralcleh, NC :7(()1-22.60
Mail'atg Addr m: 1650 Mail Service Cenrer
Ralciri, NC 27699-1 fiS0
Crust Infurtrelliun: Phone N: 919-133 0'03
Pas N: 919-733 6593
Fax To.. Scan Clark Fax #: &16.9467
Sulyject: Crcekside Hills Subdivision Date: April 2.. 2-005
Number of pages including co%er sheet: 2
Notes or special instructions:
7T'c original will be sent in the mad. If you have yucm,-, please call Debbie Lidwards at 919 733 9502.
u, - ewakl u ,
„1)l's? 9r.... C, J.ti t*?h G.: 1.:553'9%1
:Y• .t....•. .,?..,., -- .:?? N6 (2arolina
MEx l O,".r?ur,nr.•w.•N F1 W- ',AW -h 0.-re'Pt>
?o
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #
Fax #:
919-733-0203
919-733-6893
Fax To: Sean Clark
Subject: Creekside Hills Subdivision
Number of pages including cover sheet: 2
Notes or special instructions:
Fax #: [phone]
Date: April 22, 2005
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone]/ FAX [phone]/ Internet: htip://h2o.cnr.state.ne.us/nc\%etlands ;Vaturally
An Equal Opportuniry/Affirmative Action EmpIoyer- 50% Recycled/10% Post Consumer Paper

O?O? W AT ?9QG
co
r
l4ichael 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
April 22, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Apex Apartment, LP
c/o Bill J. Whitworth
8603 Westwood Center Drive
Vienna, VA 22182
5.077 9
MAY ,1 D
2005
I:z11? ?,taTr QUALITY
H
Subject Property: Creekside Hills Subdivision, Wake County
Dear Mr. Whitworth:
On April 21, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email
request from Sean Clark of Soil & Environmental Consultants, Inc., regarding a project known as
"Creekside Hills Subdivision" for acceptance into the Express Review Program. This letter
advises you that your project will be accepted into the Express Review Program once the
following items are received: 1) a fee of $2,000.00 made payable to the North Carolina Division
of Water Quality; 2) seven complete and collated copies of the application; 3) seven copies of all
additional information pertaining to this project three complete; and 4) three collated copies of the
Express Review Stormwater Management Plan Application.` Please read the application over
carefully and submit all of the required items. Information regarding Express Review, DWQ's
Stormwater Best Management Practices Manual, worksheets and an example of an Operation and
Maintenance Agreement can be found on our website:
http://h2o.enr.state.nc.us/ncwetlands/regcert.html. Thank you for your attention to this matter.
Due to limited staff availability during the remainder of April 2005, we will be unable to accept
your application until the week of May 2, 2005. Please keep in mind that the clock for this
project will not start until receipt of the completed application package and required fee are
received.
If you have any questions or wish to discuss these matters further please do not hesitate to call
Cyndi Karoly at 919.733.9721 or Cynthia Van Der Wiele at 919.715.3473.
Sincerely, ?C ` KX??'
Alan W. Klime , P.E., Director
AWK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Rd., Raleigh, NC 27614
Filename: CrceksideHills.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.statc.nc.tis/nc Aetiands
NoT`hCaroItna
,lVati ma!!y
An Equal Opportunity/Affirmative Action Employer- 501% Recyded/101% Post Consumer Paper
Q1/21/,+005 15:21 FAX
-r DIM DORNEY 071001
s? Sail & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 - Phone: [phone] • Fix: [phone]
www.SandEC.com
FACSIMILE SHEET
FA&V NO. 919) 816-9167
DATE: "?2 - ?1 Project Number: 32 58, L,-J 1
TO: NAME: wt ?Jjr' CC:
COMPANY:
FAX NUMBER--
' v` Ct"!? SUBJECT: ?,cp?css l?av??.r s?
The following items are being faxed. Number of pages including transmittal sheet:
For Your Comments.'Approval
Per Our Conversation
Please Advise
Would Like To Diselm
For Your Information
Per Your Request
Please Call
_ Please Handle
HARD COPY SENT:
US Regular Mail
Overnight
Hand Delivery
No Hard Copy Sent
REMARKS:
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT AT (919) 81-6-5900.
*CONFIDENTIALITY NOTICE'S
This transudsiion is intended only t)r the use of the individual or entity to which it is addressed and way contain
information that is privileged and ee aficicutial. If the reader of this message is not the inteudrd recipient, you arc hereby
notified that any disclosure, distribur:ion or copying of this information is strictly prohibited If you have received this
transmission in error, please notify us immediately by telephone and return the raxed documents to us at the above address
via the United States Postal Service.
?14ulo;tc (7iticc: SirsS.s>^ro llfticC:
33
2?6 LePhinip Court, Suite C 17-ELawndal::Dme
Grccrr:.boro, NC 27455
Concord. N(' 2h025
Phnnr- (7O-1)770.9405 Y;lonc:. (33Gj 5a0-8234
APP.-21-2005 THU 13:50 TEL:919733E893 NAf1E:DWQ-WETLANDS P. 1
Q1/21/?005 15:21 FAT
a DWO DORNET 0002
INITIAL, INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
'WITLIIN THE 401 OVERSITE[E,XPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Apex Apartment LP c/o Bill J. Whitworth
Applicant Address: 8603 Westwoo? Center Drive
Vienna, VA 2 182
Applicant's phone number: 512-565 5999 Fax number.
Applicant's email address: n/a
Consultant Name (if applicable): Soi and Environmental Consultants c/o Sean Clark
Consultant address (if applicable): 11010 Raven Ridge
Raleigh N C 27614
Consultant's phone number: 912,34 •5900 Fax number. 919-846-9467
Consultant's email address: sclark a sandee,corn
Type of action requested under the Express Review Program (check all that apply):
X401 Water Quality Certification
? Isolated Wetland Permit
? Stream Origin Determination
? Riparian Buffer Approval
?Storruwater Management Plan
? Mitigation Plan
# of Determinations Requested
? Intermittent/Perennial Determination
# of Determinations Requested
? stream ? wetland ? b•itTers (check all appropriate)
Name of Project: Creekside Hi U ub division County: Wake
Total project acreage: f 30(acres) Total built out impervious area: fl2 (acres)
Nearest named stream (from USGS to.)o map): Reedy Branch
Please provide a brief description of tt is project (attach site plan if available):
This project includes a single family :eiderttial gPhdb6sion as well as apartments.
Please attach a map of site location using USGS 1:24,000 map and county soil sun cy.
Location of project site - please includ-. reference to the county, nearest name town and highway number:
The site is located on the north side of SR 3360 (Olive Chapel Road), approximately 500 feet west of the
intersection of SR 1160 and S R I 163 (Kelly Road) in Wake County, North Carolina. The site is adjacent to
Reedy Branch.
1
APR-21-2005 THU 13:50 TEL:[phone] NAME:DWQ-WETLANDS P. 2
t/21, 9005 15:22 FAX DIVA DORNEF U003
Proposed impacts:
0.166
0.083
365
n/a
n/a
Acres of 404 wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
Ilas eoisultant or .a licant attended any;;DWQ-sponso " p' years? If so, pleasc,list
cihicli'ones.
and
Y ? l? 1? ease ra?zd'e; W staff,nanie,
Has any DAY7stafff visited 'the site9_. tl' cs 1
date.,o:f visit",:
xssuutc g agencies perraits, tom ptheF.gencies vitill be;needed for ths;pru?ect? Please list t}ie;peimits and
D y f?l ss ? 1 <J. o- 7'6- #--ZOOV20&gi
Does this project require approval un(!er the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact appli, ition or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of E. Variance from the NC Environmental Management Commission?
No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with re;pest to public involvement.
No
This form must be submitted via email (c!o 401express6a`nctnail.net), faxed (919-733-6893) or hand-delivered to the
Park-view Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the
Express Re,.iew Program will be notified via email or fax within 2 days. Successful applicants will then be instructed
regarding detailed procedures for ful application (Please Note: Submittals of the review packages on Friday after
12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919.733-9502 if you have any questions regarding this form.
APR-21-2005 THU 13:50 TEL:[phone] HAr1E:DWQ-WETLANDS P. 3
01/21,2005 15:22 FAX
i
-r- MVQ DORNEi U004
?? ??1??/' 07 ?? .1 '.?r' •? ?`,_\/1 l? 11 ?t?/? ?J l ?, ,?y ?,1`?;'?/1 I ? /rm ,? ??? \??
r co )N
16
rY_-?1
RIF
74
?J/??'???JJs? ?,? ?•? tel. ..? ( ? ?r% .i???
(ff
fol
?5*
Projcct6: Scala:
3zsa W-1 1•=2"0. Figure 1- USGS Quad
Project
Mgr.: WC Datc:
Feb 2004 Chapel Glen Property
ment
olitan Devela
tro
M
p
e
p
Wake County, IIC

NEW HILL, N. C.
35078•FB-TF-024
PFIOTOI14SPECTED 1963
1974
PHOTOREVISED 1981
TWA5155 III NW-SERIES W42
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NO 27614
[phone] • [phone]
Web Page: wvnv.SandEC.com
APR-21-2005 THU 13:50 TEL:[phone]
NAME:DWO-WETLANDS P. 4
SOIL & ENVIRONMENTAL CONSULTANTS, PA
14C Division of Water Quality
Tran # Invoice Type Date Reference
6726 050305 Invoice 05/03/05 3258.571
Check Number: 17535
Date: 05/03/05 Check Amt: $2,000.00
Balance Discount Pay mount
$2,000.00 $0.00 $2,000.00
?cp 0?°07?s?
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
¦ 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:
-pex Apartment LP
,C/o Mr. -Bill Whitworth
,8603 Westwood Center Drive
Vienna,VA 22182
DWQ# 05-0749-Wake
A. Signature
X ? Agent
? Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
;'Certlffed Mail ? Express Mail
? Registered P Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number _
(Transfer from se 7005 1160 0000 9954 8164
I
KELLY ROAD, LLC I I ~ Il I
D.B. 7679, PG. 75 PIN N0. 0722.04-93-5730 / ~ ~ II I
I II I
/ ~ ~I
~ ~ I P /i / I
II I ~ II I
~1 I ~I I
I ~ I / ~ I
I r A881NGTON COMMUNITY ASSOCIATION, INC. L51 L56 / I I ~ ~ /
' L l COMMON OPEN SPACE ~ L l 11 ~ l I _ ~ 1 / III I
~ D.B. 8757, PG. 1763 PRIVA ~ PART of TRACT z ~ ~ ~ I I ~ t / ~I I 3
i B.M. 1995, PG. 1461 I ~ II I \
PIN N0. 0722.04-83-8762 ~ 3 ~ / ! I I \ I
~A / ~ ~ I I ~ II
o / / 1 I
1 ~ LOT 37 ~ WETLAND EA , ,~6Z / / ~ ~ I I / / III I /
DRAKE PAUL 0.113 AC S/ i ~ ~ I / / ~ II I / l
PIN N0. 0722.04-93-6404 00~ J i ~ ~ / / I I I ~ / /
TACK ~ 1/ ENCROAC ENT ~ 5 REAR SE B 1 ~ l ~ i / ~ I I i / / ~ I I I
ARE SCALE: 1 =40 gUF ER 62 ~ ~ - _ _ - - F URE PUBLIC ~ / i F / ~ __J I fR / / ~ I I
vENwc '1 GREENWA Epl-T_ ~ EX. E / ~ ~ ~ / ~ ~ ~ / ~ / N I I
RIVE ~ - _ STAR D ~ ~ / _ _ _ ~86•~.._~_ _ _ / e / ~ J , I I ~ /
50' R W / \ ' ~ ~ ~ c / ~ / ' ~ oo' B. 1991, PG. 1906 / ~ 1 ~ / ti I I / J 1
~ ...1~,..~--- ~ x / -~--00`:- ~ AVERAGE 3 ~ F TURE PUBL1>~ i ~ ~ / I I 3 i ~ i / / /
~ ~ 0 _ _ ~ NING ~ GREENWAY SE NT ~ , 1I I ~ c~ ~ / / ~ ~ 0, ~ ~ I I
/ C ~ E ~ ~ ~ ~ -Z0~ BUFFER. A ~ AGE ~ ~ ~ ~ ~ ~ I
OP - BIO-RETETEI~•TJ . ~ - ~ A, \ ~ I ~ ~ ~ I r ~zoNING ~zo~- ooo. ~ ~ J I I
2 / ~ / ARE # ~ / 6 ~ ~ ~ 1850 S C' , / / - _ w ~ / ~ BUFFER ~ fl. ~ ~I MILLER FAM~.Y~
m. i ~ ~ ~ 10~ / ~ / LIMITED ARTKfERSHIP V II 1 / / / / r I ~ g0~ / D.. 8802, PG. 2585 ~ I I
w T 36 ~ ~ \ ~ ~ ~ LG /70 JUNIOR RAY WILLIAMSO 3 i ~ \ / / i ~ / TRACT 3 i ~ I I N ~ / i ~ r-' I , J B.M. 1986, PG.~79T - J ~ I I I
IN N0. 0722.04 93 5 0 ~ / \ ~ ~ OUTLET PR N P ~ _ _ _ _ 0 ~ ~ #46 ~3.~75'x5'x9" _ 'A ~A / i ~ i ~ ' ~ B.M. 19 ~G. 173 I I I
6~ ~ ~ \ RIP=R;6P PA`~ti 20' DRAT AGE EASEMENT ` ~ ~ v \ \ Z ~ ~ ~ ~ ~ / M 0 ~ \ ~ ~ _ / ~ ' . ~ ~ I ^ ~ PIN N0. 2.03-032-7646 i - / A ~ ~ I
.M. 1997 906 Q \ \ 6 0 ~ 0-RE ET TI - RE ~ Y~ n ~ SpECIAI TRE< SA - 1 I
`0 ~ ~ 9 / ~ ~ / ~ ~ \ FF 7 F ~ F ~ AR ORISTS ^ I AREA ( N I I
RAGE ~ ~ ~ \ ~ _ ( REP OR TREE ~ I / ~ _ _ - ' OTECTiON I~ASURE1.~ _ _ ~ - I I
\ h / \ / ZONING ~ - -til / \ - ~ / ~ 62\
/ 51 t 0~~ ~ ~ ~ ~ a / _4 i ~ ~ I I
~ \ / ~ _ ~ /o. z RRIVATI ~T ~ \ ' lF. h 6 ESS~~r1E I - _ 1~'TYPE V 2 RRIVATE I I / w~ ~ „ . i l l I ~ r I , B BUFFER
A . ~ / ~ ~ \ ~ \ CC / R~ IMP TED AN \ ~ \ ~ CCESS~'~1 C 44 ~ 4 / w / y / - - i~ ~ I
\ A A0. 46 C S ~ / ~ - / - _ 5 \ ~ ~ I ~ ~ ~ i
H. / ~ ~ ` ~ ~ / ~ \ AND A / \ r \ ` 0 / I ~ ~ ~ ~ ~ a 00 ACRES I / / / c
LOT 25 , / \ ` ~ \ \ ~ ~ _ ~ ~ - -SF~ECIAL TREE SAVE I
THOMAS E - \ ~ PIN N0. 0722.04-93 3156 ^ / ~ \ 1 \ 4~" - / ~ ~ ~ AREA (SEE ARB~O IS~S_ I I i REPORT FO fi2EE I
~ N I / w - I ~ PROT~CTfON MEASURES) \ - ~ ~ I
/ ~ / \ ~ ~ ~ o i / ~ \ ~ / ~ 0 ~ - - I
1 ~ ~ / ~ZZ `ST / OUTLET PROT I LINEAR WETL D AREA / q T P ION ~ --w W I/ i I
\ R 9'x12'x9"d LASS / 1 / ~ 0.013 RES ~ / / ~ 3.75'x5 -A ~ ^RIP-RAP P J ~ ~ > I > ~ ~ / / ~
7 / IP-RAP ET PR EC I ~ / v V~ ~ \ a S # 1 / / I ~ y I I / _ / / / Nti/ / w I I I
1 'x18"d LA 'B / ~ / \ "~q U P TEC ON i ~ ~ A V ~ 9'x x1 CL S 'E P TEC ON / z ~ - ~ti _ U I 1 CL S ~B~ w / z / ~ ~ I ~ FARE ~ONNEC710N ~ /~I
LOT 24 ~ P P F ~ f / 1 ~ A ALYSON DOUGLAS ~ \ x ~ ~ ~ i NT INE m p / - I ti ~ w(Y'ACCESS EASEME L - I / I - / ~ 0 ~ _ rv /
GLAS ~ / ~ ~ 3B \ RIP D JOHN DOU ~ i MARY DOUGLAS ~ V ~ V ~ I 9 / ~ ~
PIN N0. 0722.04-93-3099 ~ 9 ~ / ~ l ~ \ TI r TLET TEC / ~ ~ )
- ~ 10 v ~q~ 1 ~ - _ ' A - V
~ ~ RIP } w ~ \ ~ \ / ~ CI 4 LOT 23 C ~ ~ o Q \ \ RIP- ~ / - _ 3Y ~
MARY JANE RYAN l OOH ~ 7 ~ - _ \ ~ 1 ~ ~ ~ \ / ~ ~ b0' ACCESS EASEMENT LINE ,7 I
PIN N0. 0722.04-93-3090 ~ ~q T o Q ~ ~ ONIN ~ .I~, / \ =w \ 1 \ ~ \ I ARE 2A / ~ I i ~ ~ '-B~ 002, PG• 785 / ~ \ ~ I
~F 1 w UFF \ 1 \ ~ #5 A A D AR/ ASPHALT \ ~ ~ } ~ I .0 1 ES - DRIVEWAY ~ ~/L _ _ J ~ I I I
N ~ I ~ ~ Q~ - 9 / II
~ 2 Q t 2s 12 l , I - _ ~ I ~ ct ~ ~ 1 I AR A / ~ V I I I - _ I I ~ ~ TL EA I
o TLAND AREA / / I ~ \ ~ ~ w ' ~ ~ d1o s 1 7/ }I ~'B~~ I
1 A RES ` / / ~ ~ ~ 0. C \ / r ~ - _ ~ , AEA ~ IMPAQT THE ~ I I W I GRAVEL 1 ~ I AREA - I I
' ~ ~ ~ \ l 9 FEET 2~ ' - Z I a~ I ^04~' ~ ~ I I I / ~ 3 I w
V A ~ 1 ~ I KPILE AREA \ SOIL LOT 22 V \ AI / ~ t 1 1 ~ II _ ~ I ~
EILEEN PATRICK \ \ / / H C - 44 ~ \ \ ~ I PIN N0. 0722.04 92-39 \ / / H < 8 \ 1 1 2 ~ ~ ~ I 1 1 ti~ I I ~ ~ l , I - 3 I I ~ I I I z
/ 1 I 28, / 30 4 \ ~ ~ I 2 3 I _ 30 ~ ~ o _ ~ - I
~ I
T P CI 3 / \ I/ ~ \ ~ ~ 1 1 ~ 1 / ~ I I / 4 ~ I 99 9 1 a°~. I 11 1 1 -
Y ~ 7 / ADA 9 ~ ~ ~ ~ 6A U / / \ ~ ~ \ \ ~ / OEP 2$ \ 5' / / V -I
1~6 S~ PR OA ~ / ~0 ~'rr ~ 0122 \ W\ / / I 7 \ \ \ \ 1 SO?1' ~ ~i ~ ~ ~ i----'~ I ' ~ ~ MILL RFAMILY / I
N / \ 6 1 I N I UMITED ARTNERSHIP
P ~ , ~ ~ 1 m w I NITS ~ ~ a' £ g ~ 74,g4 1 1 I 1 D.B. 802, PG. 2585 I I 1 1 , I TRACT 4 ~ I I I
d ~ ~4 \ 1 w .M. 1996,. 1777 ~
~ o v FES /#43A ~ ~Z ~ 5 ,92 F / ~ I 1 I .M. 199 , PG. 173 I I A ~ PIN N0. 073 .03-02.-7646 / I I I
11 P~~~N pA w ~ ~ Ci4' ~ - ~,0~ ~~P~ p1~2• OUP PROTECTIO / ` ~ ~ ~ ( ~ ~ _ I~ OFD 1 p N ~ I I I I
0 ASS 'B~ / / I ~ ~ ~ N / 12'x 18 d CL ~ ~ p~N RIP- PAD \ / I ~ H I l ~ ~ ~ ~ - - 1 / \ y l# ~D I p I / I I I ~ ~ N I II
i / i / I I ~ ' _ I ~ / E ~ C , 30~ ~ _ S~ ' I - # I / I I I , w ~ ~ I I ~ o
~a ~ Z / ~ <H ENT Yt ~ ~ 5 ~~y1 ~ \ _ ~ g~N ti ~ ~ \ / ~ . / I I / ~ ~ ~ ' ~Q ~ • - 1 I i I loos
0 .9 ~6 RO Oa \ \ / III I I M, I I~Q ~ ~ p 1 ~ I of
~Oj ~tP ~ 0122 \ \ ~ ~ CI # / ~ ~ ~ ~ ~ I ~ 1 I ~
PNO NO' \ ~ / ~ i' ~ ~ s A P ~ ~ 1 I v ~ 2~ _ A ~ 1, 1 1 ~ ~ ~ of N-dCJRIS L 1 I I W W
\ - ~ G ~ N e ~ \ ~I UILDI I ~ E~ 15 \ \ \ ` - 1 1 1 V IXF-I I P/T~ TLA ` 1
No ~ / ~ ~ ~ A TYP ~ s .06 9 .083 AC ~ BL ~ 1 ' I U / ~ 1 ~ ~ DI
~ pA ~ A 1 ~ / / I CONCRE ~ I ~ WI
ti~p~NNO• ~ ~ / / ~ ~ ~ / S \ ~N ~ / ~ / n S ~ ~ \ POOL I ~ ~I I ~ ~ N fq n I ~ I o UI
I` ~ ~ , ~ / ~ ~ I Iz~'I o. 1 m
E5 ~66~ V A / UILDI 1 ~ / / . ~ . r a,92 ~ _ _ TYPE( 3 TILI ~ C I
a 0 ~ YE _ ~ ~ c I 1 ~ ~ /BUILD ~ J ~ O'TY~E ~ I
~o 012 ti ~ \ ~ ~ BUf'fEk 1 I I U co
Q~N S\ r~, p , ~ _ _ ~ I C 11 ~1 A, ZO I ~ / / CREEK ~ I C A 1- ~ ~ cRdvEL 1 ~ Z ~ I I I
~ 92 BU FE G N WAY I \ / / Y \ ' DRI WAY ~ ~ I I I
~,Pe g2 \ ~ ~ n I I ^ I N.C.G.S. " CT10N 2" I I I
e oA ~ ` ~ \ V ~ CI / 1 2• ~ # / / ~ v ~ I I NAD I I I r I ~ \ ' J N.C. RID D .
t \ \ 1 \ / N 727, 1.44 I/ ~
\ / ~ ~ # 0 I BLNL I I I OPEN PL>YY ~ E 2,b36~(839.~68 ~ ~ ~ / I
E ,A52 / ~ ~ E 1 I I ~ LOT 52 C~pS0A,g2 ~ ~ _ _ ` \ P• \ 4 _ \ '1 ~ l ~ I r YI ~ ~ / / / 1
PPU~O 0122• \ ~ _ N _ ~ I I I PAN ~ ~ ~ ~ ~ - IL-0I G` 1 / ~ / / / ~ I
\ r A ~n A I I I o ~ ~ I ~ E \ rot \ / F' l \ 1 + / l / / 1 i
V / / w ~ / - I i \ \ / / ~ POL ~ P OL ; i - - / ~o~ I ~ ~ /
T 11 ERSON / ~ I \ I ~ ~ . LO ND 41 / \ \ _ LDG A ,45 ~ ~ / ~ / LDG ~ / ~ ~'i 1 ~
PATRICK Q722.04_92 ~ . \ ~ ~ i i i PIN ~ ~ ~ 1 ~ i ~
/ ~ # Il~~ ~ i i ~ ~ 20, TYP ( I ~ ~ ~ ~P00L / `t - I w / ~
~ N E B I
W 4 ~ { ( ~ 45. I I ~ I I \ / / ° ~ ~
I ~ ~ I / I v v 1cLU ~ ~ / / / y - ~g9s o ' ~ ~ ! / y i / /~9 ~
LOT 3 ~ ~ ~ ~MOU ~ I I JOYCE C. ADAMS ~ ~ ~ / I I L / ~ / a7, / '
D.B. 6818, PG. 632 \ \ \ \ ~ ' \H / i B.M. 1997, PG. 665 ~ / / / \ I
PIN N0. 0722.04 92 7235 V ~ J / 1 a - ~ / ' / / >J 0 f ~ / ~
~ \ TY JP 0~
0 \ SF ti C 0
N.C. GRID COORDS. 3
/ ~ 01 N=722,412.361 E=2,030,676.408
Gam` ~ _ E 0 i
\ 15 15
~ p ~ c~ Q,1P \ 1 1 \ \ ?
/ /,~EpP
~E
/
/
Exp ~ ~ C10• /P~B~ ~ ExE 49

W
~
i'
' ELAM, TODD, d'AMBROSI
0
URBAN PLANNEVG ~ LANDSCAPE ARCIIITECTURE CNfi. ENGIlVEERIIdG ~ LAND USE CONSULTING
/ / ~ NE #
2601 WESTON PARKWAY /SUITE 203
_ ~ 1~ Z ~ # ~ ' . CARY, NORTH CAROLINA 27513 USA
9.678.1071 (OFFICE) 91
G 919.678.1290
UT 0 GT Q ~ x belLgouth.net (E~) ~
3. d P-
R I P ~D
S I ~
~ \
CA
~N RO ~ ~i D 0 'y
GT I 0 TL P ~ 4SS1 9 Q
SEAL
GLA 5 B / ~ MAYr, . ~ ~ 2005 24914
~ D ~ , ~ ~ DENR • WATE NGINE~'
E - TL wErWtDS,wn s7 R Qu~1Ty. 9l
/ - G.
.5x5x1 1
~ RIP-~PPD
G I 4 ti
~ F ~ ~
~ #
- KSIDE CREE
\
~5
~ ;
_ ~ i
~ / ~ -
'II1 ^J ~ i 7
11 L ' ` Erairvnnunta! t:oruwiting and Natural Aesourre Management
V ( 1225 Gatehouse Drive
` Cary, NC 27511
~ / ` ~ ~ 19 388-1624 ~ )
~ \ ~ ~ mps~eGnutb,rret
CREEKSIDE SUBDIVISION ®copyrigta 2t>o4 CONSTRUCTED WETLAND SPECIFICATIONS All rigfas reserved Any possession,
PLANT LIST reproduction a otha use of flue document
without the express writlar correat of &otek ie prohibited
sltlZt6?gmt Tubas
(18.6' below NWL)T I. Sal disturbaatx shall be conducted in such a maaaer as to minimize erosbn. Soil 21. All areas disturbed by grading shall be seeded with a temporary cover sop as
Saeatiflc Name Wetne~ Common Name PlantsiAc. HabiaUDesrtptioi ~abilizatbn measures shall consider time of year, silee conditbns and the use of specified. Ha6laUDest7ptioa tcerporary or pmmaced measures.
Cetatophylh~mdetmersum OBL Coontail ZOD Robuat;flshendm Robttsg fishendiavctebsatebabitat Soil Prcoaratan 5aai-cfrculsr, notehed)caves wbie Bawer 2. Soil erosion and sediment control features shag be constructed prior to the
Nyphaa tuberose OBL White Water 200 Semi-circular, nop Podederia cordate OBL Pond Weed Z00 Very hi~? wildlife Very hi~? wildlife food value; ObOVate Imf commencement of upland disturbance. 1. The codrxYOr shall disc or rotorete all sub•gradas beneath areas represented by
open wets, submerged, emergent, wet mesic prior to fmisbed grding wth topsoil. 3. Temporary soil stabilizatba shall be applied to disturbed areas immediately a$et
final grading. A temporary cove crop shall become established within fourteen days 2. Prior to planting, the Projeq Menage shall ched~ the quality and companion of
E~oat:gmt.Plu~ (0•d"below NWL) after final gradmg. Permmem atabiiration shall be inatalkd in combinatbn wuh topsoil (alt"depth) and subsoil (12-18"depth). EKED NCINE E teaspaay soil stabilization
3. At dre%tisoe of seeding, soils shall not have a measured cer~p~ction of greases tha+ - ~~T
Scientific Nano Welaess Commaa Acorusr~lemus OBL SwatFhg 300 Seuanlsiaadatu oonatrvction shall fie five poun"~s per square inch based on tang or cone penetrometer readings; if l0% or jI L"~l \ D 16at tie a rrt~ be ~ L~ 4. AB storm aewar Faeitma d~ SttualMl timdatioo; mtdieitul Picot fikaed a odtawiae tratod b remove sadist. one of the peatrometa readings tiro greats tiara five pounds pa sgwre inch, the
Iris ~gnira OBL Southern Bbu Flag i0D Blue orpurpk i1o, B1tu or tlowrr' arise P etrtranos alall disc a rowvate aid area a Deeded b reduce oompanion. ptttple .
Juocir etNus OBL Soft Rteh 3D0 Latael sad head; Latcel stxd head; sltts?mhank sittbiiaer 5. All temporary sediment std erosina control meewea shill be removed within 30- Wtldlffafo~d salts; yelhtw fbwts days after final shoe stabilintinn is achieved or ads ilia tempaary meaares are no 4. Tie Pmjed Maaraga atilt rociedc tk aorl compaction as described above afla
Petaodrafirgiaia OBL Amos:Arum 4D0 Wddlffafoadeah Pootedasscardata OBL Pickerahveed 4D0 Iieart•shapedl®1; I•Ieart•sha ed b31; ptaple-clustered flow bnger needed. Trapped sediment aal other disturbed areas shat fie permanetly tillage; treNmeet ahaU be repeated edit 9t'P/o a moro of the pertnrometa readings P are lea than five pounds pa sgtwe inch.
Se~tlatia latitolia OBL Arrowhead 500 Duck pdato; high Duck pdato; high wildlife foodvatue stab~ized•
Scirpus pungeos OBL Common Thrse Square 3D0 Robust; wi)dlife fi 308 Scipus v~idus OBL SoftstemBukush 300 Wildlife foodwL Robust;. wildlife food valt~ tndal rtsrto~l ti. All temporary and permanent erosion control measures must be maintained and S. The Contractor shall ckaaup remaining matavla, debris, trash, etc. immediately CLIENT: Wibilife foodvalrt; brgt; 3-bbed seed bed
MESIG repaired as oeedod. The Codractor shall be resporuibl for inspection soil repay after all work is wmpkte ad repay any damages caused during completion of the during censtructbn. The owner will be responsible if erosion control is ngtrired work TIM MULCAHY
5x5 GONGRETE ZONE RISER BOX 30"I after the contracts hen completed the project. METROPOLITAN DEV. LLC
Wet-Mesic $eed"m¢ (0.18" abaveNWL} 7. The erosion conrol measures indicated on the pleas are the minimal requiemeds.
2-b'FLISHBOARD WET-MESIG meaures m be tired the Project M er s govezoing agency. 1. The time frame for planting shall be late fell or winter (Nov -Feb). Tubers, plugs 14 VICTORIA COURT Adddaml ay rW by J ~B
ZONE Scientific Nano Wetness Comrnoa Name OzlAcre HabitaUDesa'ptia HabittdlDesa'trtioas cord live stakes shall be planed by hand. A grain drib or hand broadcast seeding REISTERTOWN MD 21136 Pions c s Gies; ftsttbtr infloresecce g. All overfbw awake shall be protected by the use of erosion control blankds. technique shall be empbyed using the specified mesic and wet•mesic seed mix. ~ P y [phone]
30b.5 Aadropogoavirginicus FAG Broom-sedge 64.D pioneaspeciec;f 306 Lease oryiaides OBL Rice Cutgrast 32.0 W>7dlde foodaad Wtldldt foodaadeovert~ebte 2, Drib seedin shall be conducted allel to contours with a sin drill or no-till
--------------HWL--- - Evpatoriumfisbilosurn FACW+ JoePyeWeed 16.0 Tall robustherb;l 305.5 Tall robust herb )er fbwts'S 9. Construction and emaion cedrol sequencing shown is general in since and may g P~ Br ' ~ p~ vary depending on weather conditions aodlor phasing of construction. Plante.
_ _ _ _ _ Eupatotium pafotiatum FACW- Boaeset 16.0 TaD robust hob; s - ----NWL---- EMERGENT TaD robust herb; white flowers; rosdet hstves ENGINEER. Pioneer specie; wildlife food and Cove vahu 10. ~ ~ aosion control sequencing: 3. Under saturated soil conditions, mechanical broadcast seeding or hand broadcast t
Paoicum virgatum FAC Switchgrass 37.0 Pioaea species; 9 ---LWL---- 305 ZONE Sorgastrumnuteas FACU+ Indian Gress 48.0 Compotes with>t~ Co ties wih Reed catrary gram technique shall be empbyed. Broadcast seeded areas shall be rolled, dragged or SLAM TODD D AMBROSI
Spartna pectiaeta FACW+ Prairie Cordgmss 3Z. 0 Goo d bank stabili Goo d bank stabilizer; wildlife food value a) Insult erosbn conrol measures raked parallel to contours within 24 hours, or as soon as site cenditbas albw. 21501 STON PKWY. b) Beginsub-grading
OPEN WATER SUBMER6ANT c) Begin tilling or rotovating 4. Immediately after seeding, crimp l" mesh biodegradable erosion control matting an S~'E+ 203
ZONE ~ Incbde Cover Crop(Spriag arFaD} o) Begin f~yh 8r~ing all sbpes greater than or equal to 3:1(three feet hsizontal to one foot vertical). ~ Install tubas, plugs and seeds CARY, NC 27513
304 Wd-Mesic P s (0.18" above NWL) g) Install erosion cootrnl blanket and five stakes 5. Live stakes of Buttonbush (Cephalanllrus orcidenta(isJ, lted•oiser Dogwood
h S strew oven all disturbed areas (Carnes stolonijeraJ and Fbwwirtg Dogwood (Cornus floridaJ shall be installed at (919) 67g-1071 ) P~ 6' centers throughout areffi shown as mesle, within any dbturbed riparian buffer
ScieniiflcName Wetness Common Name PlantslAc. HabitaUDesrtioti HabiaUDestrgtioa 11. Planting shall be in accordance with the time and place provided in these aroas std in areas prone to erosion
Andro o n vpgmicus FAC Broom-sedge Z00 Pioneer spares; I P go Ascelpiustuberosa FACW Butterfly Wad 300 Attractsbuttafli Pioaetr s tsia; fmtbe iaflorescmce SURVEYOR P y specificdmos and pleas. AttractsbtrftQflks;otaago-tlustcedfbwts 6. Immediately slier planting is complete, Contractor shall spreading straw over
Eupatorium macu>atum OBL Joe•Pye Weed 4D0 Tao robust hob; Tall robust htsb; hr a fbwrrs swaks and roads shall be clean and flee of dirt and planted areas at a rffie of 12.15 bales per acre. KENNETH CLOSE, INC f£e P~PI l2. All mlets, structures, pipes, kept
Eupatorium pafoliatum FACW Boaeset Z00 Pioaea species; ~ Picots tr spies; white flowtss; tos der lives 7. The Codranor shall clean-u remain' materials, debris, trash, etc. immediately 970 TRINTfY ROAD Slender pimetr sptcies; yt9low Mower P crag
Hetianthus aagustiiolius FACW Narrow-Leaf Sunflowa 300 Slmda pionea s Liatris s a1a FAC Geyfeatha 400 Columnar, cLsta Columt>ar, cLstced ptrple Howe[ 13. Stockpile dull have a berm or silt fence around the circumference to control sib. after all work in complne and repair soy damages caused dying completion of the RALEIGH, NC 27607
Pacticum v' um FAC Switch Glass S00 Pionea spacux; Pioater spades; wildlife food value Stockpiles m place bnga than two weeks shall be seeded. work.
305' =LWL ~ + ' ieCor ss 600 Goadhaakstabil 5pertioa pecti~ta FACW Prau dgra Gaodhaaltstabilizc; wildlife foodwlue l4. Straw bales shall be fvmly anchored and placed around all inlets, catchbasins, 8. The Project Manager shall be preyed during execution to assist with planting zone
305. 5' =NWL 306' =HWL Mesic Se swaks s~ adjaoat Inds the receive nmofi'duriug the course of construction. All layout, inspect seed mixture and observe planting techniques. stem structures shall have filter fabrk placed ends the cove m added protection.
(18.30" above NWL) Drawn By: '1~_
~Cdnslft SaIDm~n.i~ OzlAcre ! I5. Additbnd soil erosion codrol meassa shall be imploded during the course of Checked 1 osnstrunion a tequied. 1. These details and specificatbns for constructed wetland areas should also include a
Aadropagon gaardu FAC- Big Bbustem 7Z. D Robust 60 plaati Robust Ell pleating; turkey's fad sled hwd management schedule to conduct draw-down, prescribed burning aadlor mowing,
Elyaws caaadeasia FAC- ~rreda Wild Rye 48. D W>7dlife fooQ br bristle aeedhtstd Iii. Mainuin soil erosion condo) devices through the duration of the project. selective herbiciding and supplemental planting. Date: 1-17-05 Wildlife fooQ y Fao-tetdured; toss pleating with ilia Pro'#: 23040=
Fiagrastis curvu>a FACU Love Gress 1Z.0 Foe-terdured; m LEGEND Paaicum virgatum FAC+ Switch Grass 74.0 Gaud wiata hob Good 17. The Codracts shall folbw standards and recommendations maccordance
_ Rudbecldahirta FACU Black-Eyed Susan 16.0 Aobusteowat; y Robust enwal; yellow flows NC Sedtment~ion Cootrnl Commissbn Erosion and Sedimed Codrol Pknning and . .
ZONE # I OPEN WATER SUBMERGANT ZONE, 18 6 ac ium UPL LdtteBluat4n 3Z0 Uplandprarmh - 05 BELOW NORMAL WATER LEVEL( 0. 118AG) S'u" 304 3 mssas FACU+ Iadiat? Grass 37.0 Robust; large sa land ~ fe habitat Design Manual, 1993. All construction will comply with the requirements sct forth ~ ~ in the NC EPA's new construction site activities National Polluted Discharge Revlslons Reheat; large sited bead Elimination System (NPDFS) storm water permit.
Sorgbastrum
ZONE #2 EMERGENT ZONE, 6' -0" 305-305.5 BELOW NORMAL WATER LEVEL( 0. 165AG) ~ Include Cover Crap (Spring orFaD) I8. The purpose of this plan is to minimize aal control the soil eroson and resuhant sedimenation that are related to the devebpmed of the site. Ahhough most of the
meamros ue temporary in nature, they all target the bagrange codrol of erosbn
ZONE #3 WET-MESIG ZONE 0" - 18' TemnoraryCovaCroo 305.5-307 ABOVE NORMAL WATER LEVEL( 0. i 12AG) cord sedimentation in downstream areas. The specific cempocents of this plan are
Scientific Wetness Common Name OzlAae Hob t HabitailDestriotioa diroctod towards public area improvements. AU areas used by the contractor's Robust pioaeC tp reties operations are subject to the provisions of this plan. This includes both active cutltill
ZONE # 4 ME51 G ZONE 18 -30" ~ g~oke UPL Upland Riva Data 3Z.0 Robus?pionea a 307-308 ABOVE NORMAL WAT!`R LEVEL( 0.041 AG) Loli,nflamurum FAC lmaualRye 64.0 Aobustpionea ~ Robust pitmetr sp sties zones u well a stockpiles aid staging areas.
Secele caeale FACU Wnta Rye 96.0 Robust pi~ea s Robustp~~sptstes l9. Disturbed areas and areas used for storage of materials that are exposed to
precipiutinn may be inspected for evidence of, s the potential for pollutants eataiog the drainage system. Erosion and sedimed conrol measures identified in
tie plan shall be suspected W insure that they are opaatiag correctly. Discharge
bcatinns shall be inspaged to ascertain whether erosion codrol meaaires tiro effective in prevattiog signdicant impacts to receiving waters. Locations whsxe
vehicles anter a exd the site maybe insponed for oflsite sedimed tracking.
20. Pumps may be used a hypos devices, but in oa seas will water be diverted outside
the project lim@.
THIS GgrSTRUGT I ON DFtIW I Nb MAB BEEI'I R~/ I EMED BY THE TOJ~N Ol° /1PE)f PLMN I Nb DEPARTI~OdT, D~lN ~yl ~D ~ Tim TOMI Or /1PlX. IIND TO TI'! EEST 0!' hlr KNp~ T ~ ~ ~ ~p DEL I Ef, GOPIFORJ'IS TO THE 5U®DI VI SI ON OR SITE
THIS DWWIN6 fll5 r.~...,~..~,„e ~eiasr, iu rs~ss: sTAN~NiD MID TO THE 8E5 ~ ~
AND 88.1 EF, IT CONE IRA Tv TMC f 1 RI'G~ 17 ca rte. w
THE TOM MEX. HOkfvTK THIS 51ONATURE DOES NOT CONSTITUTE A PLAN THAT WAS VARISPECIFICATIONS ANY R OF FREOQJ IREMIREM OFENTS CONTAINED IN ANY FEDERAL. STATE, OR LOCAL ORDINANCE. TOM OF APEX ZONINS, SUBDIVISION, OR UNIFIED DEVELOPMENT ORDINANCE. THIS SIGNATURE NEEIVCONTRACTOR IS STILL SOLELY RESPON510LE FOR MEETING ALL DOES NOT CONSTITUTE A VARIANCE NFROM ANY REaJIREMB~ITS OF THE ORI61NAlY MPkOVED
THE D,ABLE FXW MENT 5UW I V 1510N OR SITE PLAN C I TED ABOVE, OR ANY FEDERAL, STATE, OR LOCH. CODE, LAS o so 100 ieo
RE~ESITS AT ALL TIMES. APPLICCABLE REQII1 SHEET
BY: DATE SPEC I F I CATION, RUNE, GUI DEL I NE, OR ORDINANCE. IT 15 THE 50. E RESPONS I SI L I TY OF THE OW WOEVELOPER OR ANY OF HIS AGENTS OR CONTRACT PROFESSIONALS TO ENSURE THAT THIS
CONSTRUCTION PLAN MIWT5 ALL THE AFORE 4T I ONED FtIM I fWlWTS.
BY; DATE
DIREGTOR OF PLOW INO
S-16

LOT 3'1 ~ \ ~ J f ` ~ ~ ~ i ~ { ~ DRAKE PAUL i -bb
PIN N0.07ZZA4-a15-6404 ~ ~ 100 ~ i \ ~ '
A1/PRA ~ . ~ _ ~ / Iii ~r ~
~ Z ~ 9 5~ i2EAR S~TBA V / ~ / , I
1 ~ ~ b
~ 1 F UiZI= PURL 1 G
V ice/ ~I~
\ I OOQ, .
" ~ . ~ AVERAGE ~ ,r
~ ~ 1 - - - - I NG ~ - ~FUTU~BC (
/ / ~ ~ 302 ~ _ BU1=FE ~ i ~J / i~ GREEN T ~ ~ ~~/J ~
/ ~ , \
G / .#880 r ? ~ ~
JJNiOR RAY JNILLIAM90N - - ~ ~ / \ ` N J / / / / LIMITED IP V ~ II
PIN N0.O'I~2.04-W3-5301 / ~ / ? ~ / , ~ i / D . 9B0], P6. 3SDS Y I ~
- - ~ ~ OUTLIcT PR _ - g._ ~ X146
3 ~ '3 78' x8' x ~ ~ ~ ? \ RI P ~'9 TS' x3' x9'dI K / / ~ ./~B.M. w~v6 ra.ysrr--~~^~' /r ~ ~
/ / PIN N0~0~3.p9-p92-9646 II I
~ 6 r \ r 0-i ~~o-~ I n ~ - i Ate---- ~ . I - ems. ~ rr~. r~s ~ ~ ~ I
/ ~ / F ~ ~ ~ ? ? \ tiA6 - ^ \ ? ?
SPECIAL TREE~rA /~E^ _ _ ~ Y I I ~ PREA 15~a~/SBORI5T5 ~ ~ ~
\ ~ / ~ r F \ / ~
~ / - I Fes « ~ ~ ~~'t~. ~y~E- V ~ i
/ ~ 1 ?
1 d L~4 ' ~ - "B" BUFFER ~ ` ~ 1 / ! ^I
Y - - ~ ,r ~ l
/ ~ M / ~ ~ r i ? iG7 Z5 / ry` / \ ~ ~ 1
Sp, ~ / / ? ? ~ / rlioMAS I:OL~SN~ / 1 ~
PIN N0.O'IZZ.04-99-9156 \ ~ / v .Q
/ 3~ 1 I ~ ( ~ - ~ 'Y2 ~ a,"-~~~U FREE SA gT ~ V I'
~ / / ~ \ '4
(NEAR AREA ? i ~ L / / / tl I J/ O ~ / r~vger ryR• ~ ~ I ~
OA19 / /
~ ` \ / ~ ~ / i IoN / ~ ~
/ ~ r* I bxl8d ~'8 ~ /
LOT Z4 RI - P~ 3 y~Li ' - ~ I ~ I
ALY50N DOU~il.FS \ r 4 ~ ~ ~ JOHN DOUbLAS ` \
/ ? ~ ~r MARY DOU6LA5 ! . ` - '
PIN N0.0'i?.Z.04-43-9089 ~ ? ~ ~ 1
~ ~ ~
~ ~ i0r ~ - - , . .
MARY JANE RYAN / ~ ~ IN No. o72Z.o4-•~-~o I ~ - 1 ~ I
P , fi . ~ ~ zoN I ~ _ ~ ~ i _ ry
~ / ~ ~ ~ 1
~ ~ ~ i ~ - i3UF s
/ ? 1 1 1 r 1~c
I ~ ~ ~ `
I - ~ ~ - I l ~ I / w / awvr~vr \ \ ~ ~L _ _ J III
a I AcREa / / 33p ? ~ (
/ ~ 1 1 ~ L / ~ i f / _ ~ ~ I I / ~o ~ ~ I ,'338--------- ~ JI f
i07 ZZ, / ~ ~ ~ \ I EILEEN PA7RIGK ~ ~ \ ~ I ~ 1 ~ ~ ~1 V rl i
_ ~ / ~i PIN N0.0't72.04-'iZ 9944 ~ / AI 4 ~
v / / ~ u ~ ~
/ ~ 1 ~
~ ~
/ ' T GI I«39 ~ -'g~ /
\ r z~ / ~ ? \ / / ~ \
~ ~ ~ a e'~'~ ~ / L ~ 01'1 / / ~ \ 1
~ ~ / / \ ? ~ d~ ~ 7 ? \ ~
U ~ ~ > `r / P ~ ~
/ ? Sul / ~ Ty r - / / l ? `c ~ MI FAMILY ~ I Ut-' ~ ` ~ ' ~ ~~LIMITEDIRTTgR3HIP
~ 0 1143A~ ~ ` ~
e~ Z~ ~ /
~P ~ OU PROTEG / ~1 `y / / ~ ~ 1, 1, ~ II t qM. I~%, ~ IT7 ~ ~
a~ IZ~x 'xl8 d '8/ / / ? / RIP PAD G I 43 ' ? i ~ ~ ~ /
1 ~ l r / ~ I ,r' ~ 5~ / I - _ dy ~ / r < r ~ V r
Z ~ ~ ? YI n - ~ - M ~ \ 1 y I ~IIt~ ~I I ~ / ~ 1'I ~ ~
~ ~ j ~ ~ ~ ~ _ ~ / o ~ \
v dr ~ ~ ~ ? ~ ~
r ~ ? ~ 1 ~ r- 1 I
\ v
~ Z ~ ~ ~ ~ G ~ TY,
~ ? ~ Q~
o~ ? \ 1 r ~ ~ /
`^`-J ? I 1 / / ~ ~ ~
1 1 / rr ~ ~ l 'Q~ / / / IL NG / / II
~ ~ 1 I _ _ r' / ,k gyn. 7YPIG ~ ~ - / / S ( I ~ / I II ~
~ # ~ ~ o ~F o~ ~ ~ /
/BUIL 4 ~ ~ ~
~ GI N3 ~ r 1 1 ~ ~ z l = ~ 1 ( I ~ ~ , - ~ ~ J ~C~ ~ ~gO: T~PE ~ ~ N - ~
~ A J ~ I -,p~ ~ ~ G _ ( ~ ~
7J" ~ ~l±K ~ EN WAY
d~ ~ ~ ? ~ G I IM 1 e~• ~ / I I ,a ~ ~ ~
~ I ~ - ~ ~ / J 1 ~ N,G~.~~7~t ID~OOR~S I I
~ I I / OPEN Pll~Y ~ ~ 1 ~ / g{ ~,H~~e r~;/
~ P ~ ~ o~ ~ ~ I ~ ~ _ (
~ YI N~1~4 / ~ ~ \F ~ ~ ~ ~ ~ 7 ~
/ / _ I~ N I ~a / / `
t It I f
P -IZZ / ~ I No. o -J 1`' ~ pIN ~ r / 1 ~ i i f~
~ 20,,0
/ J ` Jam/ i ~.-L-~ I J / ~T7 / ~I , ~
i ~ \ T ~ v ~ 1 ~ ~ ~ i
~ r I ~ / ~ ~
wry ! ~ ~ / ~cl.u ~ ~ / I NI _ ~ / ~ ~ ~ / ~
JO'fG~ G, ADAM5 ~ N ~ ~ ~ +HOU ~ J n.a. bale, Ps. ses s 1 ~ / ~ ~ / /'~aaa i. ~
~ ~ l Ill. 13.M. Igg1,'P6. bb5 \ ~ \ 'S~ I ~ i ~ / ~ i / / yp ~
~ 1 ~ ~ /i
a r J ~ 3 / ~ I ~ / ~ / 5~ ~ i
~ i ~ \ ~ BL.DG. ~ BLDG. / ~ i
~ ~ ~ T ~ ~ 3 / ~ / ~i T /
~8. ~ 18 ka ur1 ~ ~ ~ ~ ~ / ~ tl ~ - ~ •
/ ~ 0 ~ ~ / / ~ i
3 ~I ~ a ~ ~ ~
o. ~s ~
~ ~ ~ \
~ i i i N•'t22,41Z.961 I
~ ~ I6 11 r ~ ~ ~J~G ~i
~ \ I6 ~ I 1 t / 1 l~ ~
1 ~ ~ ~ / \ b0 ~ G ~ ~G i
~ ~ ~ ~ / ~ ~i ~ ~ ~ i~
\ 't ~ ~l
L ~ ~1 ? / i ~ / i~
1 ~ ~
~ ~ ~ ~ / ~ ~ ~ / / ~ i
~ / / ~ .y
/ ~ ~ ~ ~

1 4
i ~ V yr G- ~ ~ ~ ~ ,
~ \
i
~ ~
i'
/ ~ ~ ,i ~ ~
5 r
~ ~ i~ N ~ ~ m
/ ~ z ~ ~ D
/ ~ ' .yi D f-+
r ~i ~i ~ m l) W a ~
i~ i~ > C N
~ .r • ~i ri J
~i i ~ ~
~ / / /
• / / ~
~
/ Q ~ / /
0
~ ~ ~ / / / /
~ /i SUILE I " = Sd
~ rr''' ~ i ~ ~ ~ ~

_ _ _

KELLY ROAD, LLC
D.B. 7679, PG. 75 PIN N0. 0722.04-93-5730 I
I I ~ II
I (II I
/ i I II I
~ Ip I I
,1 I P /i / I
r/ I I I II
I j I i ~I I
r ~ ABBINGTON COMMUNITY ASSOCIATION, INC. ~ I I L51 / L56 / ~ I I
~ ~ COMMON OPEN SPACE PRIVA ~ ~ ~ , I
D.B. 8757, PG. 1763 i PART OF TRACT 2 - ~L L / l l ~ l I
B.M. 1995, PG. 1461 1 / I I I / 1 III 1 1 / ~I I 3
PIN N0, 0722.04-83-8762 n~\ / ' / ~ II i ~
o / , ~ I I ~
LOT 37 \ 1 / / ~ ~ r ~ ? I / , II ?
DRAKE PAUL ~ 1 WETLAND EA _.~6Z 0.113 AC S ~ - / ~ ~I I
PIN N0. 0722.04-93-6404 GO' / ~ \ -J ~ / n AG ~ ~ ~ ~ I I / /I I
ENCROAC ENT 1 i ~ ~ i i I / / ~ I? I
ARE SCALE: 1 =40 5 REAR SETBACK 2 1/ ~ ~ r / /
~ ~ i _ - F URE PUBLIC ii~' EX. EVE>vING ~ I I I / ~ / ~ f
R DRIVE K ~ ~ ~ GREENWA Epl-T_ , ~ v STA ~ ~ ~ ~ - ~ ~ / / / / ~ ? I
(5D RAW) ~ V / - - J / / / / N ? I
B. 1997, PG. 1906 ~ / / 100, / / / / ~ ~ ~ I I
OOF- AVERAGE ~ ~ x ~_J
/ ~ 6~ ~ / 0 - - - NING ~ 3 3 ~ ~ FUTURE PUBL~ i
E / ~ \ Z0~ ~ oP - BUFFERS \ / ~ ~ GREENWAY GCSE NT ~ ~ 1 0' ~ ~ ' ~ ~ ~ ~ I I I
2 - _ ~ ~ ~ E310-RETETEI~•TI , 9C, ~ ~ ~ \ / \ ~ AREA # ~ ~ - ~ ~ 1 / AGE ~ ~ - _ ~ ? ?
/ _1850 S r t ZONING Z0~ ~ ~i r ~ I ? ~ ~ BUFFER ~ FUO~ ~ ~ / I
LOT 36 ~ JUNIOR RAY WILLIAMSON ~ ~ , ~ / _9 ~ ` ~ ~ ~ m v o. ~ R• i I MI 1-AM1 Yi ~ I ~ ~ ~ / LLER S / / / LIMITED ARTF(ERSHIA V II
PIN N0. 0722.04-93-5301 ) ~ 7 0 / ` ~ ~ W ~i / / ' 80 D.. 880 P .2585 Y I
_ - % ~ ~ OUTLET PR N 20' ORAI AGE EASEMENT 6 ~ 0~~ \ \ #46 ~ 5'x5'x9" 'A / ~ - ~ ~ ~ N / / i' ' / / TRACT G I I / ~ I 1 ~A ~ ~ ~ ~ - ~ , ~ B.M. 1996. PG. ~13T - J ~ I
B.M. 1997, 906 M 0 ~ \ ~ ~Z ~ ~ ~ \ RIP=R,~P PA's F B.M. 19 ,'~G. 173 ~ 1 I
6 0 ~ ( PIN N0. 703- -1 T TI - - ~ ~ ~ ~ /0 2• 032 646 ~ ~ I
~ ~ ~ / \ \ F 7 Sf 7 $f ~ 0 ~ ~ ~ SPECIAL TREE SA ' ~ - I
RAGE 61 \ ZONING _ ~ \ \ ` \ ll I ~ i AREA ($EF,,AR ORISTS
/ ~ -b1 \ ~ / - - ~ / \ \ ~ \ J 5, ~ of 6 2 REP OR TREE ~ I I I / I i ~ , - - ~ OTECTION MEASURE~,~ _ - I I
/ ~ / ~ / ~ _ ~ _ r ~ I
R~Q A ~ f~ 6 ~ 0. 2 RRIVAI / / IMP TED W ANp~ \ I ~ ~ 2' RRIVATE I - 1/ I I
' A A 0.046 C S ~ V~` A ` GGESS~ ~ ~ / - V / C ES ~ ~ ~ I r w ~ , _ _ 15''TYPE I r ~ 4 w B BUFFER ~
~ ~ / - - / rr / i v I
LOT 25 "'a \ \ \ ~ 0 R/ \ \ E AND A / \ / ~ w \ ~ ~ Q I ~ ~ ~ ~ ~ _ I I
THOMAS E. ROESNER S~, ~ / v ~ yD~ v ` 00 ACRES / I PIN N0. 072 .04-93-3156 ~ \ 2 I / ~ I I I ~ i Q I
Fy ~ I~ c ~ 4 / ~ A ~ \ 1 0 I w - 0 4 _ / - - W ~ ~ ~ - -SOCIAL TREE SAVE I
4 L AREA (SEE ARB~O~tI&~5,. I I I - w I ' REPORT FO FREE ~ ~ ~ I 1 ~ I
/ ~ / ~ 0 LINEAR WETL D AREA / ` / / ~ ~ J / I ~ PROTE=C?(ON MEASURES) ~ ~ ~ ~ ~ I
0.013 RES ~ ~ OUTLET PROT I ~ , / ~ ~R T P ION ~ /I ~Y 1 I I
\ / \ 9'x12'x9"d LASS / ~ ET PR TEC I / 7 / 3J5 x5 -A ¢ w I~ _ Iv I Q ~ - ~ I
1 ' 'x18"d LA 'B' ~ ~ ~ / \ ~ 1~IP-RAP ~ "RIP-RAP P ! ~ / i l l F \ a S 1/ I > ~ / I ~ y ~ ~l• i t _ ~ II
LOT 24 ~ P P F b ~ \ ,~0 # ALYSON DOUGLAS ~ L ~ \ \ % 1 \ \ U P TEC ON EC ON I z / ti
JOHN DOUGLAS 1 ` 9'x xl CL S 'E MARY DOUGLAS _ 1 ~ ~ / \ ` 36 \ RIP D xi CL S '8' 2 ~W / ~ / ~ ~ I / 'C'ONNECTION - - U D / / _ - ~ N
PIN N0. 0722.04-93 3099 1 9 I ti ~ ~0'~ACCESS EASEMENT LINE / i ~ - ~I / I
l / v /
Q 1 ~ 1 \ TI 1 \ LOT 23 ~ w \ \ \ ~ - ,0 r TLET TEC / / / . x5' 8d A I
MA Y JANE RYAN G/ 0 o ~ \ / ~ G 4 i R 100' I / A i - _ Q \ \ , RIP- RIP- r - - - / _ _ I I
PIN N0. 0722.04-93-3090 C ~ \ 1 ~ q \ ONIN , T ~ d Q ~ ~ 3rd
~ -I~ r \ \ ~ +v UFF ~F \ ~ N I ? ~ ~ I ~ ' ~ 60' ACCESS EASEMENT LINE ~ n
\1 I ARE 2A / ~ I r ~ ~ -B.M~ 002, PG. 785 / ~ ~ I ? A LA D AR ~ ~ ~
N ~ ~ ~ \ .0 1 ES / ~ ~ / ~ ~ ASPHALT ~ ~ / ~ I
\ ~ v Q I J \ Z~ \0 2 Q - ~ 9 DRIVEWAY J~. - - I I I I
a / ~ I ~ _ v ~ 1 26 TLAND AREA / I v ~ ~ - v ~ ~ I ~ CI 1 ~ / -9~~'- - - - I I M
0. 1 ACRES ~ / / 4 1~ \ ~ I / ~ \ ~ ~ G~ ~ TL EA I ~ f ? 1
~ 2 - - \ , AEA
\ • . ~ \ \ IMPA T D THE LOT 22 \ ~ \ ~ 9 FEET 'A f w I GRAVEL I 'I h II - ~ I AREA I
\ ~ ~ 19 ~ EILEEN PATRICK \ ~ REA PIN N0. 0722.04-92-3944 \ \ / / H C AI SOIL KPILE A ~ i I ~ U , 3 I o~ M C I I
1 g v ~ I , I 1 1 ~ 1 I I I - 4- ~ I I 1 ~ _ G
\ I ~ l , I 27 ~ I H -I 28, BL ~ 9 \ 3 0 ti~ 3 ~ I I w I I z~~ I
T P CI 3 S - \ \ , ,g\ i \ I, 3 i I I oti I ~ , ~ ~ I ~
ADA q Y 7 / 9 \ I
16 t1N ~ .92 / / / \ \ ~ \ ~ 0~ t~~ 24q ~ \ ~ / \ ~ / 1 4 I 1 ~ I 1 • ~ B.~.I I ?
~E D. W I ~ ~ ~N N / v ~ / 7 ~ ~ s ~ ~ 5 i III I 9
P ~ \ w V / \ > 021' \ ~i - - ~ ~ ~ \ - / r ~ ~ - t ~ -
O '~1 / I NITS ~ \ \ 1 ~ / ~ n MILL RFAMILY / I I 1 ~ rn LIMITED ARTNERSHIP ' I
5 925 0 \ fES /#43A ~ \ \ 9s - \ 1 \N ~ 9 ~ ~ / ~ 74.54 N I D.B. 802 P. ~ 1 I 1 1 1 1 c 2585 i I 1 4 I TRACT 4 ~
,1 ~1 P~ ~20q~ w u1 V ~ Z~ ~ ~ - ~oL~1P~' o~ OUP PROTECTIO / ~ ~ 1 I w .M. 1996, G. 1777 ~ I I
No / 12'x 18"d CLASS 'E3~ / PAN \ I i' ` I ~ - ' - i 1 1 ~ _ .M. 199 , PG. 173 I - - A ~ PIN N0. 07 .03-02-7646 / I I
RIP PAD ~ I N I ~ ~ - ~ i / I ~ II I 1 ~ III
q6 1 ~ / SSE ~ ~ H c ~ ~ ~ 30' I I ~ - - - ~ I #1B I~ o I / III ? I _ # ~ I N 1 III I
9 g2 ~ \ ~ ENT YI ~ I~ ~ I I I ~ 1 w I o l
~6 Rp0 oq, ~ 1 ~ ~ ~ o~ P (~•0~22 \ \ ~ . ~ ~ . ~ I ? I I / / / o~ Y ~Q 1
e~~ \ ` \ / / / ~ , I I I I I ~ I Ilool I ~ ~Q
\ ~ l ~ I 0 1 ~ III of ~I 1 1 A I 1 I I~ I
~ P~ ~g2 v ~ l \ T - - -dURIS L ~ ~ I J 1 1 I 1 0l
q ~ \ YP ~ ~I' I ~ 5 4. o \ ~ I nA 1 ` ~ w w `N~ 1 1 ? Y I-I 1 r ~ 9 .083 AC II
o~ 1 APO 122' \ \ \ 1 r ~ 9 .083 tigNO. \ ~ 1 ~ / ~ 1 / ~ BL 1 I U ~ / ~ I ~ I of
~o~N N / / ~ ~ >a ° ~ ° / i - S ~ ` CONCRE ~ ~ ~ wI
~ ~E5.~66 v v / U1L01 1 ~ / / / ~ / / o 0 / ~ ~ POOL I = 01
a~G q~g2 \ - - \ I ~ I / ~q p TYPE! 3 C ~ / " I M I o ~I o. ~ I ~ J
t E 22 TILI ~ y I o 1 \ Y ~ 1 I IZmI
p~N 's\ 0 ~ \ R\ ' , I ~ ~ /BUILD 1 1 ~ I ' ~-I O
ZO I / _ ~ 1 I E 1 ~ - ~ ~ ~ O'TY~E ~ ~i. I » ~
1,~ 692 BU FE ~ CRE CA gE ,3 1 ~i 8 EK GL N - CA ~ = C 2 ~ \ „BUFFER IUOI ~ 1 1 I I \ I ~ GR~VEL Z YI ~ DRI WAY 1 1 n
~ cP~'P q-92 ~ ~ WAY I I \ p1 M 2• ~ I ~ 2 ~ ~ 1 J I ~ I I
ZERO O, 01 \ \ ~ b \ CI # / I N \ \ 1 ~ \ .N \ ~ ~ ~ I N.C.G.S. "JU CTIO I / tie I
v / v I~ ~ I I ~ ~ ~ I NAD 3
6 / I ! t 12 HpSE ,92,852 / ~ ~ ~ ~ ~ ~ # 0 BU1L I I N.C. RID C ORD . ~ / N 727, 1.44 J
LO L p. C 2pA \ ~ / ~ ~ 0 12 \ \ E 1 PP NO~o \ r 4 \ I I I I Y / OPEN PLAY ~ ~ - E 2,036~{839.~68 ~ /
p1N ~ - \ YI / ~ / / d (I I ' ~ ~ /
~ ,c / ~ ~ ~ , _ IL91 G` 1 I ~ I 1 ~ ~ 4~ / / / ~ I ~ o~ a ~ l ~
/ / ` ~'XPE \ w ~ ror J ~ I / / ~ ~ ~ /
LOT 11 DER50 r - 1 ~ I , M. AN -8541 / I I \ \ \ U P OL PA'~ICK 2.p4_92 ~ ~ / 1 ~ I I / ~ ! P OL / 1 / / - - / ti o~~ ~ ~ ~ ' /
PIN N0. 072 \ \ / ` \ - / LDG ! LDG g~ ,loR~ I / l ~ ~ ~ ~ 1X' , r I
' ~ 0' TYPE \ ! l / ~ ~ i i J /
N ~9, , g F ( I f/ ~ ~P~OL szr~" w -,cFi? \ I II ~ ~ T ' a / ~ I
44S.y1 , U f I i ~ ' \~E / i '9 / / ~
I ~ \ / Lor 3 ~ \ \ ICLU / ~ I / / ~ ~ ~0 ~ i ~r l / - / e r
JOYCE C. ADAMS ~ M \ IM I I ~ ti ~ , /9g9 0 1 0, ~ f
D.B. 6818, PG. 832 ~n 1 \ 1 / I I L B.M. 1997, PG. 665 \ \ 1 ~ ~ \H ~ / ~ ~,ati ~ / ~ r- ~
PIN N0. 0722.04-92-7235 ~ \ 1 ~ / G 1 /i / ~ / \ ~
\ ` 1 \ / ~ \ BLDG,
\ TY
Ij j30 ' / i
0 S~, bti G 0
N.C. GRID COORDS. 3 3
0 N 722,412.361 E=2,030,676.408
1
o
15, 15
\ ~ g1 y ~ i ~ Vv Pi 0 OF i /
,x EOP 6
/ -CGS l9/
-w ~'sr , J r( / /