20041329 Ver 1_COMPLETE FILE_20040913

A
A 70LA.
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 4, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Centex Homes
Attn: Grey Methven
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Stone Creek Village
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Mr. Methven:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1329
Wake County
Q?c??oeP= d
FEB 2 3 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
On October 4, 2004, the Division of Water Quality (DWQ) issued your Water Quality Certification to
construct the proposed subdivision. Within the Water Quality Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction
and post construction. Therefore, if you have begun construction on your subdivision, you are required to
notify this office in writing by November 18, 2004. 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 Deborah Edwards at (919)
733-9502 if you have any questions regarding this matter.
Sincerely,
r?
A
Cyndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Todd Preuninger-S&EC
DWQ Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/newetlands AwU11191iff
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
To Whom It May Concern:
This letter is notification that construction began on the subject property of Stone Creek
Village on February 10, 2005. This notification is in reference to the requirement set
forth by 15ANCAC 2H.0507(c) in the DWQ Express Review Program. Thank you for
your time, and please notify Centex Homes c/o Morgan Bryan upon receipt of this letter.
Thank you,
Morgan Bryn
919-534-1666
[e-mail]
L
FEB 2 3 2005
DENR - WATER
S QUALITY
AND STowiIA NRWH

0? W ATF9QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 4, 2004
Centex Homes
Attn: Grey Methven
2301 Sugar Bush Road, Suite 400
Raleigh, North Carolina 27612
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 04-1329
Wake County
Subject Property: Stone Creek Village
UT to Turkey Creek [03-04-02, 27-33-2, C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS
EXPRESS REVIEW PROGRAM
Dear Mr. Methven:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact .246 acres of wetlands for the purpose of the flooding of a
pond at the subject property, as described within your appp?lication dated and received on
September 13, 2004 and all additional information received on October 4, 2004. After reviewing
your application, we have decided that the impacts are cov6red by the N.C. Division of Water
Quality (DWQ) 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.
Conditions:
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:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
one
N Carolina
Arra!!y
Centex Homes
Page 2 of 3
10/4/04
Amount Approved
Units Plan Location or Reference
404 Wetlands .246 acres S-5
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow
pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in\wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Precqnstruction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project.
5. 5. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as
identified within 15A NCAC 2B .0233(5).
6. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized
Operation and Maintenance Agreement) dated September 13, 2004 and October 4, 2004
must be implemented and the stormwater management facilities shall be constructed and
operational before any permanent building is occupied at the subject site. The structural
stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
DWQ understands that the 100-foot conservation easement (dedicated from level spreader
to stream) depicted on the plans shall be maintained as forested buffer in perpetuity. These
plans were submitted on October 4, 2004, the final plans should be signed by the engineer
and submitted to this office no later than October 31, 2004.
Centex Homes
Page 3 of 3
10/4/04
7. 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.
8. 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.
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 §tatutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-714. 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
Debbie Edwards at 919-733-9502.
Sincerely,
Alan W. Klimek, P.E.
d1111 AW K/dae

Attachments: Certificate of Completion
GC 3402
Cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central File
Travis Morehead-Town of Cary
Filename: 041329StoneCreekVillage(Wake)EXP+401
PIMA
A"Tia?
F4CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 4, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Centex Homes
Attn: Grey Methven
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Stone Creek Village
EXPRESS REVIEW PROGRAM NOTIFICATION
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1329
Wake County
Dear Mr. Methven:
On October 4, 2004, the Division of Water Quality (DWQ) issuec,Iyour Water Quality Certification to
construct the proposed subdivision. Within the Water Quality Certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction
and post construction. Therefore, if you have begun construction on your subdivision, you are required to
notify this office in writing by November 18, 2004. If you do not notify this office in writing and
construction has started, you are in violation of the Water Quality Certification Rules as required by 15A
NCAC 21-1.0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water
Quality Certifications issued within the Express Review Program. Please call Deborah Edwards at (919)
733-9502 if you have any questions regarding this matter.
Sincerely,
A
9% Cyndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Todd Preuninger-S&EC
DWQ Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NOrthCarOhna
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.ne.us/newetlands Nahmally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
ELAM TODD d'AMBROSI
URBAN PLANNING / LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING/ LAND USE CONSULTING
LETTER OF TRANSMITTAL
WQ 10-05-04
?? 5 2!4ebbie 04 Edwards DATE:
yEj Wa -WATERrTM ETd PROJECT
?,src;fy,nl`J; NAME
Matthew Roper ETd PROJECT
FROM: NUMBER
CC:
RE: DWQ EXP No. 04-1329
Stone Creek Village
2307004
TRANSMITTED VIA:
D OVERNIGHT ® MAIL ® DELIVERY ® PICK UP
TRANSMITTED FOR YOUR
D APPROVAL ® INFORMATION ® USE © REVIEW
Attachments:
Number of
originals Number of
sets/copies Item Des cription Date of
Document
1 Drainage and Erosion Control Plan 10-05-04

COMMENTS/NOTES
2601WESTON PARKWAY-SUITE 203 • CARY, NORTH CAROLINA • 27513 USA
(OFFICE) 1.919.678.1071 • (FAX) 1 .91 9.6 7 8. 1 2 9 0
(EMAIL) [e-mail]
®'
C E IWR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Midmel F. Easley, Governs William G. Rose, Jr., Secretary
Alan W. Klimek, P.E., Diredor
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, VC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contactlnrormation: Phone: [phone]
Pax 919-733-6893
Fax To: Grey Methven Fax#: [phone]
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date: 1014/04
Number of pages including cover sheet: 4
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
10, Kim 8 ee o...I.
2020 Crlbwte kvd, S.6 2rram??trASreerassa '
tr,cae97 1786 Fsao,1aom,cacwesrsot -.cite ilC 01
P a
hme. B1&799-1786/ FM 61&7334M8873 1NIMtitlmnJm2aemnWencaxm,.mu70nds ?tural?
M E7W 4WWnh:Almaa'e A E"VIQW-50%RKyd MO%Pod pmt P487
"'t1?ZSIYISNEIIiS ZNHKfID Q 11451051U 90 HJKd SS2aa
x0 : szzns3x
WOE : SCION
e,£5 r00 : aril assdvza
ZZ:ST VO-100 : aril IWIS
V/v SaDVd
L9fii69i786 : HN0Hc1
£689££L6T6 ZaZ
sQNEiaism-6ma HKVN
£z:9T NOW VOOZ-V-100 BZKQ
NOIRMN00 ONIMS
PIMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Meal F. Easley, Governor William & Ross, Jr., Secretary
Alan W. Kimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wedandsl401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 276042260
MAHng Address: . 1650 Mail Service Center
Raleigh, NC 27699-1650
contact lmformanon: Phone it: 919-733-0203
Fax 6: 919-733-6893
Fax To: Grey Methven Pax #: 919-571-8346
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date: 10/4104
Number of pages including cover sheet: 4
Nato or special Instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
J01 WdY.r1a CeMiw9cvl Un9
1950 Ma19EN61000ma3r, ealdam, NOM Cardin 2J0%•1890 ?e Caro ria
zee, crahaaoeam,sdrzsm,twabn.xmmcvae. z'+eoe
Fhcw 91bi334W FAX 919 rJH5931 ift h.,m,?turn ?l'
Am EWdeppcNM,lylPlamm6've Aukn Fm9elor-50%Regrkdl0% P%le-w Pays
• • •GaJJZWSNVHz 11Mf1OW scaaax 30 a5Vd ISUI3
HO
LdD?
,,SZ,TO
6T:ST i70-100
9b£8TLS6
Ssrinssx
HGON
51KIs GaSdVrM
HKIZ LEVIS
SHOVd
SNOHd
£689££L6T6 1181
SaNVgJ,ZM- 5MG SKVN
TZ:ST NOW V00Z-V-ZDO 511KG
NOIZ MANOO DNIHS
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 #
Fax #:
919-733-0203
919-733-6893
Fax To: Grey Methven
Todd Preuninger
Subject: Stone Creek Village
Number of pages including cover sheet: 4
Notes or special instructions:
Fax #: [phone]
919-846-9467
Date: 10/4/04
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 NorthCarohna
Phone: [phone]/ FAX [phone]/ Internet: htt-o://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Naturally
MEMORANDUM
11
TO: John Dorney Regional Contact: Michael Horan
Non-Discharge Branch WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Stone Creek V
Project Number 04 1329
Recvd From APP
Received Date 9/13/04
Project Type subdivision
c/o Centex Homes
Recvd By Region
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 F__ PT @N F 27-33-2 F C NSW 30,402. F- ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 354726 Longitude (ddmmss) 785118
Comments:
Looks like Pond "is" being used for Storm-water. Application says not. but that is not what the
plans show. Put On-Hold to request info, about the pond. Where is there stormwater gonna?
(Michael Horan 9/22/04)
r
cc: Regional Office
Central Office Page Number 1
imap://debbie. edwards%40dwq. [e-mail]:143/...

Subject: FW: Stone Creek Village (04-1329)
From: "Matt Roper" <[e-mail]>
Date: Mon, 4 Oct 2004 08:09:49 -0400
To: <[e-mail]>, <[e-mail]>
I'm not sure if this got through on Friday or not. This morning I got a
message from my email server indicating that there was a problem
transmitting this message. If you got it OK on Friday, then disregard;
otherwise, see below.
-----Original Message-----
From: Matt Roper [mailto:[e-mail]]
Sent: Friday, October 01, 2004 12:06 PM
To: '[e-mail]'; '[e-mail]'
Cc: '[e-mail]'
Subject: Stone Creek Village (04-1329)
Attached are the revisions we discussed on the phone this week. The inflow
to the wet detention basin BMP is now all conveyed through the forebay to
prevent short-circuiting. The level spreader is fully contained within a
-20' drainage easement and the discharge is now directed to the spreader. A
100' conservation easement has been provided through the buffer along the
direction of flow to the stream.
Attached are two letter-size Adobe files depicting the revisions. Please
let me know if these are acceptable to address the comments. If you require
additional information, please call me at 678-1071 to discuss. If the
revisions are sufficient, we can provide full size drawings in any format
you prefer.
Matthew Roper, P.E.
ETd
9C?@0D
O C T 0 4 2004
DENR - WATER QUALITY
tiNETLANDS AND STORMWATER BRANCH
1 of 1 10/4/2004 3:26 PM

// / ?'" - - - _ ? °^-... _~"` -----------------?- /--- 'r, +? /,i+
? fv ? ?_ V- ?1 ,,,vim ..,,? ?,.+?+ """" °...?? -?? ??? ? ?? ?? .,?? .,?,? ?? - / r? / / / / r .-_
?.?... may, "rw... „?` ?' 1 "? ? „ //r 1..?r_-?- -? ?"'?= ?Ir. ? - \ ?\

S/r '?
/

POND tt 12, 3,00 5F
NORMAL--MTER
-SU?FAGE AREA.. _ _ _ _ .-- -
\? \?\ \
K \ \
I \\
t P=RAP
SPILLWA
\ _RI P-RAP---
DISSIPATOR
-- ---

ELAM, TODD, d'ANMROSI
MtRANPIANNM*LANDSCAPSA4L?I4C =
CI9rt.@i?n4G*LAIDMO0NSOL70?f0
2601 WESTON PARKWAY/SUITS 203
CARY. NORTH CAROLINA 27513 USA
(OFFICE) 919.678.1071
(FAX) 919.678.1290
(EMAIL) [e-mail]
PA1b
\ \ 4
0 50 100 150
D ??u
SCALE: 1 " =50
OCT ® 4 2004
_ _ 2235 '?
\ \\ 3? ?s27 _
\
STONE Gi EK V ?Ej A A R pRMCH
GARY, WAM COUNTY, N? CAROLINA
??G I .?- GB-b\-\KH)

Ax1Y ?'
110
_ Axf?
? isJ_g0
33 ?

1 63
' 162
I - s
161
--
_ " ,/
?i
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - ---" ® " r
- - - - - - - - - - - - - - - --
-00
-----.-.------ - - --" .r - w.,""?. y._.\ \ \ ?,? rr ."•? ?• .?'•? y.?'•l
- - - - - - - - - - - - - - - - -
\DI`§51 \ #v yyy--
ES d0,,'w)zt cOI4stRVo>
FEASSMENT tfiD I.C TED-FRO,M
LEVEL EADER T?'STI
r r
--?-?I LT?FNG??? SP?Ry
1 \ RI SPILLWAY
1551 PRTOR #4 -------_-?
iC
----------------- - ? r ------ BY C
OF TH
- - - -- CATG„ H -ITT R 7 RISER I LOUP- 7 (KH) _ - ---BAS I N #5 S TJ-E -TO- -GB-5)
_
o so iso
ELAM, TODD, d'AIvIDROSI !ALE• I
IIllBANrLAtilil 01ANDW,A ItARCUM M ® 20 "
CMM4OQ79RQ 6LAMUUCON8M7M
2601 WESTON PAP"AY / SU= 203 O
GARY, NORTH C&ROUNA 27513 USA STONE GREEK V " GH
(FAX) 919.678 8.1.1290071 71
(FAX) 919.678.1290 CAR 1 , WAKE ?./W NTY, N [j YD?? I NA
(EMAIL) [e-mail] `//?1?•tj?u!
RMA
FqCDENR
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: Matt Roper Fax #: [phone]
Subject: Stone Creek Village letter, dated 9/16/04 Date: 9/29/04
Number of pages including cover sheet: 3
Notes or special instructions:
Matt,
Additional Information #2 is incorrect, we need a maintenance easement around the level spreader, not
conservation easement, sorry for the confusion. If you have questions please call Debbie Edwards at 919-733-
9502 or Cynthia Van Der Wiele at 715-3473.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enT.state.nc.us/newetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarohna
Amorally
A 0
Glollv
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
September 16, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Centex Homes
Attn: Grey Methven
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1329
Wake County
Subject Property: Stone Creek Village
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Methven:
On September 13, 2004, the Division of Water Quality (DWQ) received your application dated
September 10, 2004 to impact .246 acres of wetlands to construct the proposed Stone Creek
Village Subdivision. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected 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 2B .0233(8) 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:
1. You have proposed to treat the stormwater on your project with a wet detention basin. This
project is located within waters that are classified as Nutrient Sensitive Waters (NSW).
According to Certification 3402, condition 4, paragraph 2:
Additionally, 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 water-s
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httg://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturallff
Centex Homes:
Page 2 of 2
9/16/04
(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 plan is required.
Therefore, you are required to have a forested filter strip in addition to your wet detention pond
or replace the wet detention pond with an extended detention wetland. Please show on your
plans the location of your forested filter strip and a protective easement around this forested
filter strip to ensure the protection of this area. In addition, this map needs to show the state
regulated buffers from the top of bank of the subject stream north of your project area.
2. Please make sure your level spreader is parallel to the riparian buffers. In addition, a
conservation easement needs to be placed around this level spreader for future maintenance
issues.
Please respond within three 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.
This letter only addresses the application review and does ndt authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Debbie Edwards at [phone] if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
J a-WQ.
JRD/dae
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041329StoneCreekVillage(Wake)EXP+hold
°_
Centex Homes:
Page 2 of 2
9/16/04
(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 plan is required.
Therefore, you are required to have a forested filter strip in addition to your wet detention pond
or replace the wet detention pond with an extended detention wetland. Please show on your
plans the location of your forested filter strip and a protective easement around this forested
filter strip to ensure the protection of this area. In addition, this map needs to show the state
regulated buffers from the top of bank of the subject stream north of your project area.
2. Please make sure your level spreader is parallel to the riparian buffers. In addition, a
conservation easement needs to be placed around this level spreader for future maintenance
issues.
Please respond within three 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, later Quality Certification Program.
This letter only addresses the application review and does dt authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Debbie Edwards at [phone] if
you have any questions regarding or would like to set up a. meeting to discuss this matter.
Sincerely,
J a-WQ.
JRD/dae
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041329StoneCreekVillage(Wake)EXP+hold
Soil & Environmental Consultants, PA
11.010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To:
x
We Transmit to you Herewith:
a Drawings
? Specifications
? Brochures or photos
Correspondence
? As per your request
Transmittal
Project #:Date: as
Project Name:
??rw•zcti? t?vwwh ?S '-('?
File:
-S For your information and files
RL For comment or approval
? Returned for correction, resubmit
? Approved as noted
Under Separate Cover:
? By mail
? By courier
? • By express
No. Copies Document No. Date Description

6 So
j 'D.-- -Zs

SEP 2 2 Z004-'
WATER QUALITY SEC-TJOIq
Remarks:
i O..v..._ P ra w? ? J.p? i,? GU?a 1r>`. i`.. ; ??.?f"a?` V?"CZ.?.+? ?i c?. ..1... ? p'C, `1!?+` \ tea. v ?? i L.SL Gt..s
If enclosures. are not as listed as above, kindly notify us at once.
By:

Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Greensboro ice:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone:; [phone]
P- M6)'540-R235
WETLANDS 14010ROUP
SEP 2 2 2004
WATER QUALITY SECTION
Stream Buffers
Stream buffers shall be undisturbed land areas reserved adjacent to streams to protect
water quality. No grading is affowed within the stream buffer except for street crossings,
allowed pedestrian paf} s, utilities and stormwater devices where permitted within the
Towns Stormwater Ordinances Plan for New Development. Lotting is not permitted in
stream buffers.
Undisturbed Buffers
Undisturbed buffers are excluded from the development parcel and will be owned and
maintained by the appropriate owners association. These areas will remain undisturbed
except as required for the construction of streets, pathways, utilities and water quality
devices. Disturbed areas shall be re-vegetated according to Town of Cary C buffer
requirements. Lotting is not permitted in undisturbed buffers. In order to promote
healthy vegetation within undisturbed buffers, underbrush and trees (less than 5" caliper
in diameter for larger trees and less than 2" caliper for understory trees) may be
trimmed or removed. Tree surveys in undisturbed buffers will not be required provided
tree protection measures are in place prior to land disturbance.
Storm Water Management
LLaSdtodressed m water management is a critical component of the development and is being
in a comprehensive manner. The 19.67-acre linear park provides
rtunities to locate storm water devices and ponds and also provides significant
al ar _a for filtering rm Storm water management devices and ponds will,
e extend possible, be incorporated into the natural landscape of the park.
The construction of the storm water management devices will take place in two phases.
Phase I includes all the devices that serve M-1 through M-6 tracts. These devices will
be constructed prior to the first certificate of occupancy (CO) for any one of the M-1
through M-6 tracts. Phase II includes the stormwater management device that serves
R-1 and M-7. This device will be constructed prior to the first CO for either R-1 or M-7.
The Preliminary Storm Water Management Plan: Neuse Nitrogen Loading and
Detention Design has been prepared, the introduction and methodology are included in
this document and the entire report with calculations also made a part of this submittal.
The PUD proposes a 23% net reduction in peak flows in the stream to the rear of
Riggsbee Farms PUD and the Riggsbee Farms Subdivision designed to the 25-year
storm level. The Town of Cary requirement is 1 year.
OPEN SPACE, BUFFER AND STREETSCAPE CONCEPTS
Open Space
The open space requirement for the Riggsbee Farms PUD is 4.94 acres. Open space
provided within the PUD is 19.67 acres and shall be designated as a linear park.
Streetscape
Streetscape is an area located along a street to provide special plantings, community
identity or other landscape treatments. The provision of streetscapes along public right-
of-ways is not to obscure development. The purpose is to provide a transition area,
establish an image for the development and reinforce the character of the project. In
order to create a pedestrian oriented development in the mixed-use area along Davis
Drive and High House Road, Riggsbee Farms proposes to reduce the required
minimum streetyard from thirty-feet (30) to twenty (20) feet. Shade trees and/or
flowering trees shall be planted at the rate of 10 caliper inches per one hundred linear
feet of street frontage. Landscape elements and shrubs shall be used to define the
streetscape area and diminish parking areas. In the R=1 tract a twenty-foot streetscape
will be provided with the same planting requirements as above. However, if the rear of
residential units face High House Road a thirty-foot (30) streetscape will be provided
and will be planted at the rate of 14 caliper inches per 100 linear feet. Along the
proposed new private street no minimum streetyard shall be proposed; however, street
trees shall be planted at the rate of 6 caliper inches per 100 linear feet.
Special Areas .
Several special areas of open space or public space will be created to provide scenic
and useable open spaces for the residents and users of the area.
• Linear Park - A linear park north of the proposed new private street will be
provided. This area is approximately 19.67 areas and will be substantially
maintained in its natural state with trees and meadows and may contain
pathways.
• Water feature at Linear Park - A water feature and storm water management
pond will be provided at the traffic circle in the linear park. This area will be a
focal point and provide pathways and seating areas.
• Pond at Davis Road Entrance - A natural area will be combined with a storm
water management pond at the entrance from Davis Drive. This area will be
planted with natural vegetation in keeping with the existing wetlands and natural
features.
• Intersection of Davis Drive and High House Road - A public open space will be
provided generally at the intersection of Davis Drive and High House Road. This
space will feature a gathering area and architectural elements that relate to the
cluster of buildings at this important corner.
Y::>ropclc\PHrpCEtAYmtraba\LS :!-'J3?40NClno A4.y. 05/2J/2J J L1.0-6 +V. R Tpry
b
?x

O ?
?m
own
x
mrm?
a
rn N
3w
s
A
r
.Eaay `uaRr4 x hsya:: 0.'Ci ? L>rRES4t ° va
?
n
v
?-

`c
O
O cg
.
fd

K 02
$
a
.
15'5

a
m
US
6
2
X _

Hia,0
mCD? 8 ?
CD
?mto
m H?S.L3
Sao o ??

CY
N• 3 c 1
? ?.
Q p
RL '
m 9
>
$ T
m
y 3 C
n
m
=

N

5.
wg? i?
ct 1
?co
f $ C ?
?s S

Z = to
w
p n
C
Ol
g a l
y
_
9. c
?
a
45

w ?
m
N = x
a ?'c S +
Q, t ;:.1:'1-,%1 'A.",- T Y•fi+IT'"< r(/tttlSSrtY? :Y'
rn I-)
C') A
4 Q
Q C:

•

51
m
N
Dn
DZ
3
m y
?
?O
m
c

N
D? '
m M.

-r ?
.1 . \ 0 3 C
.s
® m
O
T
c rn n
m
-n v
m m ?o
z m
r
DDW2
i= ?Zmp?pmn
qv
CA (A
:. -? vmv{?"c O m S
mo +? D C
- t vg-IM
vj,cz -4 70
m m
` AMA ? b n
> N 111
NZZ CD
c y -i . '•. > CD
mm m
?
Z
{m
y /
m
m
O? iii
7. \
2 m
n
U) -Z 0
z r p?
m
A 'n
? L
z
b
?o
my
f!! i
N y
c

a m.._.uru ...\ -e.n• . wn+:e• n A {.!, A ...i! z.t .: !•n.•c A w i

1
?o
m?
X4
m 1i ,
1
a t
V I?
:D. La 1
C)
m 2i
0 J.
40 ?
0
VVV __? N
m
i
l\.nl{en K A\l;A.{A It! {! ll?at.lY l PNU.u N?IeL
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
September 16, 2004
CERTIFIED MAML-. RETURN RECEIPT REQUESTED
Centex Homes
Attn: Carey Methven
2301 Sugar Bush Road, Suite 400
Raleigh, NC 27612
Subject Property: Stone Creek Village
William G. Ross, Jr„ Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 041329
Wake County
REQUEST FOR MORE INFORMATION-EXPRESSREV7EW PAOGRIM
Dear Mr. Metlhven:
On September 13, 2004, the Division of Water Quality (DWQ) received your application dated
September 10, 2004 to impact .246 acres of wetlands to construct the proposed Stone Creek
Village Subdivision. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected 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 2B .0233(8) 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:
1. You have proposed to treat the stormw'ater on your project with a wet detention basin. This
project is located within waters that are classified as Nutrient Sensitive Waters (NSW).
According to Certification 3402, condition 4, paragraph 2:
Additionally, in watersheds within one mile and draining to 303(d) listed waters, well watersheds that are classified as nutrient sensitive waters (NSW), water suPP Y w
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
401 a cenifkatiOr?Raie
1650 MaU Se Sarvice censer, ?h, North Carolina 27699.1650 Wco,'A'hCarofina
16
' 919.7Boulevard, Suns 250, i?afeigt?, erCarol' 27604
2321 Crabtree
Phone: [phone]fi /FAX [phone] Internet! h J1 fi2o.enr.state.nc uslncwet ands
Phone'
An Equal OpPor1Unily/AtfirmatW8 Action Employe(- 50'10 Reopded11Tk pod consumer Paper
s',P:r-I L9b69b86?01 26892216T6 SONU-113M-OMO:WOd3 00:i7T V00a-9T-d3S
Centex Homes:
Page 2 of 2
9/16/04
(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 plan is required.
Therefore, you are required to have a forested filter strip in addition to your wet detention pond
or replace the wet detention pond with an extended detention wetland. Please show on your
plans the location of your forested filter strip and a protective easement around this forested
filter strip to ensure the protection of this area. in addition, this map needs to show the state
regulated buffers from the top. of bank of the subject stream north of your project area.
2. Please make sure your level spreader is parallel to the riparian buffers. In addition, a
conservation easement needs to be placed around this level spreader for future maintenance
issues.
Please respond within three 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.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Debbie Edwards at [phone] if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Q.
J
aW
JRD/dae
cc: Todd Preuninger-S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
)r ilename: 041329StoneCreekViUage(Wake)EXP+hold
2/2::d Z9t769t786:01 2689222-6T6 SaNd-113M-0MO:W0dA 00:VT V002-9T-d3S
09/16/2004 16:35 FAX
4 DWQ DORNEY 001
Soil & Environmental Consultants, PA
11010 Raven Rid90 Road • kaleigtt, North Mina 27614 • Phono- [phone] • Fax: [phone]
www.SandEC.com
FACSIMILE SHEET
FAJY NO. (919) 84,6-9967
DATE:
TO: NAME: 1 x-
Project Number: Cw%? 3M
CC:
COMPANY: W,
FAX NUMBER;
FROM. 1 `S `sue SUBJECT-
The following items are being faxed. Number of pages including transmittal sheet: >
For Your Comments/Approval ?C. For Your Information
Per Our Conversation ?w, 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:
M 3 Foe r,
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT AT [phone]-
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and may contain
W}ormatiion 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 prohibited. If you have received this
transmission in error, please notify us immediately by telephone and return the faxed doctunents to us at the above address
via the United States Postal Service.
reen -
f'Ftatiotte Office:
236 I..cPhillip Court, Suite C 3817-B Lawndale Drive
Greensboro. NC 27455 NC 28025 Concord. Phone:, [phone]
Phonc Fax: : (7004 4 (704) ) 720-9405 720-9406 Fax: [phone]
Fax:
SEP-16-2004 THU 15:09 TEL:[phone] NAME:DWQ-WETLANDS P
09/16/2004 16:35 FAX.
4 DW9 DORNEY 10002
OPEN SPACE, BUFFER AND STREETSCAPE CONCEPTS
Open Space
The open space requirement for the Riggsbee Farms PUD is 4.94 acres. Open space
provided within the PUD is 15.67 acres and shall be designated as a linear park.
Streetscape
Streetscape is an area located along a street to provide special plantings, community
identity or other landscape treatments. The provision of streetscapes along public right-
of-ways is not to obscure development. The purpose is to provide a transi#on area,
establish an image for the development and reinforce the character of the project. In
order to create a pedestrian oriented development in the mixed-use area along Davis
Drive and High House Road, Riggsbee Farms proposes to reduce the required
minimum streetyard from thirty-feet (30) to twenty (20) feet. Shade trees and/or
flowering trees shall be planted at the rate of 10 caliper inches per one hundred linear
feet of street frontage. Landscape elements and shrubs shall be used to define the
streetscape area and diminish parking areas. In the R=1 tract a twenty-foot streetscape
will be provided with the same planting requirements as above. However, if the rear of
residential units face High House Road a thirty-foot (30) streetscape will be provided
and will be planted at the rate of 14 caliper inches per 100 linear feet. Along the
proposed new private street no minimum streetyard shall be proposed; however, street
trees shall be planted at the rate of 6 caliper inches per 100 linear feet.
Special Areas
Several special areas of open space or public space will be created to provide scenic
and useable open spaces for the residents and users of the area.
• Linear Park - A linear park north of the proposed new private street will be
provided. This area is approximately 15.67 areas and will be substantially
maintained in its na_ tur.kl state with trees and meadows and may contain
pathways,
Water feature at Linear Park - A water feature and stomp water management
pond will be provided at the traffic circle in the linear park. This area will be a
focal point and provide pathways and seating areas.
• Pond at Davis Road Entrance - A natural area will be combined with a storm
water management pond at the entrance from Davis Drive. This area will be
planted with natural vegetation in keeping with the existing wetlands and natural
features.
• Intersection of Davis Drive and High House Road - A public open space will be
provided generally at the intersection of Davis Drive and High House Road. This
space will feature a gathering area and architectural elements that relate to the
cluster of buildings at this important corner.
5
SEP-16-2004 THU 15:09 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 2
09/16/2004 16:35 FAX i DWQ DORNEY Z003
Stream Buffers
Stream buffers shall be undisturbed land areas reserved adjacent to streams to protect
water quality. No grading is a owed within the stream buffer except for street crossings,
allowed pedestrian pa ids, u i i ies and stormwater devices where permitted within the
Towns Stormwater Ordinances Plan for New Development. Lotting is not permitted in
stream buffers.
Undisturbed Buffers
Undisturbed buffers are excluded from the development parcel and will be owned and
maintained by the appropriate owners association. These areas will remain undisturbed
except as required for the construction of streets, pathways, utilities and water quality
devices. Disturbed areas shall be re-vegetated according to Town of Cary C buffer
requirements. Lotting is not permitted in undisturbed buffers. In order to promote
healthy vegetation within undisturbed buffers, underbrush and trees (less than 5" caliper
in diameter for larger trees and less than 2" caliper for understory trees) may be
trimmed or removed. Tree surveys in undisturbed buffers will not be required provided
tree protection measures are in place prior to land disturbance.
Storm Water Management
taddressed water management is a critical component of the development and is being
in a comprehensive manner. The 19.67-acre linear park provides
rtunities to locate storm water devices and ponds and also provides significant
j area for filterin m wataL Storm water management devices and ponds will,
extend possible, be incorporated into the natural landscape of the park.
The construction of the storm water management devices will take place in two phases.
Phase I includes all the devices that serve M-1 through M-6 tracts. These devices will
be constructed prior to the first certificate of occupancy (CO) for any one of the M-1
through M-6 tracts. Phase II includes the stormwater management device that serves
R-1 and M-7. This device will be constructed prior to the first CO for either R-1 or M-7.
The Preliminary Storm Water Management Plan: Neuse Nitrogen Loading and
Detention Design has been prepared, the introduction and methodology are included in
this document and the entire report with calculations also made a part of this submittal.
The PUD proposes a 23% net reduction in peak flows in the stream to the rear of
Riggsbee Farms PUD and the Riggsbee Farms Subdivision designed to the 25-year
storm level. The Town of Cary requirement is 1 year.

SEP-16-2004 THU 15:10 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 3
???
NCDENR
North Carolina Department of Environment and Natural Resources
olvislon of Water Quality
Michael F. Easlay, Govamm Witham G. Ross, Secretary
Nan W. Klimek, P.E.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wedands/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 * 919-733.0203
Fax 0: - 919-733-6893
Fax To: Grey Methven Fax #: [phone]
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date: .fi<iR/
0T

(
Number of pages including cover sheet: 1211'

Notes or special instructions:
The original will be sent in the mail. if you have questions please call Debbie Edwards at 919-733-9502.
dOitYe9erAd C. ;on Unit Nam CCtoF6d 27686.1650
16501 Savmcdrw.. Xebi6A ?e
2321 af.?udeso?ua sus. 250 F=; Nam Cdu6 27604 Caron
rmone'E,&TA.,766/rA7(8,47gt g383/InarroC trig ??° trrrallb
M Ew, oooomn?a!usmawdnaoo EmpL+,cr _309y '.q0 "1W FW c--PAW
••*C[H1J WSNVH1 JNHKnOoa IN9051x aO HDVd ss1313
NO ssrinssil
1405 H(IOK
.19£,00 aIIS aasavria
69:£T 9T-cES HKIZ luvilS
£/£ SaDvd
L9'b69'b86 : SNOHd
£689££L6T6 rms
SQNFPI.T-HM- 5MQ aIKN
OO:PT flHZ V00Z-9T-dSS SIVU
HOIZVER00 ONIMS
PIMA
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 #:
Fax #:.
919-733-0203
919-733-6893
Fax To: Grey Methven
Todd Preuninger
Subject: Stone Creek Village
Number of pages including cover sheet:
Notes or special instructions:
Fax #: [phone]
919-846-9467
Date:,1W+21[J4--
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
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
One
NorthCarohna
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands N
t
n
ll
a
io
a
ff
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
ARA
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 k: 919-733-0203
Fax M. 919-733-6893
Fax To: Grey Methven Fax #: [phone]
Todd Preumnger 919-846-9467
Subject: Stone Creek Village 1Date:,&4Y2M--
Number of pages including cover sheet: lL 1/140
3
Notes or special Instructions:
The original will be sent in the mail. Ifyou have questions please call Debbie Edwards at 919433-9502.
401 watSMC cmbval W
1E50Ne &m.c-Rog',n Camaw2 1850
2921 WAC Cazolina
CredtrBB 9WImN511i0:2i0, eabi0h, tWM CBO:tId 276(a
P'_ 91&T317786/PAII819-73Z469311na l'. hit h^? tmrallf/
M Equel OppaNnR/MIuMdM.ae?ed'4b'Rf-90x ReryaLN10?•',PW CawunctP¢d s{f iK f/J
• • •Q21JZW9NVU1 11421417100C ZN2DSH 20 SOVd ZSHI2
NO
N32
..6£ .00 :
9£:£T 9T-cTaS
£/£
L9t?69V86
ssCnsax
SCOW
aKIs CssdvCs
sKIs sxvzs
S2JKd
2NOHd
£689££L6T6 rMl
SCNV'I.T.qM-z5(4(1 aKVN
L£:£T f1H1 V00Z-9T-cMS 2ZvC
NOIRMN00 ONIMS
AWW,
MUM
North Carolina Department of Environment and Natural Resources
Division of Water ouallty
Michael F. Easley, Governor Wiliam 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 Roulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Sm ioe Carter
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax [phone]
Fax To: Grey Methven Fax #: [phone]
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date:,W+21W-
I
,
Number of pages including cover sheet: I'll
J J??
f
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.
aw svaun.,mCe,EYabmum
16.50 M6 Sm" C6rar• RADi h, N%L10-1- 2MRS-1600 nOrte?
2331 Cmbhee OcW-d. SIIm250, Rekiph, N." C`M' t 2".
Phone "q 189 .•r? µ' CafOlAna
:-118 3 5 FF%914]44b693flnlalwLlrm: T]nrl?n?c n.. ,yru.wnlm,d.
AnEpAI(pxa ,Atm,-AA WEmpl4W-W4REW*MC%P091Co PN%r
"'GH1J,1HSNV111 INHKnOOG SNHOaH aO HOVd ZSUId
NO :
NOS :
..OO.TO :
•b£:£T 9T-d8S :
£/£ :
9t,£8TLS6 :
sslinssx
HGOW
ZKIS GHSdVIIS
Raovd
aNOHd
£689££L6T6 rISs
SGNV' M1A-6MG HKVN
S£:£T f1H1 VOOZ-9T-dNS BSVG
NOISMBOO DNIMS

IL •
Z Soil & Environmental Consultants, PA
E r", I 110,10 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 10, 2004
EXP 04-1329. S&EC Project #: 6533.W1
401 Wetlands Unit
Attn: Ms. Debbie Edwards
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Nationwide Permit 39/401
Stone Creek Village
Cary, Wake County, NC
US Army Corps of Engineers
Attn: Mrs. Andrea Wade
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
WETLANDS 1401 taR(J?1P
Water Quality Certification
SEP 1 3 2004.
WATER QUALITY SECTION
Dear Ms. Wade and Ms. Edwards,
On behalf of Grey Methven, of Centex Homes, we hereby request authorization from the
US Army Corps of Engineers to use Nationwide Permit 39 for the subject.project to cover
permanent impacts to emergent wetlands. We also request written concurrence from the
North Carolina Division of Water Quality that the project complies with the 401 Water
Quality Certifications associated with Nationwide Permit 39. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form
and maps.
The proposed project consists of the refilling of a drained pond. The newly formed pond
will serve as an amenity for the proposed Townhome Development. The project is located
in the northwest quadrant of the intersection of High House Road (SR 1613) and Davis
Drive (SR 1615) within the Town of Cary's Extraterritorial Jurisdiction. The site is
approximately 45-acres in size and is located:within the Neuse River Basin. Please refer to
the attached map (Figure 1) for the project's location on a USGS topographic quadrangle.
S&EC performed a detailed delineation on the subject site on September 4 and 5, 2001.
The wetland delineation map was approved by the USACE on December 10, 2002. On
November 26, 2001, Mr. Charles Brown of the NC-DWQ reviewed the features on-site
pertaining to. the Neuse Buffer Rules (see attached buffer letter). Please note that the pond
had not been drained at the time of our initial delineation. A revised wetland map is
included for your review.
y,
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]
The proposed "refilling" of the pond will impact approximately 0.0246 acres of
jurisdictional wetlands. The pond will be used as an amenity to the community. The pond
will not be used for stormwater treatment. A wet pond will be constructed for 85% TSS
and nutrient removal. DWQ worksheets are included with the application.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require compensatory
mitigation to offset unavoidable losses of waters of the US when impacts exceed the
requirements for notification (0.10 acre). Because impacts are to emergent wetlands within
the base of a drained pond (i.e. low quality), we do not believe mitigation should be
required. However, if mitigation is required the applicant proposes payment to the NC-
EEP.
NC-DWQ's current policy does not require wetland mitigation for impacts less than 1.0
acre per project. Because are below this threshold and because no stream channels will be
impacted for this project, we do not believe that compensatory mitigation should be
required by the NC-DWQ.
Please call if you have any questions.
Sincerely,
Todd Preuninger
Biologist
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Proposed Site Plan Map
Impact Map
USGS Site Vicinity Map
Wake County Soil Survey Map
Neuse Buffer Letter (NBRRO-0 1-289)
USACE Jurisdictional Determination (USACE Action #200320233)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No ?r 04-1329
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Centex Homes
Mailing Address: Attn: Grey Methven
2301 Sugar Bush Rd. Suite 400
Raleigh NC 27612
Telephone Number: 919-781-1952 Fax Number: 919-571-8315
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: preuningerna SandEC com
Page 1 of 8
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: Stone Creek Village
2: T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0744337024, 0744439656. 0744532530.
0744531255 0744424732 07444329641 0744327535 0744228525
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Stone Creek Village
Directions to site (include road numbers, landmarks, etc.): The approximately 45-acre tract
is located in the northwest quadrant of the intersection of High House Road (SR 1613 and
Davis Drive (SR 1615) within the Town of Cary's Extraterritorial Jurisdiction.
5. Site coordinates, if available (UTM or Lat/Long): 35 47' 26" N. 78 51' 18" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): -45 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary of Turkey
Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mUs/.)
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 consists of grassed fields. Land use in the vicinity
of the project is primarily residential.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of the reestablishment of a drained pond. The client proposes to "refill" the
pond which will be used as an amenity for the proposed town home development. The pond
will not be used for stormwater treatment. Another retention pond will be constructed for
85% TSS and nutrient removal.
11. Explain the purpose of the proposed work: The purpose of the work is to provide housing
in a rapidly growing area
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC conducted a detailed wetland delineation evaluation on September 4 & 5, 2001. On
December 10, 2002, Ms. Andrea Wade of the USACE reviewed and concurred with S&EC's
determination regarding the wetlands and jurisdictional features occurring on property. The
jurisdictional determination is attached (USACE action ID #200320233). On November 26,
2001, Mr. Charles Brown of the NC-DWQ reviewed the features on-site pertaining to the Neuse
Buffer Rules His letter is attached (NBRRO-01-289). Please note that at the time of the initial
delineation the pond had not been drained. A revised delineation map is included with this
application for review.
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.
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 3 of 8
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts consist of
0.246 acres of wetlands due to the flooding of the. pond.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
Impact Figures Flooding .246 No N/A Emergent wetland
1
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hap://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- .246-acres
of jurisdictional wetlands.
Total area of wetland impact proposed: 0.246 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespecify)
N/A N/A N/A N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
N/A N/A N/A N/A N/A
Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: NIA Expected pond surface area: N/A
VI. 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.
Because the pond is in the central portion of the site and the proposed development was
designed so that the pond could be viewed by the resident and will serve as an amenity.
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 5 of 8
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the impacts consist of the reestablishment of a drained pond i.e. flooding of
emergent wetlands) S&EC does not believe mitigation should be required. However, if
mitigation is required the applicant proposes payment to NCEEP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htW://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): .25 -.5 ac.
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 6 of 8
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 ?
IX.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Road crossing impacts (Figure 3)
Impact Required
Zone* (square feet Multiplier Mitigation
N/A N/A 3 N/A
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or. 0260.
X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface will exceed 30%. A set of stormwater management has been included for
review by the NC-DW
Page 7 of 8
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary Sewer
XII. 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
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
- /71
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
U6/04/04 15:58 FAX [phone]
06/03/2004 15:08 FAX
Name:
Adder
Phone:
Centex Homes
wi UUL
-0 002
Project Nance/Dose dption:
Date- -PA 104-
The -Depa taxent of the Army
U.S. ,Army Corps of Engineers, W17mington District
P.O. Box 1890
WV=ixxg , NC 28402
Attn! _
Field Office.
Re: Wetlands Related Consulting and Pe:rwItt:ing
To Wbo:m. It May Coxwexn:

? the c=ent eat owner, hereby designate and authorize Soil & Environmmtal Consultants, PA to
act in my behalf as my, agent in 1 he processing of permit applications, tc fumish upon requg??,
snpple,mental information in support of applications, etc. from ibis day forward, The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE= This authorization, fox Habib and professional coudesy reasons, is valid only, ifor
govex=ent officials to enter the pxape" when accompanied by S&EC eta#f. 'You should call S&EC
to arrange a Bite meeting pxfaX to visiting the site.
Grtd Print Propelty Owner's Name
cc: Mr. John Domey
NCDEM - DWQ
2321 Crabtree Boulevard
"eigfi. NC 27604
- A /? 4:??
Property wnef s Si tore
cc Mx. Todd relm
w1 er
Soil & Environmental Consultants, PA
?hsTl?tic (?F?+or.
236 Uph0lip Coact, Svito C Cn9fmm Offices
9817-F- Lawndalo Drive AiQhM Offl? -
622 Coon MoUntaio 1..-e
Concord; NC 28025 Groodsboro, NC 27455 `Caytoravine, NC 28661
Phone: (704) 720_9405 7'bane: [phone] Phohc [phone]
Fax: [phone] Fax: [phone]Y5 )zx• [phone]

Soil & )Environmental Consultants-, PA
11010 R*vta Ridge Rosh - Ra]cigh, North Ceralina 27614 • >hont: [phone] • Fax: [phone]x67
www.Sandl3C.cora
AGENT AUMORIZAnoN FORM
All BLv*s To Be Vil.led In Fy The Current Landowner

GRAVEL RIP-RAP
BASIN # 4 _ -?-?
FIB
V (o
V
N ?bC
°N
77ff
8
V ?N
C/1 °N
_;v
m
C) 2B5
oN
m
FRE
415.?
10 N
V
I ( U,
FFE
41 4. 33
N
12 N
406.
0 PATOR #1
BW 4
FES
EXISTING DRAINED POND
TO BE FILLED WITHIN
24 MONTHS BY PERMIT
ISSUED BY US ARMY
CORPS OF ENGINEERS
RETAINING WALL
GRAVEL RIP-RAP
BASIN #5
RIP-RAP BW 406 T 408.
DI SS I PATOR # 3.
08. b
#38 SW 4 6
-Ji#5

ham
h
E
FF
41 O.
# 4 28 C
N° FF
xG
,11.53
2 -7
T 408 5 # a „?
26
FE
6
TW 4 1. 0
412.

{o

oy 0
?
25
? ?

^ a` N 24
FFE
41
eF M
23
Sr N
22
FFE
4 15-
yo
2 0
aP
1
2
I
TW I I .
POND IMPACT 0 50 100 150
WETLANDS: 10, 723 5F
ELAM, TODD, d'AMBROSI O. 25 A0 SCALE: 1 50'
URBAN PLANNING EANDSCAPEARCHDEcTImE
CIVIL ENGINEERING HAND USE CONSULTING
26
CARY. 01 WESTON PARKWAY / SUITE 203
NORTH CAROLINA 27513 USA
78.1071
(OFFICE) STONE G K V I L L G
(FAX) 919.678. .1290
(EMAIL)gd@bdLsouthnel GARY, WAKE COUNTY, - NORTH CAROLINA
State of North Carolina
Department of Environment.
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Division of Water Quality
November 26, 2001
Jennifer Burdette
Soil and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
[IF.C 3
?•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 01-289
Rigsbee Tract
S&EC Project #01-6533
Wake County
Dear Ms. Burdette:
It was determined that there are channels present on the property shown on either the Wake
County Soil Survey and /or USGS Cary, NC quad map that are subject to protection under the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, North Carolina Administrative Code T15A:02B.0233.
The specific portions of the channels subject to the buffer rules include Feature A (flag # 515-
522 and below # 500), Feature C (below flag # 399), and Feature E (below flag # 215), which are
shown on the attached USGS Cary, NC Quad map (figure 1) and/or Wake County Soil Survey
Map (figure 2). These channels are unnamed tributaries of Turkey Creek. Features marked B &
D are not subject to the Neuse Riparian Rule.
This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant
to wetlands and other impacts, please contact the Central Office at 733-1786. Tharnk you for
your attention to this matter and if this Office can be of any assistance of if you have additional
questions, please do not hesitate to contact us.
Sincerely,
Charles Brown
Environmental Specialist
cc: RRO/John Dorney
h:/neusebuf.let/nbro 1289
1628 Mail Service Center, Raleigh, NC 27699-1628. Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
u Lr ,
S
1611 <_ -- -
• ? 1620 J "\? -- _ O
0 8 50
Q 42 '"-
1
o1
. A nl.
W o / - -
V
Q)
• I O ?'°i° O / 0 343 ..
I
__ 1 0
"`SO C? ?yi? 400 / D
7 \ J /
eQ ? O
Q
v'' _ \ I wit. / \Q • yi1
Project #-. Scale:
01.M 1' _ 2000' Figure 1- USGS Quad
Project Date:
Mgr.: JB 8706101 Rigsbee Tract
Miller Development, LLC
Cary, Wake County, NC
CARY, N. C.
SE74 DURHAM SOUTH W QUADRANGLE
35078-G7-TF-024
PHOTOINSPECTED 1988
1973
PHOTOREVISED 1987
DMA 5255 IV SE-SERIES V842
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Project f: Scale:
01-65M 1° = Irm Figure 2 - Soil Survey
Project Date: Rigsbee Tract Soil & Environmental Consultants, Inc.
Mgr.: JB smi 11010 Raven Ridge Rd.- Raleigh, NC 27614
Miller Development, LLC [phone] • [phone]
Cary, Wake County, NC 13 Web Page: www.SandEC.com

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320233 County:
NOTIFICATION OF JURISDICTIONAL D
Property
Owner Peggy S. Riggsbee
Address High House Road
Cary, North Carolina 27529
Telephone Number 919-851-0045
Authorized
`Wake
DEC .?
V INATION
Agent Soil & Environmental Consul
tan?s,Tnc
Attn: Todd Preuninger "
Address 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number 919-846-5900 - r
Size and Location of Property (waterbody, Highway name/number, town, etc.): The site is located
on the north side of High House Road (SR 1615) west of its intersection with Davis Drive (SR 1613),
west of Cary, Wake County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of Turkey Creek, above headwaters, in the
Neuse River Basin.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above-described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a T.1olation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Andrea Wade at telephone number (919) 876 - 8441 extension'31
Project Manager Signature
Date December 10, 2002

Expiration Date December 10, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
- - - - - - - - - - - - -
I? ' y
EL R I P- RAP i I / ............_ .
/ BAS I N # 4
F , y?, ^;",2t 1I 1
r, ? 410.
28
F<4
y I I /_ eg ^8 F E
r
vp / i
44 1s33
7 I \
I A l r i T 408 5
/ / 24 I I I
E 1?
l I u R,//P? J/ ?? 4 . b TW 4 I. 41 11 \\\\\ \ \= W 4 # 5S?S PA OR # I r h W /
4 oQ? 25
FES
;1
?I I t 1_ a X I ST I NG DRAINED PO?
9 i /
? TO BE FILLED W I TH I /
\ 1 I ! ;F m 24 MONTHS BY PERM I I
41 ISSUED BY US ARMYI
\ e\ 1 l CORPS OF ENC7 1 N
I l a? 1 1 1.o t ,, N 24
11 4 FFE r?s Y
RETA I N I I WALL h N //
I?? 1 1 GRAVEL RIP-RAP
' BASIN #3
/'[??
41 4. 3 \ BW 406. s ! / /
_\ \ \ \ z =, s RIP-RAP T t 22
12i 2\\I
f
w I I. D I S5,1 PATOR #3
I
1 III FO8-
/./415. I I
1 1 0
____+ 1\# 38 BW 4 6 r'. °QQ 21,
' l i i? i I i
POND I MPAGT 0 50 100 150
WETLANDS: 10,723 SF
ELAM, TODD, d'AMBROSI c 0. 25 A0 - SCALE: I" =5C
URBAN PLANNING* LANDSCAPE ARCNITESIURE
CIVIL ENGINEERING* LAND USE CONSULTING
26
CARY. 01 WESTON PARKWAY / SUITE 203 NORTH CAROLINA 27513 USA
(OFFICE) 919.676.1071
(OFFICE) STONE GREEK • `?/,I L L / \`/?/l?[ [//??E
(FAX) 919.678.1290
(EMAIL)etd@belLs uth.net CARY, WAKE COUNTY, NORTH CAROLINA
STONE CREEK VILLAGE
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. . After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice 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 wet detention basin system 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 a wet 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.
When the permanent pool depth reads 388 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 388.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in.the blanks)
0 Permanent Pool Elevation 391
----------------- Sediment Removal Elevation 388 --- Bottom E vation 387.5 -------------------- :_75%
Sediment moval El. 388.5 75% -,Bottom Elevation 387
------
0
FOREBAY MAIN POND
Page! of 2
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
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 wet detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure., Any down gradient erosion must be repaired and/or
replanted as necessary.
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.
Print name: C ra tj
Tit
Ad
le: Lard e r mar,
A?
dress: 2-SO t Si?1k i4co aW h 16 12.
Phone: N lq ) f ( 01 • 1 %-
Signature: ./ '-'?
Date: 001!511o4
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.
?;Ke C6i;;?s
`Pk
pUBLI
?Z 1
I, i?UI? R (pis a Notary Public for the State of NpznA CAROL-WA
County of WAVLr_- , do hereby certify that :.i? Mr??N?l??J
personally appeared before me this -37 5 L day of Au &Iu s i 7-00+ , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Page 2 of 2
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFORMATION (please complete the ollowing information): 11 Project Name : Staf/L
lU
Contact Person: Phone Number: (111) 6'7 $ -1071
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation 367.0 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 1 - 0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3q T. Z 5 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area
Drainage Area
Impervious Area
1 Z, 300 sq. ft.
116-0 ac.
7.71 ac.
(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)
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
REQUIRED ITEMS CHECKLIST
3-1,000 cu. ft.
29.00 d cu. ft.
& 2•o cu. ft.
1.5 7-
2 in.
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. 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 project
Applicants Initials
t ll- The temporary pool controls runoff from the 1 inch storm event.
1A k?%, The basin length to width ratio is greater than 3:1.
M kyL- The basin side slopes are no steeper than 3:1.
M M A submerged and vegetated perimeter shelf at less than 6:1 is provided.
M 5Cti Vegetafion.to the permanent pool elevation is specified.
N k0- An emergency drain is provided to drain the basin.
N kti The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
#A The temporary pool draws down in 2 to 5 days.
_ Nl k The forebay volume is approximately equal to 20% of the total basin volume.
M bfV1L- Sediment storage is provided in the permanent pool.
N Access is provided for maintenance.
1A kIL- A notarized site specific operation and maintenance (0&M) plan is provided.
N? A vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the O&M plan.
L A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the followin
Project Name : S'C7f?E cagrc- V,IU 9
Contact Person: Mg MW -Vi firuc
Level Spreader ID:. At
Level Spreader Length S iL
Drainage Area T'/A ac.
Impervious Area 01A ac.
Maximum Filter Ship/Buffer Slope b %
grass
Max. Discharge from a 10 Year Storm 2.5 cfs
Max. Discharge to Level Spreader 2.5 f cfs
Filter Strip/Buffer Vegetation ifR4SS
information):
Phone Number.
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf Cutler cover, 8% for thick ground cover)*
(Z5- YeAt st?M) .
Qit
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 14T ('O
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.
Applicants Initials
M 6r ti Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
M ka- Pre-Form Scour Holes are on ft slopes only
M kt-- No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (ff applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
?R- No strictures are located in protected buffers.
1A br/t- Plan details for the bypass and outlets are provided.
LA (WA- The operation and maintenance agreement includes annual erosion and vegetation repair.
A(4-4- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option Document. This potentially requires a
mirror variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
ELAM TODD d'AMBROSI
URBAN PLANNING / LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING / LAND USE CONSULTING
August 23, 2004
Memorandum
To: Tom Horstman, Engineer, Town of Cary
From: Matthew Roper, P.E.Ott-
Subject: Revised Storm Drainage and Nitrogen Calculations
Stone Creek Village
230700?-
Attached please find the Revised Stormwater Drainage and Nutrient Removal
Calculations for the proposed residential development on High House Road in
Cary, NC. The permanent water quality pool for the wet detention basin was
sized for the contributing drainage area (18.0 acres) using the criteria
outlined in the NCDENR - Stormwater Best Management Practices. The proposed
impervious area within the drainage catchment. was 7.71 acres (43%). The
proposed surface area of the permanent pool for the wet detention basin is
12,000 square feet in area with a depth of 4 feet. The temporary water quality
pool has been sized to control the runoff from the first inch of rainfall. The
area calculations and NCDENR - Stormwater BMP design calculations can be found
in Attachment 1.
ETd utilized HydraflowTm - Hydrographs 2004 for Windows by Intelisolve for the
pre-development vs. post-development analysis. Subsequent to pre-development
and post"development calculations, the 1-year, 24-hour design storm was routed
through the wet detention basin. The software utilized the SCS Unit Hydrograph
Method to determine the inflow hydrograph and the Storage-Indication Method to
determine the outflow hydrograph. The HydraflowTM output is provided in
Attachment 2. The results of the 1-year pre-development and post-development
site drainage analysis are as follows:
4 f i?ze
` ?4
jDeylient Q' Post ??v?1or'rent t? ;R
f
?
.
1-year 10.7 ft3/sec 4.0 ft3/sec Yes
In addition to the wet detention,basin that has been sized to reduce the 1-
year, 24-hour design storm, the breached farm pond has been re-designed. The
outlet for the water feature has been sized utilizing the HydraflowT,
software. The outlet design was checked for the 10-year, 25-year, and 100-year
design storms. The HydraflowTm output is provided in Attachment 3.
The storm drainage system was modeled using HydraflowT" - Storm Sewers 2003
for Windows by Intelisolve. The hydraulic grade line analysis has been
provided graphically for each line in the system in Attachment 4.
The nitrogen loading calculations were determined utilizing the Town.of Cary
Nitrogen Loading Calculation Worksheets. The post-development Nitrogen Table
for the site shows a unit-loading rate of 9.74 lb/ac/yr. The threshold unit-
loading rate for proposed development is 3.6 lb/ac/yr. Subsequent to the 25%
reduction in nitrogen loading for the wet detention basin, the remaining 7.30
lb/ac/yr of nitrogen loading will be bought down. An offset payment of $21,993
will be made to the North Carolina Wetlands Restoration Fund to meet the
remainder of the nitrogen loading requirements. The Nitrogen Calculation
Sheets have been included in Attachment 5.
2601 WESTON PARKWAY • SUITE 203 • CARY, NORTH CAROLINA • 27513 USA
(OFFICE) 1.919.678.1071 • (FAX) 1.919.678.1290
(EMAIL) [e-mail]

D(ZA.(NA (F- _A C
I M PE(zui 0o 1t ((F/ -
.... _

- s (OEWAM .1-K(O S??s
o. z
o
-
_
n w Y S--_???w_?. _ --- ---?`
-.._

) ('A2") ?- ? C),$37 ) ?U b,U AC) Y-
1
------ -------
-- --------
- - .. -..........

--- -----_ .................. ------ ---------- ----
----- --- - - . -- ---- _....--?- ?zo_.__5-- -- .._..__ 4' ---- _. ---- - --- _....._.___.
=.... ......... _.._ ................ .__

---------- --

--- -----

- -I-? - s-_'_.- -' ---- --.---------
- - ----------- ----- - -----
3
------- --- --1
--
- -- 660 s ----b IA
- ------ --------- -
3 0 ----------_ "Z r? _-------- -- -- ----- ---- ------=--- _

a
- -- - - - ----- --------
I I z '300

s
15 3'5 O
?? ? -5
JAL
---- ------ ,--- -.--
-
--- - _ --- --- -`? 5 --. 1. ?? 6 0 0 _SF _ _ ---
Table of Contents
Hydraflow Hydrographs by Intelisolve
CentexRigsbeeQ1 Rev.gpw
Tuesday, Aug 17 2004,1:46 PM
Year
Summary Report .............................................................................................................. 1
Hydrograph Reports ........................................................................................................ 2
Hydrograph No. 1, SCS Runoff, Pre-Dev Basin #1 ....................................................... 2
Hydrograph No. 3, SCS Runoff, Post-Dev Basin #1 ...................................................... 3
Hydrograph No. 4, Reservoir, Wet Detention BMP ........................................................ 4
Pond Report .............................................................................................................. 5
Hydrograph Summary Report
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) rime to
peak
(min) Volume

(cult) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cuft) Hydrograph
description
1 SCS Runoff 10.66 3 720 28,700 - - - Pre-Dev Basin #1
3 SCS Runoff 31.82 3 717 72,801 - - - Post-Dev Basin #1
4 Reservoir 3.97 3 744 41,993 3 393.43 34,464 Wet Detention BMP
CentexRigsbeeQ1 Rev.gpw Retum Period: 1 Year Tuesday, Aug 17 2004, 1:46 PM
Hydraflow Hydrographs by Intelisolve
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Pre-Dev Basin #1
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Drainage area = 18.00 ac
Basin Slope = 2.5%
Tc method = KIRPICH
Total precip. = 3.00 in
Storm duration = 24 hrs
Q (cfs)
12.00
10.00
8.00
6.00
4.00
2.00
0.00 1
0
Tuesday, Aug 17 2004,1:46 PM
Peak discharge = 10.66 cfs
Time interval = 3 min
Curve number = 64
Hydraulic length = 1155 ft
Time of conc. (Tc) = 7.363357 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 28,700 cult
Pre-Dev Basin #1
Hyd. No. 1 -1 Yr
3 5 8 10
Hyd No.1
Q (cfs)
12.00
10.00
8.00
6.00
4.00
2.00
-1 ' ' ' ' ` ' 0.00
13 15 18 20 23 25
Time (hrs)
2
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 3
Post-Dev Basin #1
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Drainage area = 18.00 ac
Basin Slope = 2.5%
Tc method = KIRPICH
Total precip. = 3.00 in
Storm duration = 24 hrs
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 '
0 3 5
Hyd No. 3
Tuesday, Aug 17 2004,1:46 PM
Peak discharge = 31.82 cfs
Time interval = 3 min
Curve number = 79
Hydraulic length = 1155 ft
Time of conc. (Tc) = 7.363357 min
Distribution = Type II
Shape factor = 484
Hydrograph Volume = 72,801 cult
Post-Dev Basin #1
Hyd. No. 3 -1 Yr
Q (cfs)
35.00
8
30.00
25.00
20.00
15.00
10.00
5.00
?y ' 0.00
10 13 15 18 20 23 25
Time (hrs)
3
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday, Aug 17 2004,1:46 PM
Hyd. No. 4
Wet Detention BMP
Hydrograph type = Reservoir Peak discharge = 3.97 cfs
Storm frequency = 1 yrs Time interval = 3 min
Inflow hyd. No. 3 Max. Elevation = 393.43 ft
Reservoir name = Wet Detention BMP Max. Storage = 34,464 cuft
Storage Indication method used. Hydrograph Volume = 41,993 cult
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0.00 ' ' ' J ' ' ' ' ' 0.00
0 3 5 8 10 13 15 18 20 23 25 28
Hyd No. 4 Hyd No. 3 Time (hrs)
Wet Detention BMP
Hyd. No. 4 -1 Yr
4
Pond Report
Hydraflow Hydrographs by Intelisolve Tuesday, Aug 17 2004, 1:46 PM
Pond No. 1 - Wet Detention BMP
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult) Total storage (cult)
0.00 391.00 12,300.. 0 0
1.00 392.00 13,750 13,025 13,025
2.00 393.00 15,350 14,550 27,575
3.00 394.00 16,950 16,150 43,725
4.00 395.00 18,600 17,775 61,500
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise (in) = 24.00 0.00 0.00 0.00 Crest Len (ft) = 15.70 0.00 0.00 0.00
Span (in) = 24.00 0.00 0.00 0.00 Crest El. (ft) = 393.25 0.00 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00
Invert El. (ft) = 387.00 0.00 0.00 0.00 Weir Type = Riser - - -
Length (ft) = 0.00 0.00 0.00 0.00 Multistage = Yes No No No
Slope ('/o) = 0.00 0.00 0.00 0.00
N -Value = .013 .000 .000 .000
Orif. Coeff. = 0.60 0.00 0.00 0.00
Multi-Stage = n/a No No No Exfiltration = 0.000 in/hr (Contour) Taiiwater Elev. = 0.00 it
Note: Culvert/Orike outflows have been anab ed under inlet and outlet contrd. Weir riser checked for orifice conditions.
Stage (ft)
4.00-
3.00
Stage / Discharge
2.00
1.00
0.00 1 -
0.00
4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00
Total Q
Stage (ft)
4.00
3.00
2.00
1.00
' 0.00
36.00 40.00
Discharge (cfs)
5
Table of Contents
Hydraflow Hydrographs by Intelisolve
CentexRigsbeeQ10Rev.gpw
Tuesday, Aug 17 2004,1:59 PM
Hydrograph Return Period Recap ................................................................... 1
10 -Year
Summary Report .............................................................................................................. 2
Hydrograph Reports ........................................................................................................ 3
Hydrograph No. 1, Rational- * Pre-Dev Basin #1 ............................................................. 3
Hydrograph No. 3, Rational, Post-Dev Basin #1 ............................................................ 4
Hydrograph No. 4, Reservoir, Wet Detention BMP ........................................................ 5
Pond Report .............................................................................................................. 6
25 - Year
Summary Report .............................................................................................................. 7
Hydrograph Reports ........................................................................................................ 8
Hydrograph No. 1, Rational, Pre-Dev Basin #1 ............................................................. 8
Hydrograph No. 3, Rational, Post-Dev Basin #1 ............................................................ 9
Hydrograph No. 4, Reservoir, Wet Detention BMP ...................................................... 10
Pond Report ............................................................................................................ 11
Hydrograph Return Period Recap
Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph

No. type Hyd(s) description
(origin) 1 Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50 Yr 100-Yr
1 Rational - ----- - - 37.52 43.15 - - - Pre-Dev Basin #1
3 Rational - - - 70.20 80.74 - Post-Dev Basin #1
4 Reservoir 3 - - 0.00 2.47 Wet Detention BMP
Proj. file: CentexRigsbeeQ10Rev.gpw Tuesday, Aug 17 2004,1:59 PM
Hydraflow Hydrographs by Intelisolve
Hydrograph Summary Report
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(cuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cuft) Hydrograph
description
1 Rational 37.52 1 .7 15,759 - --- Pre-Dev Basin #1
3 Rational 70.20 1 7 29,484 - ------ Post-Dev Basin #1
4 Reservoir .0.00 1 0 0 3 393.12 29,484 Wet Detention BMP
CentexRigsbeeQ10Rev.gpw Return Period: 10 Year Tuesday, Aug 17 2004, 1:59 PM
Hydraflow Hydrographs by Intelisolve
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Pre-Dev Basin #1
Hydrograph type = Rational
Storm frequency = 10 yrs
Drainage area = 18.0 ac
Intensity = 6.724 in/hr
OF Curve = Raleigh-Durham.IDF
Tuesday, Aug 17 2004,1:59 PM
Peak discharge = 37.52 cfs
Time interval = 1 min
Runoff coeff. = 0.31
Tc by User = 7 min
Asc/Rec limb fact = 1/1
Hydrograph Volume =15,759 cuft
Q (cfs)
40.00
30.00
20.00
10.00
0.00 11
0.0
Pre-Dev Basin #1
Hyd. No. 1 -10 Yr
0.1
0.2
Q (cfs)
40.00
30.00
20.00
10.00
1 0.00
0.3
Time (hrs)
3
Hyd No. 1
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 3
Post-Dev Basin #1
Hydrograph type = Rational
Storm frequency = 10 yrs
Drainage area = 18.0 ac
Intensity = 6.724 in/hr
IDF Curve = Raleigh-Durham.IDF
Tuesday, Aug 17 2004,1:59 PM
Peak discharge = 70.20 cfs
Time interval = 1 min
Runoff coeff. = 0.58
Tc by User = 7 min
Asc/Rec limb fact = 1/1
Hydrograph Volume = 29,484 cult
Post-Dev Basin #1
Q (cfs) Hyd. No. 3 -10 Yr
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
0.0
Hyd No. 3
0.1
0.2
Q (cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
-1 0.00
0.3
Time (hrs)
4
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday, Aug 17 2004, 1:59 PM
Hyd. No. 4
Wet Detention BMP
Hydrograph type = Reservoir Peak discharge = 0.00 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 393.12 ft
Reservoir name = Wet Detention BMP Max. Storage = 29,484 cuft
Storage Indication method used.
Hydrograph Volume = 0 cuft
Wet Detention BMP
Q (cfs) Hyd. No. 4 -10 Yr Q (cfs)
80.00
70.00
60.00
50.00
40.00 -
30.00 -
20.00
10.00
0.00
0 5 10
Hyd No. 4
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
15 19 24 29 34 39 44 48
- Hyd No. 3 Time (hrs)
5
Pond Report
Hydraflow Hydrographs by Intelisolve Tuesday, Aug 17 2004, 1:59 PM
Pond No. 1 - Wet Detention BMP
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cuft) Total storage (cuft)
0.00 391.00 12,300 0 0
1.00 392.00 13,756' 13,025 13,025
2.00 393.00 15,350 14,550 27,575
3.00 394.00 16,950 16,150 43,725
4.00 395.00 18,600 17,775 61,500
Culvert I Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise (in) = 24.00 0.00 0.00 0.00 Crest Len (ft) = 15.70 OM 0.00 0.00
Span (in) = 24.00 0.00 0.00 0.00 Crest El. (ft) = 393.25 0.00 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00
Invert El. (ft) = 387.00 0.00 0.00 0.00 Weir Type = Riser - - -
Length (ft) = 0.00 0.00 0.00 0.00 Multistage = Yes No No No
Slope (%) = 0.00 0.00 0.00 0.00
N-Value = .013 .000 .000 .000
Orif. Coeff. = 0.60 0.00 0.00 0.00
Multistage = n/a No No No Exfiltration = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 It
Note: Culvert/Orifice outflows have been analyzed under inlet and outlet control. Weir riser &e&ed for orifice conditions
Stage (ft)
4.00-
3.00
2.00
1.00
0.00
0.00 4.00
Total Q
Stage / Discharge
8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00
Stage (ft)
4.00
3.00
2.00
1.00
1_ 0.00
40.00
Discharge (ds)
s
Hydrograph Summary Report
Hyd.
No. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(cult) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cult) Hydrograph
description
1 Rational 43.15 1 7 18,124 - - Pre-Dev Basin #1
3 Rational 80.74 1 7 33,909 - Post Dev Basin #1
4 Reservoir 2.47 1 14 3,101 3 393.38 33,663 Wet Detention BMP

CentexRigsbeeQ10Rev.gpw Retum Period: 25 Year Tuesday, Aug 17 2004,1:59 PM
Hydraflow Hydrographs by Intelisolve
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Pre-Dev Basin #1 .
Hydrograph type = Rational
Storm frequency = 25 yrs
Drainage area = 18.0 ac
Intensity = 7.733 in/hr
OF Curve = Raleigh-Durham.IDF
Tuesday, Aug 17 2004, 1:59 PM
Peak discharge = 43.15 cfs
Time interval = 1 min
Runoff coeff. = 0.31
Tc by User = 7 min
Asc/Rec limb fact = 1/1
Hydrograph Volume =18,124 cuft
Q (mss)
50.00
40.00
30.00
20.00
10.00
0.00 1
0.0
Hyd No. 1
Pre-Dev Basin #1
Hyd. No. 1 - 25 Yr
0.1
0.2
Q (cfs)
50.00
40.00
30.00
20.00
10.00
-1 0.00
0.3
Time (hrs)
8
Hydrograph Plot
Hydrallow Hydrographs by Intelisolve
Hyd. No. 3
Post-Dev Basin #1
Hydrograph type = Rational
Storm frequency = 25 yrs
Drainage area = 18.0 ac
Intensity = 7.733 in/hr
IDF Curve = Raleigh-Durham.IDF
Tuesday, Aug 17 2004,1:59 PM
Peak discharge = 80.74 cfs
Time interval = 1 min
Runoff coeff. = 0.58
Tc by User = 7 min
Asc/Rec limb fact = 1/1
Hydrograph Volume = 33,909 cuft
Post-Dev Basin #1
Q (cfs) Hyd. No. 3 - 25 Yr
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0 00
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0 00
9
0.0 0.1 0.2 0.3
Hyd No. 3 Time (hrs)

Hydrograph Plot
Hydraflow Hydrographs by intelisolve Tuesday, Aug 17 2004, 1:59 PM
Hyd. No. 4
Wet Detention BMP
Hydrograph type = Reservoir Peak discharge = 2.47 cfs
Storm frequency = 25 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 393.38 ft
Reservoir name = Wet Detention BMP Max. Storage = 33,663 cuft
Storage Indication method used.
Q (cfs)
00
90.00

80.00
80.00

70.00
70.00

60.00
60.00

50.00
50.00

40.00
40.00

30.00
30.00

00
20
20.00 .

10.00
10.00

00
0
0 00 .
Q (cfs)
0.0 0.3
Hyd No. 4
Hydrograph Volume = 3,101 cult
Wet Detention BMP
Hyd. No. 4 - 25 Yr
0.7 1.0
Hyd No. 3
1.3 1.7 2.0
3.0
Time (hrs)
10

Pond No. 1 - Wet Detention BMP
Pond Data
Pond storage is based on known contour areas. Average end area method used
Stage / Storage Table
Pond Report 11
Hydrafiow Hydrographs by Intelisolve Tuesday, Aug 17 2004,1:59 PM
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult) Total storage (cuft)
0.00 391.00 12,300 0 0
1.00 392.00 13,756' 13,025 13,025
2.00 393.00 15,350 14,550 27,575
3.00 394.00 16,950 16,150 43,725
4.00 395.00 18,600 17,775 61,500
Culvert / Orifice Structu res Weir Structures
[A] [Bl [C] [D] [A] [Bl [C] [D]
Rise (in) = 24.00 0.00 0.00 0.00 Crest Len (ft) = 15.70 0.00 0.00 0.00
Span (in) = 24.00 0.00 0.00 0.00 Crest El. (ft) = 393.25 0.00 0.00 0.00
No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00
Invert El. (ft) = 387.00 0.00 0.00 0.00 Weir Type = Riser - - -
Length (ft) = 0.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope (%) = 0.00 0.00 0.00 0.00
N-Value = .013 .000 .000 .000
Orif. Coeff. = 0.60 0.00 0.00 0.00
Multi-Stage = n/a No No No EAltration = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 ft
Note: Cutvert Onke outflows have been analyzed under Wet and outlet control. Weu riser checked for orifice conditions.
Stage (ft)
4.00
3.00
2.00
1.00
0.00 1
0.00
Stage / Discharge
4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00
Total Q
Stage (ft)
4.00
3.00
2.00
1.00
000
36.00 40.00
Discharge (cfs)
A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. K1mek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabaee Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax 0: 919-733-6893
Fax To: Grey Methven Fax #: [phone]
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date: 8/12104
Number of pages including cover sheet: 2
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 W." Ce4".VN '?
10Ma6u4mUrhl,RWe0 N[ Cagan) ZIM-1660 _ Dne Caro a
2321 Qaft" 6001-4.6Wa NA. eakgh NaM Caidi?a 21606 1V
Phase: 919 M 11661 FAX 616089EW flnnmal:A "A a6, rtul-12
k Equal4a>ranM;ATmxM Ad. rmgbhx-50%ne *00%POdC--M'FW'
• • •aa1JJK9NVH1 1NaHf10W ZNH05111 aO 51OVd ISAId
XO
ryas
.M,00
9£:ZT ZT-OIIK
Z/Z
9i7£8TL56
Ssznsau
Ha0K
atis assdvga
awis suss
saovd
aNOHd
£689££L6T6 lizs
SQNV1JJZM-6Ma HKVN
L£:ZT IIHS b00Z-ZT-OIIK Elva
Koil 2tL moo DNIMS
??
NCDENR
North Carolina Department al Environment and Natural Resources
Division of Water Quallty
Michael F. Easley, Governor Williem G. Ross, Jr., Secretary
Plan W. I0mak, WE.. Urador
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 Semite Center
Raleigh, NC 27699-1650
Contact Information: Phone 4: 919-733-0203
Fax It: 919-733-6893
Fax To: Grey Methven Fax #: [phone]
Todd Preuninger 919-846-9467
Subject: Stone Creek Village Date: 8/12/04
Number of pages including cover sheet: 2
Notes or special instructions:
The original will be seat in the mail. If you have questions please call Debbie Edwards at 919-733.9502.
4017AiU U0.11- U,11
16%ANa 8ervka 0.. Wlege Ne Cereba 27693155e One
3321 crobvw aw W. Will 250.1 Wah, Na Ceroiina z7ea O Caro Ila
PMn 919 733 1785 /FAX819-733M11r1W"tlmml '/'??'/;J(,?^uy1{I?/CQ ?y/
Rn EgU310ppominlp'WM1rrcEre Pdim bnphyer-581.:, n9lyGCYle%Poet CCnsan9r PBBCr • " tmrl" l?
•'a?sZIIdSNFI2is Z451InOW SN80H21 aO SOEId ZS-dla
X0 SZ'III882i
W09 Ha0w
nzz 100 aKis (IaSCTVIa
££:ZT ZT-OnV aKil sxvss
Z/z saf)vd
L9'v69i786 = HNOHd
£689££L6T6 "15111;
SGNV'I1 M-ZSMa aKVN
i,£:ZT nHS i700Z-ZT-0IIK aZKa
NOINEA00 ONIMS
08/11/2004 09:57 FAX
4 DWQ DORNEY Q001
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
DATE: 1X b w
Project Number: (-S753W > _
TO: NAME: ?1,`b"-0-.,,x. roc I??l CC:
COMPANY:
FAX NUMBER:
FR : 1 •?
The following items are being axed.
For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HARD COPY SENT:
US Regular Mail
Overnight
??- For Your Information
Per Your Request
Please Call
Please Handle
Hand ]delivery
» No Hard Copy Scnt

SUBJECT: y K s tx.rv ;
%Ali
Number of pages including transmittal sheet: S
,S
OiyA???„q,. ?. i?llr' __
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT . ? - _ AT [phone].
*CONFIDENTIALITY NOTICE*
"1`" trausmissiou i.s intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and wua&dential. 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 prohibited- If you have received this
t'ransmrSRion in error, please notify us immediately by telephone and return the faxed documents to us at the above address
via the United States Postal Service.
r• ncbomri Clfti 14ic miv office:
Charla _ ire:
236 LePhillip Court, Suile C 3817-E Lawndalc Drive 622 Coon Mountain Lanc
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
AUG-11-2804 WED 88:32 TEL:[phone] NAME:DWQ-WETLANDS P. 1
FACSIMILE SHEET
FAX NO. [phone]
a
-1329
Exp INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
OR STREAM ORIGIN DETERMINATION PROGRAMS
February 25, 2004
Version 2
Applicant Name: _Centex Homes - Attn. Grey Methven
Applicant Address:
¦ 401 Water Quality Certification
0 Isolated Wetland Permit
O Riparian Buffer Approval
O Stream Origin Determination
# of Determinations Requested
Applicant's phone number: 781-1952 Fax number: 571-8346
Applicant's email address:
Consultant Name (if applicable): Soil and Environmental Consultants - Attn: Todd Preuninger
Consultant address (if applicable): 11010 Raven Ridge Road, Raleigh, NC
Consultant's phone number: 846-5900 Fax number: 846-9467
Consultant's email address: preuninger0sandec.com
Type of action requested under the Express Review Program (check all that apply):
Name of Project: Stone Creek Village
Property size (acres) 15.441 Acres County: Wake
Nearest named stream (from USGS topo map): Turkey Creek
Please provide a brief description of this project (attach site plan if available):
The proposed project consists of residential housing.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
1

Location of project site - please include reference to the county, nearest name town and highway number:
The proposed project is located on the north side of Highhouse Road, approximately 3000 feet west
of the intersection of Highhouse Road and Davis Drive, in Cary North Carolina
Proposed impacts: 0.246 Acres of wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so,
please list which ones. Express Review Course
Which other environmental permits will be needed for this project? Please list them below:
None anticipated
Does this project require approval under the State Environmental Policy Act or National Environmental
Policy Act? NO
Does this project require approval of a 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 respect to public involvement.
This form must be submitted via email (c/o 401express(a,ncmail.net), fax [phone]) or hand-delivered
(Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the
month for the first three months of the Express Review Program (until January 1, 2004). Application
procedures after that time will be provided at a later date. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax with one additional working day. Successful
applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants
will be queried to determine if they want to be in the following month's selection process or whether they
want to follow the normal application process.
Please contact John Dorney at 919-733-9646 if you have any questions regarding this form.
' a
L:y
'V Lam'"ys S? ?.?'?
0
Q 424 • `?? ??
1 °
k- 4.
4/B
1 0 ?g0 ° /... Q 343
t
cq I
400
0
14
Project #: Scale:
01-033 1* - Figure 1- USGS Quad
Project Date: :
Mgr.- to WWI Ri sbee Tract
Miller Development, LLC
Cary, Wake County, NC
- - +--+-4--.4- -
CARY, N. C..
SE/4 DURHAM SOUTH r5' QUADRANGLE
35078-G7-TF-024
PHOTOINSPECTED 1988
1973
PHOTOREVISED 1987
DMA 5255 IV SE-SERIES V842
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
10,
Project t
01.6533
Mqr.: A
f =1320 Figure 2 - Soil Survey
Date:
81001 Rigsbee Tract
Miller Development, LLC
Cary, Wake County, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
x w:°"°a - -0 ?. v vwc. •v-'-'I-= L L2SL
w0L ?aa?vas?
E259 902.2 2000 0922 fi0 jagwnN GPM,
-A ? *-I,U4KV LNe^!I00 PalouMa •y
.0.0.00 lleVI pa nsul ?
slpueyoiayy io; idleoaa uanleu paja}s!69a ?
Ilelnl ssaadx3 ? I!eW pal PLOW
__..r..._ .? ad j eowaS •g
fV •
ON :moleq ssaappe tiangap a91L19 'S3.1 1I
saA p? L?,Luall woo }uaaaylp smpp4,-!IaP.sl •0
-19A!19(3 10 9;e0 p' .. . ..L- ,? fed) R p Alao'Srij g
01119M - 6Z£ I -V0 #aMQ
Z19LZ DN ` 'ale2I
OOtb a;mS `peOU gsng juSnS i0£Z
s0w0H xaluzD
:ol passaaPPV alo!VV • I
•s}lwaad coeds ;l ;uoa; eqj uo .lo
'ooaldllew a4l;o ?loeq a43 of paeo s!4} 4oullV m
•no?( of paeo o4l uan;al ueo gm jegj os
asiana.l a4} uo ssaappe pue oweu anon( luud ¦
•paa!sap sl iGan!la0 paIola;saa;I b wa;l
9191dwoo osly S pue 'Z ' ? swell a;aidwoo ¦
-
assajppy E3 -WW
;ua6y L] ds X
as 'd
iF??}i3}}i?i?i?iilt}iiF{S}?}j}Flii}F;}F?}iFF{?}}?}F?}}i(s}(}}{
t709LZ ON `g2ialuX
OSZ 31inS `p.Fenainog aarlquiD IZ£Z
lion 1g2TS.F0n0 I0t,
f1FIF;no ,Fj% Jo uoisi^iQ 2INEIQ ON
. xoq slyl w V+dlZ Pue 'sseippe `9Lpecl :ino/(,}eljd Oseald :JGPUGS .
pled s99='8 a6e;sod
Pew sse1o-;sold,
' to Sin
i ?•
S IV-LsOd S:31tflS 4311Nn

w!?a --two vt1UC. iucl u4v-l L ?tfb
Sal. ?
jeq&I GoZwos --I je/su-)
0965 902.2 2000 0911 bOOZ aegwnNe101liy
l -Pe) 0-!Ie0 peloul-H y a ?? ?) ! J U O+ C
.0.0.0 0 IleW painsul p
is!puegoaelN iol ld!Soea uwnlaa )a peaels!69y ?
I1e1N -dx3 ? IILVI pag!lae0
ed .L oo!nrSS £

+rn 0Z
ON ? o!aq ssaappL Aan!!ap aalua 'S3 11
SPA ? L L al! ; WeiPAIp sseippL an!I sl 'a

d8A!I0(1 10 SILO •0
SssSAppy ?
lue6y ?
vu x
01TIA- 6Z£i-ti0 #OMQ
ZI9LZ DN'u3?aie2I
00V alms `pe0d gsng n2nS IO£Z
sauiog xaluaD
J n S S? :ol passaappy aloud ' I
•silwied coeds ;I }uoa} eq; uo ao
'aoaldpew eq;;o )loeq eqj of paeo slgl gos)Ay ¦
•noA of paeo aql uanlaa ueo am }eq} os
esaanaa eq4 uo sseippe pue eweu anon( lulid ¦
•paalsap sl fiaanlla0 paJolaISG?l P b wall
ajaldwoo osly •£ pup 'Z ' L swan 9191dwo0 ¦
111141111111111ill1i11111111111111iii1iti1i11ii1Ii1i1111 VII
? j=
b09LZ DN `iI$IaIu2I
OSZ ajmS `P.it=natnog oangnD IZ£Z
liufl 1109'?3gPIOD IOWSPU1211aM
Sliizno .ialuAk 3o uoisinlQ dNgQ DN
kjuud aseald Japuas .
I , x©q s?gl-ui. +df PUP `ssaJppe `aui gy,
--
R1?? saa? ?g, a_fie4sod,-
'. J?OIAIAS IV1SOd S31VIS 0311Nf1
IIl? Sse?O_}s1!? _ 1 till <?
EXPRESS REVIEW SCHEDULE
( 1 2 v ?-'C?
J
PROJECT NAME: 5(6--k- adk- V `1 Q DWQ #: 0(-
ACTION
Acceptance letter
Application received
Initial review/letter
Information received
Field Meeting
Additional information letter ;
Information received
Office Meeting
Additional information letter
Information received
Expiration
ss ed/ jected (circle one)
DATE
8 I C -?
9 1 1??
I I tv(t) q
I?

SOIL & ENVIRONMENTAL CONSULTANTS, PA
s(600

rd k
_j 1

h.
C -. - 07
-G

016950
WETLANDS i 401 GROUP
SEP 13 2004
WATER QUALITY SECTION

x® 1., -
f ?/=?33 strny
Y.
scrip

( v v
~ ~
1 15 6 15 5 . - _ ~ I 1 ~ ~ i s i / i
` ~ 1 i
_ I ' r
I r 1 - - - s ~ -
' - _`-y _
~.,y,. " i r ELAM, TODD, d'pMBROSI
' - ~ c1lrrECTURE ~ URBAN PI,ANNIDIG ~ LANDSCAPE AR
_ ~ CIVIL ENGINEERING ~ LAND USE CUN5ULTING
} ~ 601 WESTON PARKWAY /SUITE 203
a 2 CARP, NORTH CAROLINA 27513 USA
RIP" R/RP
~ a ~ ~ D I SS I M b ' (OFFICE) 919.678.1071 _ ~ , ,:a• 919:6781290
GREfNWAY EASE -HORN PERMI ,r' ; t,,' s MAIL etd bellsouth.net
t ~ AND coNST~uZTI sly-NC~r ~,~tT ~ ~ _ ~ y (E )
SITE PLAN ~ ~ _ . X„ OF TH ~ / ~ - 100• WIDE GONSI=RV~T I ON x ES ~ ,w
~ ~ EASEhENT 1 ~ ! G,4TED FROM S r, LEVEL SPREADER TO
: G1p' ~
I ~ C ~ ~ ,r-- N /F ' °
N a~0 ~ LEVEL ~
x~. ( VUIEUAM B. Ur~CHURCH ? w ~ i SPREADER Ili E 1 9
i 35 PG. 103 ` D.B. 1~ I GE 51 LT ffi
: ~ 1
PIN 07.:..4,...4 ~4~~b~ _ ~ POND ~ 12, FOND t 12, 300 SF RIP-RAP
` ~ R~;;P-R/rP ~ NORMAL ~ TOR 5 ~ ~ _ _ ~ ~P 'SS l SURFACE NORMAL. WATER ~ ~ H ~ SPILLWAY ~ SURFKAE AREA , .
_ _ , _ . .m.. R~ ~1 E.
: I ;GN AI~?D TOPD P - I DED RIP-itAP 3d GREENWA EhENT
R~11 TT I NG B K? MLEY~-(TORN, 7EMiPC . TOR 114 BY K I MLEY ORN, PERMITTING ~ ~ DI SSI PA AND DONS RUCTION NOT PART rm
~ _ ~ . , D I IAN - AN STI~JGT I N~'T PART ~ 9 . ~ OF THIS ITE PLAN "
p~~`~li OFT 3•~,51~. AN N~,F:,.- g, o~ :
. X ,t CLEARING L I Ml(`TS ° _ t BASI N,~RI SER F i LTER .J 1. +F
PROTE<.T I ON f TREE . GATGH ~ .:a BASIN N 5 (TIE TO GB-5) ~ ~ ~
' FlrN~I N6 7 (KH) _ _ _ 1

} r MPORARY D , _ D VERS I ON
, _ _
~ - - _
_o _ _ ~ w.,...
N _ _ 4p \ _
GRAVEL RIP-RAP EK NE CRE STO
. BASIN # ' r. _ ~ I (Kti) ~Ano pArq
. ` no N 3 _ YI # LLAGE VI ~ c~„z ~ . ` 1 2 ~
i oa N_ ` - - FFE :4 p o,r1z \ F 2235 ~ Per
417. 33 " 1927 ~ ~I 0 ~~S
1 no ~ F GI # ° ~ XF N as ~ ~ I I,_ 3 ,9y, ~ _ 06.33 . 3Z 2~y
( f' ~ S ~ Aid, . 33 ^"FFE ~ 34~ Q1 ,~I
~ A ,vo 77 ' E N~
° 1 5~ I 5~~ N 1 ~ 404.33
S ~ o ~ 2~, ~ , I 412.33 oa ~ ~ 40 GS # I E ' ~ s~ _ fl~
f 4 10. - T ~ R I SER ~ o N ? '
- - • „ 0. I 6 E - 3~~ ~ > > CARP, NORTH CAROLINA I S _ ~ t ~ ~ I 405.33
b 413. 33~ JURI SDI GT I OVAL N~
' - ~ _ N DA WETLAND5 AREA 'p%< ti.
_ BW 41 7 ~ sA. .c I I 3 rw 6. o I N ! 0 723 F: OR ~E~'~ ;o i O ,9 - Ob. 33
o ~ 0.246 ACRES a a _ : pc 4 406. I `,f F E 1 . DRAINAGE
4!4.3 408. ..o ~ TW 417 0+ gW 41 n~i Q N ~ ~ I 4 33 N
" I ' In i GRAVEI. RIP pie N ~ ~ - BASIN # f - ~ ~ ~ ~ AND EROSION l,sz ~ 5 55 FE zz zzs fllai ~ 4
r( I ~ TW4~80+ I _ Mme. 9w4~6: ~41 n n - ~ `I~ROL PLAN ZZ CON
1 wF I P-~V{r rw 4~1 . b~ r` I - ~ ~ 4 55 P OR #I TW 419.0+ ~ ~ ^'o W w A, F ~ ' .rSIZ,Z ZOUvd a{Yd v ,vo 1; .ol zl.,o 407.3a N 15 0-
I I yo< 4 0 as S~?25 N 4 ouva airy ' Z rp~ Zlr:O FFE
I ~ FES M
`I Tw 420. o+ :F m a ~`F~ oa co ~ ~ 4I ' . YI V
4 15. 33 ~ 7~ ~ . °N X I ST I NG DRAINED ~ ~ OWNER:
~ 9 TO BE FILLED WITHIN xF `TR - _
h N F rw 421. o o~ •C 92 _ ~ 24 MONTHS BY PERMIT oi~ rFE _ ~ CENTER HOMES bC~ ~ aN
ISSUED BY US ARMY 41 JE-.SSE A. 8c " ~ 4 i ~ 33 ',Y DES I GN..,AN ROV DED 2301 SUGAR BUSH ROAD
_ N CORPS OF ENG I N ; N 24 ~ ~ ~ I0 ~ o FFE - TT I N6 54 ' ~ ~ I MLEY-HORN, PERM SUITE 400
RENEE F. ,~PEEE ~ N ail I 7W 422.0 0 ~ 41 a\ N - TRUGTION NOT ART N FE ;o AND CONS EIGH NC 27612 bl N o- ~ ~ 51 TE PLAN ,
I RETAINING WAIL N° D.B. 5527 PG. 421 + 4 N e aw 41 I ou aa~ N 23 ti FFE 4 11. OF TH t S
I _ ~ GRAVEL RIP-RAP tY ' B.O.M. 1979 PG. 799 • ti ~ 42 ~ [phone] jY 41 N 53 FFE
I n° r ~ FFE BASIN #3 0 / ~ " 411.33 ~ bZ ~ ,~o ENGINEER: I
PIN 0744225775 oa 414.33 ~ 414,3 RIP-RAP TAW 408. ~QQ a 22 ~4 N i ~ 43 w ~ TODD D'AMBROSI
D I SS I PATOR # 3 12 N w I I. FE Y ~ 6 W . 4 15. . . ; ELAM ~ , ti 4 I 3 FFE WESTON PKWY.
T. CLEARING LIMITS 63 w tC 2601 v, aN 41 N I
PUBLI ~o NO FFE O N 9C ~ i ~ S~J11 L+ 203
x-21 8. n o FFE T' I . 41 ~6E 44 ~ a- - CYNTHIA R . & GARY NC 27513 N 4,~'.~.
E. # 38 ~ TREE PROTECTION 414.3' U:. 64 ~ "sG ~ , GI H 0 B B Y 919 678-1071 ~o EDWARD ~ ( )
FENGI NG N GRAVEL P BW 414,7 4I3.~3 u - 45N su 7535
~ 'oN. BASIN RETAINING WALL FFE_ ~ ew o PIN 07440332 ~1 ~ SURVEYOR:
~ ~ 4I 3 t - n I VOT RIP 9 A 6 . NS TANTS UL AND CO
r o~ ~ 13 aA I #2 I 8~ _ L MSS 46 ~ ~-r,- ~1
3 ,z~s ~N ~ 1,:,.~~:. ~ 5540 MCNEELY DRIVE FFE
rw 422. o ' ~ ~ ~ ~o N IYJ 5' . , o~ RALEIGH, NC 27612 PATIO 0+ 2 PA110 414. 33 ~s PAr10
F 0'.11' oa N:. F~F PA110 PA110 I N j 919 510-4464 25n ( )
-FFE ,5. 3 y°+~ ~ry o~~,z PA110 bN PATIO 10~>Ii2 15. 33 ~ FE PATI° FFE 2235 1927 ; , FFE 2235 t9~E FFE c
na ~ ~ F E 2sn I on ~ ~ ml I ~ 4 . 33 I 418. I 19. 33 418. 33 bb 69 41~ 41 . 33 / I bl _ Drawn By: vc~
- ~ D` ~ ~ RE~sED 1927 223+,41 . 33 r ~ art V"~ ~ la~o , 20 65
I ~ N F 18 19 R • o Checked By Cam. ~GLEARING LIMITS
FFE v. I7 ~ F Ib _ C 4ia ~ I I Date: 11-3-03
JOHN EDGAR & < \ 416.33 _ TW421.C a N
BW 4I5.C i ~ KIMBEREEY GAY PERRY _ ` TREE PROTECT I ON Proj#: 2307044 s - 48 i
423 ~ 4 c ~ PIN 074403225 - F~ FENGI N6 - a p . 3 Revisions
nQ FFE da IEW ~t -2 TAFF RE
afi 41 b, 33 ~ - _ - ON _ 413 't 49 6~
a~ _ 416 ~ti 10-04.04 STAFF REVIEW r~ E
TW 420. 0 r NOTES• ~ 415.0 FFE 417. 3 a ' yti
~ I. ALL GONSTRUGTION MUST BE PERFORMED IN ~ 418. 33 ' F ~
OF CARP ACCORDANCE WITH CURRENT TOWN , 70 T 9f 419. ~ ~ 77 Fl`E t i ~ I - 75 744 I ~ ~a
STANDARD SPECIFICATIONS AND DETAILS. 83 --~q 7 ~.80 8 o~a~ 41 ~ ~E<. 41 star t.asl 5caa a~ , A M ~ p, LZ61 € a\
JEGT WILL MEET ALL THE REQUIREMENTS ! 4 °-I a q , 2. THIS PRO << 82 GES st 8I~`'=. FEssZZ tea F Fn3s~n3 l[~it3'.; pled . ~ Zlr,o
RELATIVE TO HEST MMIAGEMENT PRAGT F~ ~ ~ 15~+ I .33 iW 41 B. 0+ p~ 41 . 33 0LL' OLLtld C11Yd tlr,Ol ~ a\ dl",Ol tP,OL t :
~ AND ENGINEERED STORMWATER CONTROL I 4I b. 3 035 al j o°yd ourd o°tld t`' X R~ .S(A Z1 .0 Olttld ZIr~O I OUTLINED I N THE TOWV OF '~3a STRUGTU .t( ° 1 I OUVd i - _ ~ S
GARY UNIFIED DEVELOPMENT ORD I NAGE. TW 4I 7.0+ ury
BW 416. and ~ ~ (GHr~~TER 4. I 418--~~ y~ _ _
_ _ _ -r---- -
, _1 . - -...Y-.. .o :
• r _ . _ - _ _ _ :,,:.,.w^
- _ _ .a - _ _ _ _

CONSTRUCT I ON
DECORAT I VE WALL S
WALL DEC,ORAT I
p ao ioo iao HEET ~
1 SE ~ I
I C-7H HOU es }
SCALE 1'=50 S-5

- _ - ~ J J r_,~ _ -
_
\ \ \ ~ i ~ i - ,
i \ \ ~ll ice' ice' ~~i _ ' - ~ /~i/"~.,~~` I I \ ~..~y_ t \ ~ /ice ~.i~ ~i~ ~~i
1 ~1 ~ wit'-- r- \ \ ~ \ / / i~ ~ i~ ~i~ ~~i \ ~ \ \ \ ~ /ice / ~i~
~ .
\ 1 1 1 1 I I 1 / / / / ~i ~ -Q( 1 ~ ~ / 6, 'per-_ f - 395 ~ ~ \ \ t ~ ~ ~ / i -r - \ \ / ~ i / i \ \ \ \ ~ ice' ice' /
1 1/ i I 1/ / i ~ i 1 1 1 1 / r 1/ l I X 1 1 j ~ F~
\ i / / /
!I / i I
9 /
1 1 1 1 1 / . I I 1/ / / / I I ro /
t\\\ 1 l 11 l / ~ \ ~ \
1111 f / , / ~ \ \1\1 / / / i / / / ~
- 5 a - 392
--~'i~' 1~ 1 r r 1 ? r I c ti 39 ~
\ / ~ I
~ ~
v ~ ~ s 1 - - `x. i ~ " s
1 ~ r
i;~€ 4 N ' ~ -
i .
d I ~ j ~ ~ 1~ \ ~ 0.x,12 ~xlr
3 r .,-,r- r alb MTIp
b ~ ~ 1 ~ ~ --r" I51}b y~"1r
F ZZJ$ ~'M11 ll'rls, IA fib PArq _
N 2 _ O ~ - 40 .3331 27 - 30 ~
I ~ ~ 1 408.3 IAS~ i I 32
n y"1„ k~ ~o R 1`T Avg e~ y~`°~. 34 4 .33
I 1 ~ aN sw I I _ y ~ 5°~q n ~
o ~ FFE " e 3~E ' " 29 ~ 404.33
L ~ E i - _ ~ 410. E 410.
6 e ~ O 6 v b~ ~ b~ ry 3 g
~ z ~ ~ 28 28 I ~F~ i STONE CREEK 405.33
411.0 FFE
r E _ _ TW 416.0 +BW 41 .0 7 ° X411.33 ~ H F~ ~ ~ 27 o FFE „ ~ILLAGE 1411.33 ti
` >r~ m" 27 3$FE" d ~ 406,33
TW 417.0 ~ 9 ~ + 4 406.0+ +BW 41 .0 " 8 u 408 # ~ ~ FE f
I 26 59 40 .33 a a F E 39 N ~ 26 1 58 ~ d~-
TW 418.0 $a' I a BW 40 6 Ilst sett 57 40 .33 55 FFE
~ n 94 +Tw 1.0 412. I TW 419.0+ ° ` W 40 5 ~tel ,~6 olei 412. s£tz a 40 .m ~
L I g a F~ ,~l~w r°~o wv, 407.33. ~ 40 v 4 1 ~0 1 l~,o
+ W 4 t~)"o I ~ 8 0 b sa 25 s 25 a a 4 ou t r1xA raro
I M 3 - ~ Tw 420.0 aR ~Fe ° E FFE 8,3~ CAKY, NORT(l C~ROI.INA
415.33 Q ~Q ~ ~
9 TW 41,0+ n 92 ° ~
b~ ~ e FFE ~ 11~ ~ ~\J'
415. 60 CCC
N N 4 N 24 I 10 v 24 413?33 ~ ~ ~ ~ 1 DRA[NAGE
TW 4 .O4 b~ ~ 91 ~ FFE I ~ I FFE n' S4
BW 41 . 41 . I a 4, ' N o AND EROSION 61 a FFE a
11 ~ o 2 I FFE 411. , r_2~ _ _ ~ 42 i C.(_)NT~OL P~~A~?
FFE FFE ~ <<~ - -r,,11 ~ 4 4.33 414. Bw 406.. ~ n 4 53 ~ FFE ~ H 411,33 ~ ~
1 408. b~ " 1 ~ a 22 l 62 4 f ~ 22
2 _ Tw tto ~ 43 ~ f f~' a
floes r. ~ . 41 . ° 63 ~ 412. I ~ FFE
- -J _ ° \ Bw 40 ~ 21 FFE 4i
E _ +TW 11A ?1 N o 4t ~'~E 44 „
x14 33 64 a ~~,~1 3 u b~ rc
+BW 41 h $9 I 1 0 N a I i ~
~ f~ i _ FF 40 5 413. @ ~ ~N i 45 ~
1 i n I 41 ~ BW 406.0 a~ n 13 0~
a 88 I g
a 4 TW 422,0 ~ 4 N a ~ v i' 8= 1
~ ~ " 14 ~ ~ i N 87 ° 0 o'.+a o'., a'~u FFE
b~ " 1Y~1S' FFE o, apt ?At~o Miq MTID PAIq o~s' 414.33
~ ; HUiO - 415, 33 5.3~ ~ awe o,%~ N Miq PATp ® M110 I N g 2235 1927 2511 ~ 4) ~ f « ~
' n I ~ FE I baL " 86 15 41 . F E Zen I FFE 223 194AE FFE ~u ~ ~ 419.33 4 3 ~
~ 33 ~ I RENSED 1927 22x541 .33 I ~ 418.33 66 67 68 ~ a .33 / ~ 65 ~ , --=~,L.
I _T-~ I ~ N 1e1a Z0 ~ ~ ; 18 19
;~u - ~ ~ 85 ~ 16 FFE` 17 ~ Tw x21.0 +Bw 41 ~ " ~ 416.33
C ,
j 3 ( i
84 FFE _ 48 \
1 ~ 416.33 r _ ~ a ~ - ~ i - 3
--,_._t" . ° sus
~ 1 ~ 49 6~ i ~b
' TW 420A { i I B 415.0 i 50 E
l ~ i ~.,..._.~._J.....k d n FFE I 4~7. 3 ~a ~ --s` ` 418.33
i TW 419,0 ~ - F } ~ 7 75 74 4t . 33 72 71 \
83 77 7 ~ F~E 1 I ~~e
1 << 82 I 0191 1 ~ 4Z 81 SSZZ Ll6l 03SN3N IAt ~ 41 3 StbL LZBI S£ll \ d'+ti` Lt61 I 4
TW 418.0 F qZ 41 .33 F E I 416, 3 o~~st a are 41 .33 ppd ' LIRA _ _ I dlW pna r1~A dtMd J
I ww Haa x ~ .oudi .a ~~A . dpi pA ~~t -
I tw an.o +ew s.0 taw - - ~~~a - A ~ _ y„_~.~- "o- _ _ - -
I
3
- - _.o-.-----^^^..,.
i
1 j I -
I
I
I I. __J-.-
~ I - , ~ 1~ ~ I i .l J
0 50 100 190

SHEET SCALE:1 "=50'
S-5

-~..r- _ _ ~ _ _
' x.
NCDOT STANDARD 2' x 2' GRATE 4" 8" 35" MII 35" MINIMUM 8" 4"
8'-0" MAXIMUM (SEE NOTE 5 FOR ORIENTATION OF GRATE)
VARIABLE AS DIRECTED BY THE ENGINEER
MORTAR BED R . .
SILT FENCE FABRIC N R MINIMUM 10 INSTALLED TO SECOND m ~ ~ . rtu ';.'.<y~ a
GAUGE LINE WIR FROM TOP MINIMUM 12-1/2 GAUGE " o E INTERMEDIATE WIRES 1 P UR _
FR OR ~ ~;w,.
rr •
GRADE ~
~ F ~ ~ p.. I.., ~ -r
z ~ O 0 0: ~ ~s'•`'•
~ ~ ~ ~ tia :,r. .
5:1 MAX, M
NT VI W ~
STEEL POST
N47E~ WOVEN WIRE FABRIC : „s,.:, PIPE R CMP RISER
USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ " ao 1' MIN. FREEBOARD TDP OF DAM WATER LEVEL DURING STORM TRASH RACK
R AND NEVER IN SILT FENCE FABRIC 4 DOES NOT EXCEED 1/4 AC E AREAS OF CONCENTRATED FLOW. ' DRAW-D NN
R o ~ ORIFlCE PVC)
~ F1LL SLOPE r' ~ SEDIMENT I I OPE 2 1 2: 1 _ FOR AY NORMAL POOL ELEV. II f' MINIMUM FORESL / III "
n z r FOR REPAIR OF SILT FENCE FAILURES,
~ USE No. 57 WASHED STONE FOR ANCHOR CONCRETE P WHEN SILT FENCE IS PROTECTING ~ MrvK GATE VALVE III •0 MINIMUM BACKSLOPE J : 1 P VI ~ o~A w/KEY I i I
{ M , ~w " CATCH BASIN. 3000 P.S.I. SECTION i a••},~• EARTH DAM ~ m Y
l 6" MINIMUM COVER
~ o OVER SKIRT ' ~ 1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY 8E USED. 3E USED. DISSIPATOR PAD
~ iv IR CTED 2 FOR 24 INCH R.C.P, AND LARGER USE PIPE DIAMETER PLUS 12 INCHES FOR MINI ANCHOR SKIRT AS D E VCHES FOR MINIMUM INSIDE DIMENSION. ANn-FLOAUTtoH oEacE RIP RAP
BY ENGINEER • 3. GRATED INLETS SHALL NOT 8E USED WITHIN TRAVEL AREAS. 4. STANDARD STEPS REQUIRED ~ 16 INCHES O.C. WHERE DEPTH EXCEEDS 3 FEET, CEEOS 3 FEET. ANn-SEEP coLLAR
~ 5. WHERE STEPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB SHALL BE USED SHALL BE USED AS TOP AND GRATE ~~iS~pESbRIPTIbN D !.BATE _ qdP OUTLET PIPE
~ POSITIONED OVER STEPS. I W er 6, YARD INLETS DEEPER THAN 10 FEET SHALL REQUIRE DOUBLE WALLS. 2E M,iX. SLOPE LS.
S DE VIE er DETAIL No.
DETAIL No. STD. Nb.
FRAME STANDARD YARD INLET WITH GRATE AND ~ .02 FRAME 08000
STANDARD TEMPORARY SILT FENCE 04000.01 sir ~ a~ ~ EFFECTIVE: 07!01104 SHEET , aF ,
EFFECTIVE: 07101/04
- T RMWATER TABLE
~ - ; ~~e 91o e
- ! i. v Invert Dn Invert U Len th p N F~ CREEK _ ine ~ Rim ale p 9 STO _ _ Inlet L _ _ _ _ , _ _ ~ r ; _ ~ ~ _ _ _ ,
' ft in t ) _ ~ ft eft) (ft) O ~ J t ~ _ _ VILLAGE
_ } . _ _ _ _ .80 ' 53.6 36 0.56
,SCHEDULE SEEDING _ _ - GB#9 GB#9-FE5# I 0 , 402.05 392.50 392 _ _ _ _ ~ 49 - _ _ _
15 30.7 0 ' , CB#8 CB#8-GB#9 1402.05 397.40 397.55
< - 406.25 397,65 398.50 8I.0 l5 I .05
_ 406.25 401.00 401.25 24.6 15 1.02
CI#5A CI#5A-C~5 _ _ _ _ _
133.8 ' 30 0.67 ' CB#7 CB#7-CB#9 399.40 393.30 994. _ _ _ _ _ - 30 0.49
E GB#6 GB#6-CB#7 399.40 394.30 ._394.45 , 30.7
' 394.95 395.90 67.6 24 I.4 I CAKY, NORTH CARO[,INA 17-CB#6 ' 400.70
i GI# 17 CI# M _ ~ 24 2.68
M11# 16 MIi# 16-CI# 17 ~ 403.60 396.20 398.75 95. I
! ; 4 I .20 I 77.3 24 2.78 CI# 15 GI# 15-Mti# 1 6 1 405.70 399.05 0
~ ` ' ~ 2.93 ' M11# 14 ! M11# 14-GI# 15 i 406.50 40 I .30 402. I 0 ; 27.
f D RAINAGE & 18 2.91
I# 19 CI# 13-Mh# 14 i 410.60 402.60 406.70 141.0 C 2.64 ROS10N CONTR
- .5 15 E CI# 12 ~ CI# 12-CI# 13 4 12.70 406.95 409.05 _ _
~,~4 ~ - TAIL ' i - ~ l ~ ~ Yhil I I ~ YI# I I - C I# 12:~ 4.t~.5 Q S~ ~ p9..~. ~ ~ #~t C3~
<~n~7 Tai u ~ ~ . - . ti. 0 Itt? ~'n--s" ~ , , ~ ~ Y' v ~ , ~ L-."`• _ 4.7 15 0.49
n~ i r1T1LIT1~~ i'~~~tir~Nc =-T~ a.- ' , - t~; _ ,~°`''i'f ~~~1~``~~' ~R1`` ~ ~""'~aw. GI#23 ~ CI#23-CI# 17 400.70 397. I 0 397.22 2 ~t ' ~ I S 1.82
I ~ . - ~ ~ CI#22 CI#22-MH# 16 804.50 399.70 400.25 30. .
i - 404.50 400.35 400.75 24.5 15 1.63 CI#2I CI#21 GI#22
` _ ~ 9.7 15 I .01
CI# i 9 CI# 19-MFi# 14 407.00 402.85 403.15 2 97.3 I 15 0.5 1 ± ,
YI# 18 ~ YI# 18-CI# 19 408.75 403.25 403. ' - . ~ 0.5
I8 ' YI#20 ~ YI#20-Mti# { 4 406.50 402,55 403.00 87. _ _ _ _ _ _ _
- 4 7.00 ~ 124.0 I5 0.8I GI#25 ~ FE9#26-CI#25 ~ 4I I . I0 406.00 0
PREPARATION SEEDBED _ , ; I _ 15 0.74
! 24 CI#24-GI#25 ~ 410.90 407. I 0 407.30 ; 27.0 ~ _ Ci#
_ ' 24 0.49 I#3 I GI#3 I -P~5#32 412.00 406A0 406.30 , 6 I.0 G
I _ 8.'90 68.0 18 I ,69 I CI#30 CI#30-CI#31 ~ 413.20 407.75 40 _ _
~ ~ _ - _ I .63 Ia _ 0 4o9.4a 24.6 _ GI#29 CI#29-GI#30 413.20 409.0 ~ _
_ ~ _ _ _
_ 409,50 41 I .70 ; 133.6 18 1.65 GI#28 GI#28 CI#29 1415.30 _ _ „ _ _ ~ I .2
24 -CI#28 416.50 41 1.95 413.00 i 87.6 15 _ YI#27 YI#27
5 1.69 _ p 408.00 409.15 ~ 70.4
R t ~ R PROTECTION ZON CI#34 CI#94 CI#3 I 413.2_ _ _ EE _ _ _ KEEP OUT of TREE
~ # _ 09.25... 409.65 ! 24.5 ; 15 1.63 AVE AREA KEEP OU CI#33 CI#39 CI#34 i 4 13.20 4 _ I
SIGN.. DETAIL: 06.00 X06.85 ; 120.0 24 0.7 I ' ~~'TAIL CI#37 i CI#37 F1:5#38 , 41 I .60 4 -
24 0.83
I#36 ~ CI#96-CI#37 ~ 41 1.60 406.95 407.20 ~ 30.0 C I,I5
10'MAX 5-CI#36 ~ 413.50 ~ 407.70 ~ 408.75 I 91.0 18 . TENAX BEACON SAFETY YI#3 5 YI#3 10 MAX.SPACING FENCE-FLUORESCENT
CONSTRUCTION SE4UENCE 406.40 ' 76.0 24 0.53 I AL M11#43 Mr1#43-FE5#44 ~ 41 I .60 406.00 ORANGE TYP C
I 0 406.50 406.801 57.6 ! 24 OS2 CI#42 CI#42-MIi#43 ; 41 .2
_ 24 0.8 I
4 I CI#4 I -CI#42 14 I i .20 406.9D 407. 10; 24.7 CI#
Tree D~ 4 I .09 Tree Protection Ar _ 0-CI#4 I 4 12.70 407.20 407.90 j 64.2 2 Do Not Enter CI#140 CI#4
' I 408.80 I 24.5 18 I .63 CI#39 CI#39-CI#40 , 412.70 408.40
5 0.73
39A GI#39A-C~39 ! 413.70 409.05 409.85 ~ 109.7 C i# i 0.6 ~
. ~ I#45-CI#4 I ! 4I 1.00 407.55 407.75 ' 33.2 YI#45 Y
z -
SUB{ SUBGRADE ~ - N _ -
~II .
DETAIL:
r
r cA
-
-
TREE PROTECT ~ FENCING DETAIL ROTECTION
SHEET
S-6

~ _ -
m2
EIP ~ o
PIN#0744-14-8785 ~
LANDS OF WILLIAM G,~ o .yG~
8. UPCHURGH N ~y
DB 1035 PG 103 N
60' WIDE PRIVATE W
A AccESSAND urlcm z
G ~ ~n 9,~ EASEMENT P/N# 0744-33-4211 SITE
~ , g°E o 9 0 2 ~ o LANDS OF STONE HIGH HOUSE RD.
6 Z N ~ CREEKVILLAGELLC o v
33 G9 D810690, PG 972 7Y N--~ N Z N
~ G BM2004, PGS. 737-739 O~ O v
'0 , g E ti ° 2~ o~
13 .o ~ 9 o0 N VICINITYA9AP
~ ~ ,SO ~ ~ ~ ~ 2~ ~ N.T.S ~
< ~ 10 c
S ° , 66' N no ~ WETLAND DELINEATION
~ - n ~ W - ~ , ~ ~ FOR ~ ~o
a ~ E~ $ l ~ X11 ° 15 N AT'F EAS ~ ~ d~
0 3 s° ACCE I L I Ty 7 ~ SS UT N D db'p29 _ _ b
~ WL a1 ,08 F EIP ON N W ~3 F o,• ~ ~ 5>3' ~
w g ~ C 2 ~ 02 EXTENDED a o WL 03 o ~ ~ a
m Wwt 20 a a wL ~ r.
o.~o ~ ~ o WL 19 ~ TIE Wt ; WL 05 ~ 0 2301 SUGAR BUSH ROAD SUITE 400 .tF ' EIP ~ rP '
~ 2 ~ rJ00 514$ W WL 1T . , ~ ~ o0 0 ~ . RALEIGH, NC. 27612
IPl)N ~ , r~r ~ SEE E ,_~P 24.36 - ~ ; ' ~ L~ N
" " LINE EIPl7N WL 16 LOT DETAIL A EXTENDED ! .2S' LINE ~ ElP ~ ~ ; ~ ~ .15' i y ° GRAPHIC SCALE
~ 210.01 , , , ; NTS ~ ~ , : . a 4o ao Asa
° " N °44'38"W ~ WL 15 , , N 0438 W 269.29 JURISDICTIONAL WETLANDS ~ , - i, ; ! HEREBYCERTtFY THAT THIS PLAT IS OF THE FOLLOWING TYPE: 0744-42-6978
SEE SEE " . • AREA 10 % ~ 08 DETart s t a ,723 S.E ; LAl ~I13S OF STDIdE t3ETAIL "D" THE SURVEYIS OF EXISTING BUILDINGS, OTHER STRUCTURES AND
` OR 0.246ACRES ~ 1 ~t! WL 09 W CREEK 1/ILLAGE LLC NTS NATURAL FEATURES, SUCH AS WATERCOURSES,PONDS, TREE LINES,
~ b • WL 10 DB 10690, PG 972 ~ ~ FEET ~ TRAVELED WAYS,ETC.
EIP th ~ WL 13 tc~ WL 11 1 inch = BO ft" BM 2004, PG 737/739 t, MARK J. OROPALLO, PLS N0. L-4188, CERTIFY THAT THIS
q.05' ~i L 12 o~ W A~4P WAS DRAWNFROMANACTUAL SURVEYIv1ADE UNDER
N~ ~ MYSUPERVISIONAND SHOWS THE LOCATIONS OF SECTION 404
. PIN# 0744-22--5775 JURISDICTIONAL AREAS AS DELINEATED BYS AND E. C. OF RALEIGH, N.C.THATTNEBOIINDARIESNOTSURVEYEDARECLEAIiLYINDICATED
E EA. & ~ J ~ EIP E~'' 1 tNA R KE F INFORMATION B O N LINETYPE, AND ARE DRAWN ROM
RENEE F. SPELL PIN # 0744 23-4078 SOURCES LISTED UNDER'T2EFERENCES ; THAT THE RA 770 OF
DETAIL "B" DB 5527, PG 421 ' EtP { LANDS OFCENTEX SEE Mrs BM 1979, PG 799 SEE NOTE,f T PRECISION AS CALCULATED 1S 1:10000 OR GREATER. THIS PLAN ' DOES NOT MEET THE STANDARDS /NACCORDANCE W/TH G.S 4T-3a
HOMES DETAIL "D" ' ~ ~ BM 2004 PG 737/739 ~ ASAMENDEDAND IS NOT FOR RECORDATION. WITNESSED
D8108110 PG 168 ~ BYORIG/NAL SIGNATURE; L/CENSENUMBERAND SEAL THIS 16TH
AREA =672,630 S.F. PIN#0744-32-6702 DAYOFJULY 2004. U ' X
- ~ OR 15.441 ACRES LANDS OF CENTEX Q ~••rtr••rr•,M HESS/ .
ZONED PDDMAJOR HOMES ~ w 0744-32-9641 ~ ~,4 04,.~~r'
S02°03'28"E i BMZt304, PG 737/739 N13°4134"W WL 21 0.14' ~ LANDS OF STONE a Q ~ ~ S~(, > CREEK VILLAGE LLC •
D810800, PG 163 4.53 ZONED PDDMAJOR ~ ~ DB 10690, PG 964 r i9' ~'i
~ ~ G1 a- BM2004, PG 737/739 - '9'•;k0 ~t~•' ~
WL 01 f •.,~tIHV~+• W ~ rr:r o J, ~Q
t , ,
i
WL 02 ' o Professional Land Surveyor Lic. # L-4188
/ WL 2
~ - PIN# 0744-22,5423 0744-32-6434
" JOHN EDGAR & W DETAIL C - LANDSOFSTONE THIS CFR7?FlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE gnUNDAPY OF Tf E J!IRISDICTION OF SE~~RGN 404 DF THE ~"_EAN WATER
K/MBERLEYGAYPERRY NTS DB 3095 PG 430 ~ ~ CREEKVILLAGELLC ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE
n~ ~ v v D$106~, PG 972 IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMI-
BM 1979, PG 799 ~ o v N w~ o ~ BM2004, PG 737/739 NATION OF SECTION 404 JURISDICI)ON MAY BE RELIED UPON FOR A PERIOD V NOT TO EXCEED FlVE YEARS FROM 7HIS DA1E. THIS DETERMINATION WAS MADE
? ti, N ip UALIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEA710N MANUAL.
pR,
m m : pis ©A NAME:
--F SEE T ' EIP DETA/t "E"
C5 ° ~ „W " 524.49 C5 TITLE: 5
° „ S87 18 36 0 yy c gg6 0659 W S86 5948 N.C.~ .S.R. 161 ? N.C
' EIP O 959.x6 135.05 EIP I~ DATE:
EIP
UBLIC R/VV _ _ - ( DTH F' RIgBLE Wl _ VA _ - _ _ - NOTE:
5 _ - WETLANDS WERE DELINEATED BY SOIL & ENVIROAIMENTAL
5 1M'~ _ _ CH ~ CONSULTANTS, INC.
ON _ _ r
REFERENCES
EIP uNE 9OM 2003, PG, 1048 i ~
84M 2004, PG. 137
- BOr1! 1998, PG 2407 0.80'
CURVE TABLE BOM 1979, PG. 798
~ DB 1035, PG. 103 D810800 PG. 168
CURVE RADIUS ARC CH.BEAFitNG CH.LENGTH DETAIL "E" D810800, PG.163
C1 270.04' 124.10' S79°13`09"E 123A1 ` 26°20'05" NTS D8 5527, PG. 421
2 575.61 404.39' "E 369.13' ° " C S86 1036 44 1456 DB 10690, PG. 972
428.37 218.31' 88°1T 7"E 215.96' " G3 N 5 29 1241 D810fi90, PG. 964
DB 3096, PG. 430
C4 1212.50' 399.01' S3°29'11 "W 397.21' 18°51'17"
NOTES: , o" C5 4064.36 119.19 S86 4920 `W 919.18 1 4055 TOWNSHIP: TATS: S
1. ALL D/STANCE5AREHOR/ZONTAL GROUNDAND THEAREA /SBY ' ~ ° " 3 ' " C6 575.61 262.63 S79 0719E 260 6 26 0821 CEDAR FORK TH AROtINA NOR C
COORD/NAlEGDMPUTAT!{JN. ° ° " COUNTY: DATE:
" C7 5l5 67 126.24 N79 5853E 125.99 12 33 Z. THEPR©PERTY/NfORM.4T/DN/SBASEDONPLANSENT/TEED BOUNDARYSURI/EY WAKE JUtY 12, 2004
DfR/GSBEE TRACTS, H/GHHDUSEROAD & DA~ISDRIVE"PREPARED BYTHEJOHNR, C8 481.54' 274.05' N13°18`51 "W 270.31 32°36'38"
McADAMSCOMPANY, /NC., DATEDJUNE 17, 2003, AND "RECOMB/NAT/ONPLATFOR C9 330.04' 96.06' S79°52`39"W 95.72' 16°40`39" DRAWN BY: PD
STONECREEKVILLAGE, LLC, STONECREEK~/LLAGETR4CTS 1,2,3& 4", PREPAREDBY LEGEND.'
H{/NTERC/V/L TECHNOLOGIES PLLC DATED,~Ot~2004 REt9SED T04/22/04AN0 C10 270.44' 75.75` S79°34'34"W 75.50' 16°0429" WETLANDS FLAG TABLE
DEEDS FF/CE/NBOM2004 PGS. C19 481.54' 60.56' N26°40'5T'W 60.53' 7°1225" RECORDED/N THEWAKECOUNTYREG/STER Of 0 , © EXISTING PROPERTYCORNER FENCE FLAG N0. NORTHING EASTxING CHECKED BY: DZ
737-739, ON4/3~004. C12 481.54' 213.49' N49°42'38"W 211.74' 25°24'13"
~ 3. ONL YCOPIES Of TH/S SURi/EYW/TH THELAND SURI/EYOR'S ORIG/NAL O O IRON P/PESET ® CABLE TELEVISION PEDESTAL 01 742998.05 2043060.35 02 742976.38 20430&1.13 1
S/GNATURE&ANOR/G/NAL EMBOSSED fNKOR SCANNED SE,4L ARE THE C13 575.67' 15.52' N87°02'09"E 15.52` 01 °32`41 " a Q h o PRDDUCrOf THELaNV suRVEYOR Q MATT~E1l~4TtCALP0INT TELEPHONE PEDESTAL DRAWING: 99-041 ® 03 742979.39 20439.14
4 TH/SSURVEY~YASPREPAREDfOR THEPART/ESANOPURPOSEIND/GATED EXIS77NG CONCRETE
HEREON. ANYEXTENSfONOf THEUSEBEYOND THEPURPOSEAGREED TO MONUMENT Q TELEPHONE MANHOLE x4 742970.08 2043093.45 05 742965.36 2043115.56 SHEET
BETWEEN THECL/ENTAND SUR~E'YOREXCEEDS THESCOPEOF THE OS S SANITARYSEWER MAN HOLE FIRE HYDRANT Q 06 742952.47 2043131.28
E/VGAGEMENT. WATER MANHOLE x7 742324.53 2043105.40
° R/W 5. PROPERTYlDENTIf/CATIONNUMBERS, ADJOINING OWNERS, DEED BOOK& BDOKOf R/W RIGHT OF WAY OF pd WATER uALVE OS 742874.02 2043091.01
MAP/NfDRMATION TAKENFROMPL4NS OfRECORDAND TffE Off/CIAL TAX FIBER OPTIC CABLE WARNING 09 742556.86 2043073.38
RECORDS Of WAKECOUNTY. UTIL/TYPOLE 10 742855.07 2043051.34
6. Tt/ESUBJECTPROPERTY/SNOTLOCATED/NA SPEC/AL fL00DHAZARD EIS - EXISTING fRON STAKE -OHP- OVERHEAD POWER LINE 11 742856.30 2043034.87 SUR KEYED
~ AREAASDETERM/NEDBYTHEfL00D/NSURANCERATEMAPPANEL DB -DEED BOOK 92 74 by EIA -EXISTING IRON PIPE 2$39.83 2043030.51
4 NUMBERS37183C0290Ec~ 37193C0293E, EFFECT/I/EDATEOFA/ARCH3, 1992 AS EIS m PB - PLAT BOOK 13 742837.26 2043015.63
PL/BL/SHEDBYTHEFEDERAL EMERGENCYMANAGEMENTAGENCY(fEA~9J. tPS IPS -IRON PIPE SET NTS -NOT TO SCALE 94 742$57.79 20430x9.74
7. PROPERTYL/NEASPERWAKESCOUNTYTAXMAPS, PROPERTYL/NEREMO~ED R.R. -RAIL ROAD RAIL IWF -NOW OR FORMERLY 15 742897.68 2043x09, 65
BYBOM20©4. PGS 737-739. R.R. ASS LAND CONSULTANTS
eo 8 THE SOLEPURPOSE OF THISPLA TIS 70 ILLUSTRATE THELOCATIONS OFSECTI0N404 P/0 P/0 - PART Of JURISDICTIONAL WETLANDS rv i'f v«.01 tU'F0UI0.IU - i, -
JURISDICTIONAL AREASASDEUNEATE©BYS. ANDS. C. OFRAIE/GH, N.C. AND IS/YOT FOR 17 742946.90 2043016.65
RECORDATIONIN THE WAKE COUNTYREGIS TER OF DEEDS OFFICE. S 5540 McNeely Dr. Phone [phone] 742961.65 2043036.45 Suite 101 Fax [phone]
19 742959.22 2043049.68 Raleigh, NC 27612 Email: oropallomj®mssland.com
20 742971.02 2043051.07
21 7430,00.91-1 2043043.78 -Committed to Total Quallt,? SarWcg-
0