20041262 Ver 1_COMPLETE FILE_20040802

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. Klimek, P.E., Director
August 26, 2004
DWQ EXP No. 04-1262
Johnston County
Royal Flush Development, LLC
Attn: Marty Gilbert
PO Box 236
Clayton, NC 27528
Subject Property: Plantation Point-Phase V
UT to Neuse River [03-04-02, 27-(38.5), WS-IV, NSW (nutrient
sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
per the Neuse River Buffer Protection Rules (I5A?NCAC 2B .0233) with
ADDITIONAL CONDITIONS-EXPRESS REVIEW PROGRAM
Dear Mr. Gilbert:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 0.017 acres of wetlands, 148 feet of streams
and 14,644 square feet (ft) of protected riparian buffers for the purpose of a road
crossing at the subject property, as described within your application dated August 2,
2004 and the additional information submitted August 9, 2004 and August 20, 2004. After
reviewing your application, we have decided that the impacts are covered by the N.C.
Division of Water Quality (DWQ) General Water Quality Certification Number 3404
(GC3404). The Certification allows you to use Nationwide Permit 14 when_ssued by the
US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B
.0233. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control, Non-discharge, and Watershed, Water Supply 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
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: httn://h2o.enr.state.nc.us/ncwetlands Nahmalill
n- e_.._1 n___.._:a 1A=..r..a:.._ n_a:_.. -1 ___.
Royal Flush Development, LLC
Page 2 of 5
8/26/04
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:
Amount Plan Location or Reference
Approved Units
Stream 148 feet Sheet 1 of 2
404/CAMA 0.017 (acres) Sheet 1 of 2
Wetlands
Buffers 14,644 (square Sheet 1 of 2
ft.
2. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table
below. We understand that you wish to make a payment to the Wetlands
Restoration Fund administered by the NC Ecosystem Enhancement Program
(EEP) to meet this mitigation requirement. This has been determined by the DWQ
to be a suitable method to meet the mitigation requirement. Until the EEP receives
and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur.
The EEP should be contacted at [phone] if you have any questions
concerning payment into a restoration fund. You have one month from the date of
this approval to make this payment. For accounting purposes, this
Authorization Certificate authorizes payment into the Wetlands Restoration
Fund to meet the following compensatory mitigation requirement:

Compensatory Mitigation
Required River and Sub-basin
Number
Stream 294 feet 03-04-02
3. Buffer Mitigation (EEP)
You are required to mitigate for impacts to the protected riparian buffers. The
required area of mitigation to compensate for impacts to the protected riparian
buffers is 35,481 square feet as required under this Authorization Certificate and 15A
NCAC 2B .0242. We understand that you wish to make a payment into the Riparian
Buffer Restoration Fund administered by the NC Ecosystem Enhancement Program
(EEP) to meet this mitigation requirement. This has been determined by the DWQ to
be a suitable method to meet the mitigation requirement. In accordance with 15A
Royal Flush Development, LLC
Page 3 of 5
8/26/04
NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation
requirements under 15A NCAC 2B .0233(10). Until the EEP receives and clears
your check (made payable to: DENR - Ecosystem Enhancement Program Office),
no impacts specified in this Authorization Certificate shall occur. The EEP should be
contacted at [phone] if you have any questions concerning payment into the
Riparian Buffer Restoration Fund. You have one month from the date of this
approval to make this payment. For accounting purposes, this Authorization
Certificate authorizes payment into the Riparian Buffer Restoration Fund to
compensate for 35,481 ft of required riparian buffer mitigation for impacts to
14,644 ft2 of protected riparian buffers; 03-04-02 river and subbasin."
4. Diffuse Flow
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC
02B .0233(5)), you have provided the DWQ with level spreader designs dated
August 2, 2004. The DWQ believes that if implemented, as per these plans,
diffuse flow will be achieved. However, if diffuse flow as per 15A NCAC 02B
.0233(5) is not achieved, then the DWQ shall be notified and corrective actions to
restore diffuse flow shall be taken if necessary to impede the formation of erosion
gullies.. At no time shall stormwater from the proposed development be piped
directly through the buffer without prior DWQ written authorization.
5. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance
for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. A sample deed
notification can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetiands. The text of the sample deed notification may
be modified as appropriate to suit to this project.
6. Level Spreaders
All level spreaders shall be designed, installed, and maintained in accordance with
NC Division of Water Quality standards.
7. 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.
Royal Flush Development, LLC
Page 4 of 5
8/26/04
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.
8. No Waste, Spoil, Solids, or Fill of Any
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Preconstruction Notice
Application. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
9. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall riot be placed in wetlands or waters
to the maximum extent practicable. If placemertt 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.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401 /Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
. 11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review
Program in writing at the letterhead address within 10 days of the commencement
of construction.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and as
authorized by this Certification, shall expire upon expiration of the 404 or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes
to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-
6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Royal Flush Development, LLC
Page 5 of 5
8/26/04
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act and the Neuse riparian buffer protection rule as described within 15A
NCAC 2B .0233. If you have any questions, please telephone John Dorney at 919-733-
9646 or Debbie Edwards at 919-733-9502.
Sincerely,
AW K/dae
Klimek, P.E.
Attachments: Certificate of Completion
GC 3404
Cc: Neal Floyd-Neal Floyd & Associates, Inc.
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041262 Plantation Pt(Johnston)EXP+buffer
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
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Royal Flush Development, LLC has permission
as outlined below to impact 0.017 acres of wetlands, 14,644 square feet (ft) of
protected riparian buffers and 148 linear feet of streams for the purpose(s) of
constructing the proposed road crossing in Johnston County. All activities associated
with these authorized impacts must be conducted with the conditions listed in the
attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT
PROGRAM
LOCATION: Plantation Point Subdivision, Phase V
COUNTY Johnston
BASIN/ SUB BASIN Neuse (03-02-02-01)
As required by 15A NCAC 2H.0500, and the conditions of this Permit, you are required
to compensate for the above impacts through the restoration, creation, enhancement or
preservation of wetlands and surface waters as outlined below prior to conducting any
activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem
Enhancement Program must be rounded to one-quarter acre increments and linear foot
requirements must be rounded up to the nearest foot according to 15 2R.0503(b).
Impacts:
0.017 Acres of riparian wetland
148 Linear feet of stream
14,644 Square feet of riparian buffer
Mitigation:
294 Linear feet of stream buffers
35,481 Square feet of riparian buffer
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: hftp://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/100/6 Post Consumer Paper
NorthCarolina
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Royal Flush Development, LLC
Page 2 of 2
8/26/04
In correspondence dated July 2, 2004, the EEP indicated that up to 588 linear feet of
mitigation will be conducted by EEP if necessary.
One of the options you have available to satisfy the compensatory mitigation
requirement is through the payment of a fee to the Wetlands Restoration Fund per
NCAC 2R.0503. If you choose this option, please sign this form and mail it to the
Ecosystem Enhancement Program at the address below. An invoice for the appropriate
amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE
ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION
THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM
ENHANCMENT PROGRAM.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
1619 Mail Service Center
RALEIGH, N.C. 2766-1619
[phone] ?.
Filename: 041262 Plantation Pt(Johnston)EEP
A 4 :':
......... .
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 3, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Royal Flush Development, LLC
Attn: Marty Gilbert
PO Box 236
Clayton, NC 27528
Subject Property: Plantation Point-Phase V
EXPRESS REVIEW PROGRAM NOTIFICATION
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1262
Johnston County
Dear Mr. Gilbert:
On August 26, 2004, the Division of Water Quality (DWQ) issue your Water Quality Certification to
construct the proposed subdivision. Within the Water Quality Cet'tification 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 17, 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,
L"i Cyndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Neal Floyd-Neal Floyd & Associates, Inc.
DWQ Raleigh Regional Office
File Copy
Central Files
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/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarohna
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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 Sen-ice Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Marty Gilbert Fax #: [phone]
Neal Floyd 919-676-8395
Subject: Plantation Point-Phase 5 Date: 8.SL1?
Number of pages including cover sheet: T-6
Notes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael 5. Easley, Govemor 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: Marty Gilbert Fax #: [phone]
Neal Floyd 919-676-8395
Subject: Plantation Point-Phase 5 Date:
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Number of pages including cover sheet: -3-g
Notes or special instructions:
The original will be sent in the mail, if you have questions please call Debbie Edwards at 919-733-9502.

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RCDENR
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: Marty Gilbert
Neal Floyd
Subject: Plantation Point-Phase 5
Number of pages including cover sheet: -3'1B
Notes or special instructions:
Fax #: [phone]
919-676-8395
Date: Jam'
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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: httn://h2o.enr.state.nc.us/ncwetlands Naturally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Wetlands Tracking
Facility Name Plantation Point - Phase III
Project Number 03 0835 ? Express
Project Type 1,urpose of road crossing County Johnston
Location Plantmio Point off of Nouw Ri-ver Park- Y,,iv, Cla%toil, NC County2
Received From APP COE ID # Region Raleigh
Received Date JidN? 7. 2003 COE Susp Date Reg. Contact SteNc ltitclrcll
Sent to Region Date 7!28/2003 DCM Susp Date APPLICATION FEE INFO
Rcvd Region Date TIP Number Payment Date 7/7/2003
Last Action Date Seprember11,2003 More Info Requested 7/15/2003 Amount Paid $200.00
Last Action Issue General More Info Received 9/17/2003 Payor Neal Flog d
Latitude (ddmmss) Mitigation ? Check # 1777
Longitude (ddmmss) COC Received Date
Public Notice Written Public Notice Comment Period
Date Received Date Ends Date
Certificates' streamArea
Area Length i Length
(acres)
Permit Wetland) Wetland Stream Class Wetland ) (acres) I (feet) I (feet)
Type Cert # Type Impact Score Index Prim. SuppSubbasin Class Req. Appr. I Req. Appr.
14 ;4o4 Stream O Y O v 27-06.5 NSVv 030.402 stream 0.07 ' 0.07 146.00 146.(7 ?
NPR BA Buffers-?O O N 030402 error 0.1S l
OY ON
0,21 r t4(l II(i
sk k' acts (ft.) 1 -1 A,
WRP Area Length Mitigation
Mitl at9 Yp Project Wetland Wetland Completion Peren Inter -
Number - ? ? Subbasin
Mlti ationT e Number Type Class (acres) (feet) Date nial mlttent
?.
T° ail Mltigation:._?
.9dommomm. '?4?
Dalton Engineering ---.__._............
and Associates, P.A.
LETTER OF TRANSMITTAL
TO: 4otm bftuaA NISIoN of MGM QVAUrY DATE: 6 / Zo / 04
ATTENTION: Lkwzy EDwAans REFERENCE PL.ewrarlow Powr - PMAw 5
We are sending you (?) Attached ( ) Revised Plans
( ) Shop drawings ( ) Prints ( ) Plans ( ) Specifications ( ) Samples
( ) Copy of letter ( ) Change order ( )
Co ies Date Dw . No. Description
7 Own -M Pa SNITS - PA69S 9 of /Z /O of /Z
7 04015 KEY/SIOV OOZ • N.C.D.agZ. SrAFAM CA.aS&d
T - SN6ET5 / of Z Z of Z

THESE ARE TRANSMITTED as checked below:
(V)For approval ( )No exceptions taken
( )For your use ( ) Make corrections needed
( )As requested ( ) Submit specified items Q
( )For review & comment ( ) Rejected
w?\G?' ? n3
( ) Revise & resubmit copies for approval
( ) Submit copies for distribution
( ) Return corrected copies
( ) Revisions as Requested
Copy to: FILE Signed
446 East Main Street - P.O. Box 426 -Clayton, NC 27520 -[phone]/Fax [phone]
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp: 'h2o.enr_siare.nc.us.N%-rP inJe\.han. It'
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): 2
Amount of buffer mitigation requested (square feet): 51915 ' s.r
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
1X. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes E] 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 n No
If yes. has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes EJ No N
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 213 .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 F1 If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact Required
(square feet) Multiplier
Mitigation
'T5(p/ 1 4 010 3 27j 030 ! (pQj?j
Total 14 1.5 9J451
.Zt 7 5 I
i(.44 35 481
Zone I extends out 30 feet perpendicular from near bank of channel; Zonr 2 extrnds an 4-34
` additional 20 feet from the edge of Zone 1.
awat 1 is-53 -, S -- f buffer mitigation is required, please discupe 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 213.0242 or-.0260.
X1. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetland.
4
XI1.
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes EJ No M
Is this an after-the-fact permit application?
Yes E] No 4
Page 10 of 12
Sewage Disposal (DWQ Only)
CDWQ(?Stream Classification Form 1
IJ ~ ?n
Project Name: P6WYV ( N River Basin: County: Evaluator:
DWQ Project Number. 1- Nearest Named Stream: Latitude: Signature:

Date: a/((ofo USGSQUAD: Longitude: Location/Directions:
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the bestprofessional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorphology Ab nt Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? O 1 2 3
o
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 CD_ 3
3) Are Natural Levees Present? 1 2 3
4) Is The Channel Sinuous? 0 2 3
5) Is There An Active (Or Relic)
Floodplain Present? 0_., 2 3
6) Is The Channel Braided? 1 2 3
7 Are Recent Alluvial Deposits Present? 2 3
8) Is There A Bankfull Bench Present? 1 2 3
9) Is A Continuous Bed & Bank Present? 0 2 3
/*NOTE: IJBed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score =0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On To o Ma And/Or In Field Present? Yes=3 N 0
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS:
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/DischargePresent? 0 1 2
PRIMARY HYDROLOGY INDICATOR POINTS:
PRIMARY BIOLOGY INDICATOR POINTS:
SeeondarV Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0/ 1 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 1
II. Hydrology Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter r
SECONDARY HYDROLOGY INDICATOR
\1
4) Is Water In Channel And >48 Hrs. Since 0 « 1 1.5
Last Known Rain? *NOTE: I Ditch Indicated In #9 Above Ski This Ste And #S Belo
5) Is There Water In Channel During Dry 0 S 1 1.5
7) Is Filamentous Algae Present? I 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(*NOTE. ff Total Absence OjAll Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skin This Step UNLESS SAV Present*)
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
August 17, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Royal Flush Development, LLC
Attn: Marty Gilbert
2378-H NC 42 W
Clayton, NC 27520
DWQ EXP No. 04-1262
Johnston County
Subject Property: Plantation Point-Phase 5
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Gilbert:
On August 5, 2004, the Division of Water Quality (DWQ) received your application dated
August 2, 2004 to impact .017 acres of wetlands, 148 feet of perennial stream and 15,522 square
feet (ft) of protected riparian buffers to construct the proposed road crossing in Plantation Point
Subdivision, phase 5. The DWQ received the additional information that was requested from the
August 6, 2004 "Request For More Information" letter on August 9, 2004. Since then the DWQ
and Mr. Neal Floyd conducted a site visit on August 16, 2004 to clarify question #1 from the
August 6, 2004 letter. 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 213 .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. Please survey the stream origin points that were identified on the August 16, 2004 field visit
and place the correct riparian buffer boundaries on your site plan. (Please note: riparian
buffers are required to have an arc around them, 50' around the origin of the stream).
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NofthCarohna
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Natffirallff
Royal Flush Development, LLC
Page 2 of 2
8/17/04
2. Please submit the correct riparian buffer impacts for the road crossing #1 and make the
appropriate changes to the PCN form, pages 9 & 10.
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,
JRD/dae
cc: Neal Floyd-Neal Floyd & Associates, Inc.
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
ht D dmy,
etlands/40 f Unit, D Q.
Filename: 041262P1antationPoint(Johnston)EXP-hold2
t k
8/9/04
AUG 0 9, 2004
To: US Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Sub: Authorization of Agent
Plantation Point - Phase V
Johnston County, NC
To whom it may concern:
WETLANDS/ 401 GROUP
WATER QUAL1TySECT10h
Dalton Engineering and Associates, P.A. and Neal C. Floyd have been authorized to act
as Agents for Royal Flush Development, LLC, for the purpose of submitting and
processing information concerning Wetlands/401 Certification, for subject project,
located adjacent to South Murphy Road in Johnston County.
Thank you.
James M. Gilbert, Partner
Royal Flush Development, LLC
. L
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP`s written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp: ih?o enr_siate.nc.us.xvrp. end \_.hpn,. 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): z
Amount of buffer mitigation requested (square feet): 5-11595 s.J:
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state local)
land?
Yes No
VkJ
If yes. does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPAiSI:PA)?
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 F] No
If yes. has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes [] No [V
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify ),•'
Yes ® No Q If you answered "yes", provide the following information:
Page 9 of 12

Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact Required
(square feet) Multiplier
Mitigation
1 9,619 3 28) 957
2 5 53/0 1.5 8 3o4 t
Total 15 !55
37 161
Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
1 additional 20 fret from the edge of Zone 1. _ _E
-Tow i o-otas ' f. S 53 s95
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 213.0242 or-.0260.
X1. Stormwater (DWQ Only)
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.
o°-S t64
b tN1 2 00 SE 1 t 0" O
!5 oLe!o
Sw? wo?CAS'
X11. Sewage Disposal (DWQ Only)
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.
p-.bliC. erg r
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes E] No 0
Is this an after-the-fact permit application?
. Yes E] No 4
Page 10 of 12
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
August 6, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Royal Flush Development, LLC
Attn: Marty Gilbert
2378-H NC 42 W
Clayton, NC 27520
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ EXP No. 04-1262
Johnston County
Subject Property: Plantation Point-Phase 5
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Gilbert:
On August 5, 2004, the Division of Water Quality (DWQ) received your application dated
August 2, 2004 to impact .017 acres of wetlands, 148 feet of perennial stream and 15,522 square
feet (ft) of protected riparian buffers to construct the proposed road crossing in Plantation Point
Subdivision, phase 5. 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. It does not appear that the DWQ has been to your property to confirm surface waters subject to
the Neuse River Buffer Rule [15A NCAC 02B .0233] for the 42.43 acres that consist of
Plantation Point, phase 5. Please provide a copy of this determination if a site visit has been
conducted otherwise, we will have to assume that all steams shown on the USGS Topographic
map or County Soil Survey map are subject to the Neuse Riparian Buffer Rule.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North'Carolina 27604 NofthCarohna
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetlands ;Vah(rally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Royal Flush Development, LLC
Page 2 of 2
8/6/04
2. Please provide a site plan map that, includes the pre-existing conditions on your site plan. The
site plan map that was submitted does not include the topographic contours with elevations,
approximate extent and nature of forest, field, and landscaped or other cover. Any existing
structures and impervious area must be shown. Existing utility lines and easements must also
be shown. In addition, the site plan must show the lot identification on all sub-divided parcels.
3. Please submit the Agent Authorization letter, this application has not been signed by the
applicant and is not considered a "valid application" until we receive an Agent Authorization
letter or it bears the signature of a responsible officer of the company, municipal official,
partner or owner according to 15 NCAC 211.502(f).
4. In your Pre-Construction Notification (PCN) Application you have indicated that the perennial
stream that you are proposing to impact is a 5' wide stream. Please be aware that riparian
buffers are measured from the "top of bank", not the centerline of the stream. Please make the
appropriate changes to the Plan View map with the 1"=50' scale and to the PCN.
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,
Domey,
We ands/401 Unit, DWQ
JRD/dae
cc: Neal Floyd-Neal Floyd & Associates, Inc.
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041262PlantationPoint(Johnston)hold
LTIM
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: Marty Gilbert
Neal Floyd
Subject: Plantation Point-phase 5
Number of pages including cover sheet: 1-3
Notes or special instructions:
Fax #: [phone]
919-676-8395
Date: 8/6/04
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 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands ;Vatundly
An Equal Opportunity/Aff irmative Action Employer-50% Recycled/10% Post Consumer Paper
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F, Easley, Governor
August 5, 2004
EXPRESS REVIEW ACCEPTANCE LETTER
Royal Flush Development LLC
Attn: Marty Gilbert
2378-H NC Highway 42 W
Clayton, NC 27520
Fax #: [phone]
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Project Name: Plantation Point-phase 5
Johnston County
Subject Property: Existing Subdivision on Neuse River Parkway, Clayton, NC
Dear Mr. Gilbert:
On August 5, 2004, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from
Neal Floyd and Associates, Inc. regarding a project known as "Plantation Point-phase 5" for acceptance into the
Express Review Program. This letter advises you that your project will be accepted into the Express Review
Program once the following items are received: 1) a fee of $3000.00 made payable to the North Carolina
Division of Water Quality, 2) seven complete and collated copies of the application and 3) seven copies of all
additional information pertaining to this project. Thank you for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application package
and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call John Domey at
919-733-9646 or Deborah Edwards at 733-9502.
Sincerely,
1!,'? F&C-Slc-?
l a Alan W. Klimek, P.E., Director
AWK/dae
cc: Mike Horan- DWQ Raleigh Regional Office
File copy
Central Files
Neal Floyd-Neal Floyd & Associates, Inc.
Filename: 041262PlantationPoint(Johnston)
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: hq://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarohna
Natffraliff
? A
NCDENR
North Carolina Department of Environnrent and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr.. Secretary
Nan 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 0: 919-733-6893
Fax To: Niarty Gilbert Fax #: [phone]
Neal Floyd 919-676-8395
Subject: Plantation Point-phase 5 Date: 8!5104
Number of pages including cover sheet: 2
Votes or special instructions:
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
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DATE AUG-5-2004 THU 10:48
NAME DWQ-WETLANDS
TEL [phone]
PHONE = 95532360
PAGES = 2/2
START TIME : AUG-05 10:47
ELAPSED TIME s 0015111
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RESULTS : OK
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08/04/2004 22:52 9195504741 DALTN ENGINEERING PAGE 01
Dalton Engineering _
and Associates, PA.
Facsimile
14S
PUG ®? Zpp4
TO: Dew,, ww"'k
@ Fax #:
From: P4.q --04bA
1A
Date: It,
Subject: ' . J=
Comments:
Number of pages including this one: '2.-
446 East Main Street - P.O. Box 426 - Cloyton, NC 27520 --[phone]/Fax [phone]
AUG-5-2004 THU 09:33 TEL:[phone] NAME:DWQ-WETLANDS P
08/04/2004 22:52 9195504741 DALTN ENGINEERING PAGE 02
INITIAL IN'T'EREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
OR STREAM ORIGIN DETERMINATION PROGRAMS
February 2S, 2004
Version 2
Applicant Name: O Get
Applicant Address: 8- 44
C.,I QAw Q -C 2 zo
Applicant's phone number: ?0'_ is= " ._ Fax number: Z360
Applicant's email address:
Consultant Name (if applicable):
Consultant address (if applicable):
Consultant's phone number: 47Z! rr7j4 S Fax number: iD 74 - 3q 6
Consultant's email address:
Type of action requested under the Express Review Program (check all that apply):
X 401 Water Quality Certification
0 Isolated Wetland Permit
Q Riparian Buffer Approval
0 Stream Origin Determination
- # of Determinaticos Requested
Name of Project:
Property size (acres) zi 7 CW.. County: V O
Nearest named stream (from USGS topo map)-

Please attach a reap of site location using USGS 1:24,000 map and county soil survey.
-7 3 - b0q 1
AUG-5-2004 THU 09:33 TEL:[phone] NAME:DWQ-WETLANDS P. 2
Please provide a brief description of this project (attach site plans if available):
08/04/2004 22:52 9195504741 DALTN ENGINEERING PAGE 03
Location of project site - please include reference to the county, nearest name town and highway number:
Proposed impacts: Z>.Q R
148 -Q?+-? --l -r,.?Mat?IIC
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 DW sp nsored training sessions in the past two years? if so,
please list which ones. (t C-4/JA" Ic y
Which other environmental permits will be needed for this project? Please list them below:
Does this project require approval under the State Environmental Policy Act or National Environmental
Policy Act? hD
Does this project require approval of a Variance from the NC Environmental Management Commission"
1x10
Aire you aware of any local controversy concerning this project? If go, please describe the controversy and any
measures that have been taken with respect to public involvement.
A0
This form must be submitted via email (clo 40lex MsLipncmail.net) fax [phone]) or hand-delivered
(Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27504) 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
2
AUG-5-2004 THU 09:34 TEL:919733GB93 NAME:DWQ-WETLANDS P. 3

DO q s44F
Neal C. Floyd & Associates, Inc.
FILE COPY
Rc: Pla.?-o?i Pay
? jExP 04-1262
432
WETLANDS/ 401 rROUP
A UG 0 2 2004
WATER QUALITY SECTION
2- K?
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7908 AUDUBON DR. 'A"/ RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Dalton Engineering ......... --_._._....___.._............... _
lA1CTl A
and Associates, P.A.
AUG 0 2 2004
LETTER OF TRANSMITTAL WATER EQUALITY SECTION
TO: /V C. a A/. 0. DATE: S / 2 l o4
ATTENTION:.Drrsoaa# F_PWAavs REFERENCE PLAjuroN Rwz - Pa4m_ 5
We are sending you 0 Attached ( ) Revised Plans
( ) Shop drawings ( ) Prints ( ) Plans ( ) Specifications ( ) Samples
( ) Copy of letter ( ) Change order ( )
Copies Date Dw . No. Description
7 p ot5 St r DF-VAL, s S -SqFzr

1 ?
S
F NA o

7 /u
SuPp N
,eve ?
N LE L
¢KS T
AbeZ'
THESE ARE TRANSMITTED as checked below:
(?)For approval ( )No exceptions taken
( )For your use ( ) Make corrections needed
( )As requested ( ) Submit specified items
( )For review & comment ( ) Rejected
( )Revise & resubmit copies for approval
( )Submit copies for distribution
( ) Return corrected copies
( ) Revisions as Requested
Copy to: F,,.F. Signed
446 East Main Street - P.O. Box 426 -Clayton, NC 27520 -[phone]/Fax [phone]
f
1.
11
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. p ., 4 -1262
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Processing WETLANDS/ 401 GROUP
1. Check all of the approval(s) requested for this project: AUG .0 2 2004
® Section 404 Permit
[] Section 10 Permit WATER QUALITY SECTION
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: OOF 14
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 (see section VIII - Mitigation), check here:
Applicant Information
1. Owner/Applicant Information C>
Name: 7Zo o.( Ply-sh 1Dwe? o me& I_LL -
Mailing Address: 93 79 - H OC LEZ
C,LZtM4-A UC 2"7 5 20
Teleph6ne4Nuriaber: 553 - 233 3 .Fax Number: , ,5
&nlaillAddres e
?.' Agent information (A signed and 'date, copy of the Agent. Authorization letter rr s1 be
aftacltiirl if the Agehv1W sigpatbry authority for the owner/applicant.)
Name -? -
Cor paizy Affrlr ti G . 'F pG G
M ;Oi4Addrets D $
J>age 3 of 12

TelephoneNumber: ZZ?h Fax Nurrther: (0-76- 9395
E-mad Address:
111. 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 p roperty
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 Nvith 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'] 1 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.
I. Name of project: P La ( C?A Pot 111-t - blv\a? V
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Jc>V?AS+on Nearest Town:
Subdivision name (include phase/lot number): PLo-, s-v\ 4)&% - plr t
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
?Z bodQ&
7. Property size (acres): 2 ? 7 occf gA
8. Nearest body of water (stream/river/sound/ocean/lake): N ,ejS.ti=» P-,Ve'
9. River Basin:
(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/adniin/maps/.)
Page 4 of 12
14. Describe the Purpose of the proposed work: sS+J DC>T rnoA cxos;, 4l'.q
11. List the,type of equipment to be used to construct the project: 54A, t' a.? bits+"-??
12. Describe the land use in the vicinity of this project: ?t?}i5, ?`; • U1?ka'?.
r _
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.

V. Future Project Plans
Are any additional permit requests anticipated for this project in the future?
anticipated work, and provide justification for the exclusion f this work
application: VJO M D f2. C-CO S S ,, ?C 1?SL2 e?, y
If so, describe the
from the current
t 1 ? ?G' ? inn.' l ??i?-.i ? °? i. b't. - \ VM1.... l ?te :' 4 B„9 ? ?•, ,1 f 4 ? n
Vl. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts C Z .4w 3 OpaA `^ Ov_V
Wetland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact
(acres) Located within
100-year Floodplain"
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland*

i

List each impact separaten• and identify temporary impacts. impacts include, but are not limited to: mechanized clearing. grading. till.
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 ',laps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616. or
online at hnn: ++'++++.1rma.cu+.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh- forested wetland. beaver pund.
Carolina Bay. bog. etc.) :? 1
Q t '?
List the total acreage (estimated) of existing wetlands on the property
Total area of wetland impact proposed: 0.0 1 "7 --- z
0.01 -7`?-e-1? - CSC SS 1 I
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name" Average Width
of Stream
Before Impact Perennial or ,
Intermittent'? i
(please specify)
d"O t 1' -P_Y1,'1 a
I I

C
I..rst earn Impact separately and identify temporary impacts. impacts include. but are not limited to: culvens 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 tributaryj 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
+??+?+.uw_s.au?. Several internet sites also allow direct download and printing of USGS maps (e.g.. ++++++.wpuiun?.;unl_
+++?«.manuuest.ronl, etc.). :11; 1 ?
Cumulative impacts (linear distance in feet) to all streams on site: 09
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
O. D 1 -7
?t
ern n'

...,. moo... n..t..,... xya...a... -- u.aup.-y myau?. tuyd-, ?1-uue. out are rWl Ilmlleo to: 1111, e\iavallon. arCdPing,
tloudine. drainaee. bulkheads. etc.
4. 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): 0 uplands F] stream E] wetlands
Describe the .method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond.
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area
V11. 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, accessibilitN, 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.

1
Page 7 of 12
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative' value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of'
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or . NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strnig,ide.htnil.
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.
Page 8 of 12
F
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp_ h?u rnrs?ate nr_us.? in_de\.hmn. 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): 2q 14"
Amount of buffer mitigation requested (square feet): S!i NSF
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (NFPA.`SI:P
Note: If you are not sure whether a NEPA/SEPA document is required, call the St_PA
coordinator at [phone] to review current thresholds for environmental doctimentat ion.
Yes ? No ?
If yes. has the document review been finalized by the State Clearinghouse`? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No N
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 shun°n on it
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 I5A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), I5A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please' identify )`.'
Yes M No ? If you answered "yes", provide the following information'.
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 00 3 30 13
2
Total 1 e , % 4
Zone 1 extends out 30 feet perpendicular from near bank of channel- Zone 2 extends
additional 20 feet from the edge of Zone t.
If buffer mitigation is required, please discuss what t, e
yp of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preser"anon or
Payment into the Riparian Buffer Restoration Fund).,. Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or-.0260.
X1. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and
4
MI.
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.
_p U-611 G SP?t,Qr l t.t- as r
X1II. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes E] No 0
Is this an after-the-fact permit application?
. Yes [] No 4
Page 10 of 12
Sewage Disposal (DWQ Only)
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on,
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).

D3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Covera
e
g
Asheville Regulatory Field Office Alexander Cherokee )redell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauea
151 Parton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville. NC 28801-5006 Cabarrus Graham Madison Stanlev
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] - Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret' Green Pamlico
Telephone: [phone]
F Chowan Hertford Pasquotank
ax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post -Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
"Croatan National Forest Only
Page I 1 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
;h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4 6 1 7
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Tr out Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 ldlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Wis. Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E. Director
Division of Water Quality
la `?
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 11, 2003
DWQ Project No. 03-0835
WETLANDS/ 401 GROUP Johnston County
Page
Royal Flush Development, LLC 1 of 2
Attn: Terry Coats AU G 0 2 2004
2378-H NC 42 West
Clayton, NC 27520 WATER QUALITY SECTION
Subject Property: Phase 111, Plantation Point SID, Nauss River Parkway, Clayton, NC
Nauss River [03-04-02,27-(38.5), WS-IV (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Nauss River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Coats:
You have our approval, in accordance with the attached conditions and1hose listed below, to place fill within or
otherwise impact 0.067 acres of waters, 146 feet of perennial stream and 6,395 square feet (fe) of protected riparian
buffers for. the purpose of constructing the proposed road (Wingate Drive) at the subject property, as described within
your application dated July 3, 2003 including additional Information-and revisions dated sealed by Jerry T. Dalton, PE on
July 22, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of
Water Quality (DWQ) General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to
use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B.0233. In
addition, you-should obtain or otherwise comply with any other required federal, state or local permits before:you go
ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge regulations.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval Is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new.application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow (Review) - An additional condition is that stormwater shall be directed to flow in a diffuse manner at
non-erosive velocities through'the entire protected stream buffers without re-concentrating. Additionally, a
stormwater management plan for this project shall be provided to this Office before any of the impacts approved
herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to
indicate that diffuse flow through the protected buffers as described above will be achieved.
2. Future Impacts - Your plans indicate that you intend to install at least two future road crossings on the subject
property. Please note that you are required to submit for DWQ authorization for all future impacts to wetlands,
streams, waters and/or buffers prior to impacting these resources. Also, please note that all future impacts to these
resources will be cumulative to the impacts approved under this authorization and that mitigation will most likely be
required. Once this property exceeds the mitigation thresholds required under DWQ regulations, mitigation will be
required for all previously approved and future impacts.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Page 2 Of 2
Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or
"f applicable Buffer Rules, and any subsequent modifloatfons, 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.
4. Deed Notifications - Deed notifications or similar mechanisms shall be placed. on all properties and lots with retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and
buffer impact. These mechanisms shall be put In place prior to Impacting any wetlands, waters and/or buffers
approved for impact under this Certification Approval and Authorization Certificate. You can obtain a copy of a
sample deed notification from our web site or by contacting the DWQ.
5. Sewer Systems - The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
6. Water Quality Certification(s) - T he proposed project must comply with all of the conditions of General Water Quality
Certification(s) (GC) 3404.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal APea Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within.60 days of the date that you receive this letter. To-ask for
a hearing, send a written petition, which conforms to Chapter 150B of-the North Carolina General Statutes to the-Office
of Administrative Hearings, PO. Box' 27447, Raleigh, N.C. 27611-7447. This certification and its.conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certiflcate'(associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.-S. 15013:
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 26.0233. If, you have any questions, please
telephone John Domey at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Ian W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3404
Cc: Neal Floyd, Neal C. Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615
Jerry Dalton, Dalton Engineering & Associates, P.A., 446 East Main Street, P.O. Box 426, Clayton, NO 27520
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DIA Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0835
bz Date: September 11, 2003
1-. 4
?1?ar o?
NCDEW
NV-.11, Giro;ire De??ar:l1? nt of Environment and iNatua? IH 0 Uia?2
f%lichat:i t`. E3 lr v. Go,rr;•^;
Secretaiv
July Z. 2004
Neal C. Hoyd
Neai C. Floyd & .associates, hic. WETLANDS /401 CPoljp
7908 Audubon Drive
Raleigh, 14C 27615 AUG 0 2 2004
subject Project: Plantation Point
County: Johnston WATER QUALITY SECTION
The Ftirpose of this letter is to notify you Ilict the Nt;rt.h Ca,olir, t Ecosystem Enhancement Pro-ram +;'NCEEP; is ;willing to
Xccpt p;:;mertt for stream impacts associated pith the subje::t project Please note that the decision by r13e NCEEP to
accept the mitigation rcquirerlents of this Froject does not assure that this paymettt will be approved by the U.S. Army
t.'OrPs of Engiree.rs and the N.C. Division of Water Quality Wetian&401 Unit. it is the responsibility of the applicant to
contact these agencies to determine if payment to the NCEEP fer impacts associated with this project is appropriate.
This acceptance is valid for six months from the dare of this: letter. If we have not received a copy of the issued 404
Peritit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated June 29, 2004 the stream restoration that is necessa.-y to satisfy
:he complensatory rnitiEation requirements fcr this project is surntnari7ed in the following table. The maximum amount of
_nit.gation that the NCEEP will accept for th,s ro'ect is zlsi, indicated in this table.
Sttyam Wetlands Riparan I Riparian Buffer
('linear feet)
.hn acts 294 (acres!
? ---?-_- -?_ --i
? Mitigator, Maximum T-.. 588 -}--- _'1
The stream mitigation will be provided as specified in the 401 Water Qua!Iity Certification and,`or Section 40= Permit for
impacts associated %kith Elie subject project in Cataloging Unit 03020201 of the Nause River Basin. The nutigadon wiil be
oerformed in accordance with the Metro randum of Understanding between the N.C. Department of Euvirim-nen., and
Natural Re ources and the U.S. Annv Co.-,. s of Engineers dated November 4, 1998.
If ou have any questions or need additional info mation, plsase contact Carol ShwN at (919) 731.?,ZM_
Sincerely.
X, C'. j udi Karoiy, Wetlands/40', t Unit
Kevin Yates, I;SACOE-Raleigh
Steve Mitchell, DWQ Regional Office-Raleigh
File
rR ?
Deborah D. Anderson
In-Lieu-Fee Administrator
C iitlvfil C1 C15J;fAtt: ?'?ii if C?ft?E tat rtJ?r??t
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JUADR 4Gt.E CLAYr.W Alt
3049
1.LAn1TA77otJ P/Arr - PNA 5
6CAL..,- I ' - 1000
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
Level Spreader ID: Level Spreaders #1 - #7 at Plantation Point - Phase 5
Inspect level spreaders after every rainfall until vegetation is established, and promptly make needed
repairs. After the area has been stabilized, make periodic inspections and keep vegetation in a healthy,
vigorous condition.
2. Level spreaders or other structures that provide diffuse flow shall be maintained every six months.
3. All accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure.
4. 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 four
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: Marty Gilbert
Title: Managing Partner
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ?euI . _ Cmo&&d . a Notary Public for the State of Abed 4201.,,A
County of do hereby certify that Marty Gilbert
personally appeared before me this A9 t_k day of Ts I,. . 26of? , and acknowledge the due
execution of the forgoing conventional level spreader maintenance requirements. Witness my hand and
official seal,

SEAL
My commission expires g6 Za 2008
Address: 273-0 Blue Pond Road, Clayton, NC 27520
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the fda%" wow a w):
Project Name : R-wmno v Rwr - PNA$ 5
Contact Person: JaVArWQ NOES Phone Number: ( 919 ) sso - 4740
Level Spreader ID:. u_ a spzmze I
Level Spreader Length 13.0 It.
Drainage Area o.4 ac.
Impervious Area 0.0(0 ac
Maximum Filter SiripJBuffer Slope
gmw
Max. Disciarge from a 10 Year Storm v.4 cfs
Max. Discuarge to Level Spreader 0.4 cfs
Filter SWp"w Vegetatim norm oxemee CRYM
Ito flow)
(on-site and off-site drainage to the level spreader)
(Ormite and off-site drainage to the Level spreader)
(6% for forested, leaf littler cover. 8% for thick ground cover)'
(ddd ground cover or grass, canopied forest with leaf Litter
9romrdcover)
Pre-treatment or Bypass Method
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting docutt ion is attached. Ya
regmrenwMhas not been met attach an explanation of uhy. At a rtltltnum, a complete stormwater management plan sub dW Includes
a worksheet for each BMP, design calculations, plans and specifications showing ail BMPs and outlet structure detailt a detailed
drainage plan and a fully executed operation and maintenance agmemem An incomplete subrrittat package wil result In a request for
additional inildne ion and will substantially delay final review and approval of the project.
Applicants Initials
.1wa Level spreader is at least 13 IL per c fs for flick ground rover or grass or 100 ft per cfs in canopied forest vm leaf
Ibex.
A( A Pre-Form Scour Holes am on flat slopes only --w Seo.Ae a* as ARE elor mumb w o coaminavAL
JwB No stntntures are located in protected buffets' LEVEL 5?RGAbw OAMGN.
If bypass method specified in the Draft Level Spreader Design Option Document:
W 1A Bypass Method Is specified (ff applicable] and plan details and calculations are provided
DLscharge to level spreader and subsequent titer strip is hydmtdicauy and spatially separate from the bypass
discharge.
-jwa No structures are located in protected buffets.
Af /A Plan details for the bypass and ardets are provided.
?ws The operation and r ace agrMrent includes a=W erostan and vegetation repay.
-WE The operation and milnceeancu agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% In bested areas with leaf filer cover or on slopes of up to 25% In are® 4
with tuck grarnd cover or grass if designed according to the Draft Level Spreader Design Opton Document This pot nUdy mqjiu a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DMSION OF WATER QUAUTV - LM SPREADER WORKSHEET
1. , PROJECT 11VORMATION (plse complete the (aft" pdamradwy
Project Name : PIAM"OM AWr - PNAaff 5
Contact Person: JoNAMM SAO= Pion Number. ( 919 ) sr.* - 4740
Level Spreader ID.,. L gz swx oa- # 2
Level Spreader Length 13.0 IL
Drainage Area o.14 ac
Impervious Area 0.06 ac.
Maximum potter Strip/Buffer Slope B. 0 96
grass
Max. Disc i mrge from a 10 Year Storm 0.4 cfs
Max. Disdrarge to Level Spreader 0.4 cfs
Filter StrtpWa Vegetation sour MOVA® C*nZ
(peradar to flow)
(4ma and off-site drainage to the level spreader)
(an-ate and off ske drainage to the level spreader)
(6% for forested, leaf littler cover. 8% for tlJdt ground cover]'
(oft ground cover or grass, canopied forest w1h kW litter
gramilcover)
Pre-treatment or Bypass Method
REQUIRED RE NS CHECKLIST
Initial in the space provided to indicate the flowing design regtriretmmts tieve been met and supposing documenuft is attadned. Ira
legwremon has not bar met attach an e*kwaw of My. At a rnltfmtmn, a complete stormwater management plan 111 *1 1 tal Inds
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet swc M details, a detailed
drainage plan and a hilly executed operation and maintenance agreement An incomplete submittal package YA result In a request for
adc tionai information and will substantially delay final review and approval of the project.
Aoogcants Initials
Jw6 LeM spreader is at least 13 IL per cfs farthick ground com or grass or 100 ft per ds in canopied forestYA leaf
Geer.
N A Pre-Forrn SCau Niles are on flat slopes only . &,"c ,mss AW Vor Mizm wmr CaMA ONAL
-jhs No strucOrres are located in protected buffers' UWE SPREMM DEWGN.
If bypass mettnod specified in the Draft Level Spreader Design Option Docu rent:
N 1A Bypass method is SpeCified (W* and plain det8115 and cakuliilions am provided
Ito level spreader and subsequerntfiEerstrip is hydradc* and spell* separate from the bypass
JWB No structures are located in protected buffets,
Al 1A Plan details for the bypass and outlets ate povidet
-JkB The operation and maiOrnance egreementincludes annual erosion and vegetation repair.
Jw/B The operation and maintenance agreement signed and notarized by the respornsible party is povkW&
' 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 goxud carver or grass if designed acwrding to the Draft Level Spreader Design Option Document IM potean * Mpdres a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the jauw q in lormatior):
Project Name: R-Amnoy Rwr - PmASQ s
Contact Person: jownum S&MES Phone Number: ( w ) src - 4740
Level Spreader 10:. L.EvEL saaFAom # 3
Level Spreader Length U.0 IL
Drainage Area o.74 ac.
Impervious Area o. 2s ac.
Maximum Filter Strip/Buffer Slope 8.0 %
crass
Max. Discharge from a 10 Year Storm z. o cfs
Max. Discharge to Level Spreader
Fltw SWpf fifer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
2.0 cts
MICZ GftVAV C*VZZ
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)!
(thick ground cover or grass, canopied forest with leaf War
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is allKtmt lfa
fegwrenwMhas not been mel, allach an explanation of wiry. At a minimum, a complete storrnwator management plan subitd tai includes
a worksheet for each BMP, design calculations, plans and spas showing all BMPs and outlet structure detail% 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 substanti* delay final review and approval of the project.
Awficants Initials
_jwa Level spreader is at least 1311 per cfs for thick ground cover or grass or 100 It per cfs in canopied forest wilt leaf
fitter.
N A Pre-Form Scour Holes are on flat slopes only -+ Scone No, ae ARE Nor U77lizm W1174 CoNVFaMONAL.
J a No structures are located in protected buffers! 0 EV£L SMtriADM 0=Cq.
If bypass method specified in the Draft Level Spreader Design Option Document
N 1,4 Bypass method is specified (dappficaW and plan details and calculations are provided
At ?A Discharge to level spreader and subsegtont Mw strip is hydraulically and spatially separate from the bypass
discharge.
_rwa No structures are located in protected buffets.
At /a Plan delails for the bypass and otdlels are provided.
Ewa The operation and maintenance agreement includes annual erosion and vegetation repair
Jw 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 Etter cover or on slopes of up to 25% In
areas
with end ground aver or grass if designed amording to the Draft Level Spreader Design Option Document. This potentially re*m a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following infomhation):
Project Name: FLAM170N RWr - PHASE 5
Contact Person: Jontnu,l B&.gjm Phone Number: ( 9?9 1 sr.* - 474o _-
Levei Spreader fD:. L EYEz spexADsx # 4
Level Spreader Length 19.0 ft.
Drainage Area 0-9(. ac.
Impervious Area 0.29 ac.
Maximum Filter Strip/Buffer Slope 8.0 %
grass
Max. Discharge from a 10 Year Storm 2.8 cfs
Max. Discharge to Level Spreader
Titer StripMuffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
2. a cts
7w/[X GX04 O CPVM
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(dilck ground cover or grass, canopied forest with leaf MW
cow)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !fa
requirement has not been met attach an eVianadon of ofty. At a minimum, a complete stormwater management plan submittal Includes
a worksheet for each BMP, design calculations, plans and specificat;ons 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.
Anplicarus Initials
Ewa Level spreader is at least 13 ft. per cis for thick ground rover or grass or 100 ft per cis in canopied forestwith leaf
titterer.
At A Pre-Form Scour Holes are on flat slopes only --? ScouA ?kaES A2E Nor unuzFr wnsl CouvEwlnonuL
.Jwa No structures are located in protected buffers- UWEL SrREMM ccS W.
If bypass method specified in the Draft Level Spreader Design Option Document:
N /A Bypass method is specified (d applicable) and plan details and calculations are provided
N' A Discharge to level spreader and subsequent fw strip is hydraulically and spatially separate from the bypass
discharge.
JW8 No structures are located in protected bufferr,
d /A Plan details for the bypass and outlets are provided,
-JWB The operation and nraithtertance agreement inches annual erosion and vegetation repair.
-jws The operation and maintenance agreement signed and notarized by the responsible party is provided.
*Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%in areas
with thick ground rover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Pooject No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following irdounation)•
Pntject Name : Rmmnow Rwr - Puma $
Contact Person: JoNArwN SAMr;a Phone Number: (919 ) s5o - 4740
Level Spreader 10:. ceva. smAose # 5
Level Spreader Length 182.0 f.
Drainage Area 4.79 at:.
Impervious Area o.bs ac.
Maximum Filter StrfipdBuffer Slope
grass
Max. Discharge from a 10 Year Storm 13.7 cfs
Max. Discharge to Level Spreader
Fitter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
13.7 its
MICR 094op doyen
(perpendicular to flow)
(on site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with led fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attadred. /fa
requirement has not been nra attach an emlanabon of wiry. 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 detals, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete subm kW package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Ewa Level spreader is at least 13 ft. per ds for dit ground cover or grass or 100 ft per ds in canopied forest with leaf
liber.
N A Pre-Form Scour Holes are on flat slopes only --. Slue 90. FS AcE uoT unuzeo w179 cONVEAMoNAL
_JwR No structures are located in protected buffers, I E!,Q 020b= Dimcw.
If bypass method specified in the Draft Level Spreader Design Option Document:
N /A Bypass method is specified (dapplicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
jwa No structures are located in protected buffers.
N /A Plan details for the bypass and outlets are provided.
Jwa The operation and maintenance agreement incbrdes ammat erosion and vegetation repair
_Iva 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 foresters areas with leaf littler cover or on slopes
with thick gmund am or grass if designed aeconfing to the shaft Level of up to 25%in arcs
Spreader Design Option Doaurrert. This pdiregtines a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected butler area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following h*Wa tion):
Project Name: Pi.MM170N RWr - PHASE 5
Contact Person: JvMArwN 84WES Phone Number. ( 9i9 ) sso - 4740
Level Spreader ID:. LyEL speamse # 6
Level Spreader Length 26.0 it.
Drainage Area o.4-4 ac.
Impervious Area 0-19 ac.
Maximum Filter Strip/Buffer Slope 9.0 %
crass
Max. Discharge from a 10 Year Storm r.3 cfs
Max. Discharge to Level Spreader
Fitter SWRGutter Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKUJST
/..? cis
T ICI GX&VAC e0Me
(p pendicular to flow)
(on-site and off-site drainage to the level spreader)
(on ske and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf lift
groundcover)
Initial in the space provided to indicate the following design regWrements have been met and supporting documentation is attached. /fa
regrtiremew has not been men, Meh an explanation of w1ry. At a mininrran, a complete stormwater management plan submittal Includes
a worksheet for each BMP, design calculations, plans and spy showing ad BMPs and outlet structure details. a detailed
drainage plan and a fully executed operation and maintenance agreemem 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
Ewa __level spreader is at least 13 IL per cfs for thick pxmd diver or grass or 100 ft per tits in canopied forestwith leaf
fillet.
N A _Pre-Form Scour Holes are on flat slopes only - Seoue 9G FG ARE Afcr MiZIM win/ COAME MoNAL
-Aa No structures are located in protected buffers' L"EL arerbc bmrw-
If bypass method specified in the Draft Level Spreader Design Option Document:
N _Bypass method iss spreada (if applicable) and plan details and calculations are provided
sulmquent filter strip is hydraulically and spatially separate from the bypass
discharge.
Ewa No structures are located in protected buffers.
N /A Plan details for the bypass and outlets are provided.
-ws The operation and maintenance agnemiertbntiudes annual erosion and vegetation repair
wa The operation and maintenance agreement shgried 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 drover or grass if designed according to the Draft Level Spreader Design Option Document This poa ly requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION Of WATER QUALITY - LEVEL SPREADER WORKSHEET
L • PROJECT INFORMATION (please complete the follo"irdommtion):
Project Name : RAw woN Ur - PNASH s
Contact Person: JadArwN Bawss Phase Number: 00 sso - 4740
Level Spreader iD: _ cave- svamAx # 7
Level Spreader Length 65.0 ft.
Drainage Area 1.67 aL
Impervious Area 0.42 ac.
Maximum Filter Std &der Slope e-.0 %
grass
Max. Discharge from a 10 Year Storm 4.8 ds
Max. Discharge to Level Spreader 4. a ds
Filter StrfplBlffer Vegetation M/W Qxeoe Come
(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 War cover. 8% for thick ground cover)'
(thick ground aver or grass, canopied forest with lesif UK
groundrover)
Pretreatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to inulcate tt* following design re*iiirernents have been met and supporting documentation is attached. lfa
fWwrement has not beam met attach an explanation of vhY.. At a minimum, a complete stamwater management plan submiuai Includes
a worksheet for each BMP, design calculations, plans and spe cifi ons 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 Infommtion and will substandaAy delay final review and approval of the project.
Applicants Initials
?ws Level spreader is at least 13 IL per cfs for thick ground cover or grass or 100 It per ds in canopied forest with leaf
off.
N A Pre-Form Scan Holes are on flat slopes only 9"&5 AW FJor U"UZEb win/ CoAMA"on/AL
Ewa No structures are located in protected buffers' 'a- s?arAoex oEV
If bypass method specified in the Draft Level Spreader Design Option Document
N 1,4 Bypass method is specified (d appGcoble) and plan details and calculations are provided
At A -Discharge to level spreader and sWXMpeot filter strip is irydraulical y, and spatially separate from the bypass
dsdmr-
ewe No structures are located in protected buffer&
d /A Plan details fordo bypass and outlets are provided,
Ewa The operation and maintenance agrees Inch Nies annual erosion and vegetation repair.
?ws The operation and maintenance agreernert signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on sk?pes of up to 15% In forested areas with leaf fitter cover or on slopes of up to 25% in areas
with thick Wound aver or grass if designed aexa" to the Draft Level Spreader Design Option Document. This poandalily rregtires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
'411 -
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
NODE K
January 2, 2001
3 t
? '.
'JAM e5l HUNT .1R j+ c Jerry Dalton
GovEtiNoR> 446 East Main Street
tia Clayton, N.C. 27520
Subject:
BILL HOLMAN
Dear Mr. Dalton:

ILI,
Neuse River Basin
Riparian Buffer Rules
Plantation Point Phase 3 Tract
NBRRO 00-354
Johnston County
The information that was received by the Raleigh Regional Office on
December 29, 2000 has been reviewed. The plat map and other information
was provided to allow a determination to be made as to whether or not the
site would require compliance with the Neuse Buffer Rule. This specific
project is referenced by the Raleigh Regional Office as NBRRO 00-354.
The features represented on the Johnston Soils map and the Clayton USGS
Quad map. Three streams are depicted on the maps that are subject to the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
Protection and Maintenance of Existing Riparian Areas, Administrative
Code T15A:02B.0233 (NCAC 0233). These features, the required fifty foot
buffer and three anticipated crossing are detailed on the plat map
received by this office January 2, 2001.
y This letter addresses only the applicability of the Neuse Buffer Rules.
For information relative to the Wetlands 401/404 issues, please contact
Mr. John Dorney at 919-733-1786. Thank you for your attention to this
_' matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Awl Environmental Scientist
Y' CC: RRO/John Dorney
Johnston County
H:\nbrlet.for\nbr00\plantapt.354
MAILING ADDRESS: 1628 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1628
tl
? LOCATION: 3800 BARRETT DRIVE, SUITE 101, RALEIGH, NC 27609
PHONE [phone] FAX [phone]
- -- ?-'- AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
EXPRESS REVIEW SCHEDULE
PROJECT NAME: (? }? avvv? cvl Pu &*
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
/"'0-
DWO #: G? ) 2k02-
DATE
p' ksfud
U
V !

Issued/Rejected (circle one)
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Royal Flush Development
Post Office Box 236
ClaytonNC 27528
DWQ#'64-1262 -.Johnston
A. Signature
X ? Agent
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Received b (Printed Name) Date of Delivery
D. Is delivery ddress different from item-11 ? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
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4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service labi 7004 1160 0002 2706 6530
no -- 2411 ?..i..... ?..?... nnnn n?..,.,...a:., o..a..... o.,....:..F ....,?
T
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
Sender: Please print your name, address,.and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
C9 1 ?tt?r??rrr?t??rt??rtrt?rt?rr?t?rt?r?s??t}tr??rt???t??tittt??r?
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to: -F U e
Royal Flush Development
2378-H NC 42 West
Clayton, NC 27520
EXP# 04-1262 - Johnston
A. Sign ture
X ? Agent
O Addressee
B. Received by (Printed Name) C. Datp_o Delivery
D. Is delivery address afferent from item 1? Yes
If YES, enter delivery address below: ? No
3. Service Type
0 Certified Mail ? Express Mail
? Registered P Return Receipt for Merchandise
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4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 70011 2510 0009 0250 6956
(Transfer from service label)
7S Fnrm RR11 Fahn inns 9rinA rlnmocTic Rofi irn Rocain4 Ingrr
UNITED STATES POSTAL SERVICE
111111 USPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10
w t tl3{!?{443?3I1{; lili!??!!11?i???i?{i14?!141??1t?3111?4'.!{!tt!?
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to: i'S s u e 6
Royal Flush Development
2378-H NC 42 West
Clayton, NC 27520
DWQ# 04-1262 - Johnston
A. Signature
? Agent
Received by (Printed Name) C. Date If Deliver)
D. Is delivery address different from item 1? Li' Yes
If YES, enter delivery address below: ? No
3. Service Type
Certified Mail ? Express Mail
? Registered a Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service label) 7001 2510 0009 0 2 5 0 7 0 21
Dc c.,.... '41111 Get,. -- OnnA n . e?+ D-+.- oe ei.,+ ,n?F-
UNITED STATES POSTAL SERVICE

First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your n'a"me, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
....'"".t..t '"''.:,"..1::»• lttlsllttlIdb,i/t,,!hpIttJtfft't14111111111f111t111t}1??11
~ ~ 1I ~,'I~` i,1~iV~l f' i _ _ P i I _ I A, ~ I _ BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 4:1 ~ _ - ~ 2so - ~ ; ; I , d ~ ~ , , ~ ~ ~ ; h ; ~ ~ ~ - ~ I ~ ~ I I I I I I~ ~ ti,' ~ ~ 1 _ , I, I I I , ~ ~ tea l l I I I
_ , , FILL SLOPES WITH GUARDRAIL, A 100' LENGTH OF PIPE - - ~ I N ~ ~ ~ - ~ - - , r ` 260 ~ , ; ~ l I ~ I i ; I _ ~ ~ ~ 255 I , ~ ~ , ' ~ 1 . I ~ 1 _ _ _ ~ ~I
WOULD BE REQUIRED FOR THE STREAM CROSSING. THE- " ~ _ I ~ II I ~ ~~i ~ ~ ~ ~ I ~ ~ ~ , I ' ~ ~ + ~ ~ ~ ~ , ~ _ ~ f ~ , M C I ~ 1 N~ l N I I - I ~ ~ ~ r ~ , a ~ , 1 h PIPE CROSSING WOULD DISTURB tfi8' OF STREAM BED. _ - - - I ' ~ r. ~ ol; ' , ; ; " ti~° ~ 27 - / - \ I I I~ ~ 1 , ~ ~ I i ~ , ,
- - ' ~ I ! ~ ~q, ~;,~r , ~ _ t ~ ~ ,tip ~ I ~ I i ~ Qi) 1 ~ ~ ~ ~ / ~ r t I ~ . r i l I I I I~~~ I ~ r l I r ~ i i I ' I r ~ ~ ~ I , ~ , 244 l I ~ , i I I I ~ t t I ~ ~ ~ ~ 11 I: i i ~
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--..w . I I ~ ~ \ - ~ h R. ~ ~ + ~ ~ . - - - , I V ~ I I ~"I I~ I 73 ~ ~ ~ ~ - I. • _ _ _ ~ - r1 I ~ I ' ! ~ I I i I ~~i ~ i 1'~;' ~.P~,I ~ r11~ I!I I INVERTS OF THE (2)60" R,C.P.s SHALL BE ~ ~ ~ ~ ~ I ~ , , _ _ i ~ ~ ~ ~ j ~ ~ l , ~ .
I I r,~, ,,l ,I~~IIIPLACED AT A MINIMUM OF 12" BELOW ~ ~ ~ , ~ , i r _ I I I i ~ ~ r- , ~ l.r r ~i ~ ~ ~ ~ ~ ' ~ I I . ~ I 1 I I ~ ~ 26~ ~ V ~ ~ i i ~
_ - I ~ I ~ I i, ~ ~ r , I ~ ~ ~ THE STREAM BED ELEVATION FOR AG?UATIC ~ , ~ I ~ 2 I ~ I ~ ' ; i ~ ~ ~ ;50.00 ,~1~'I In IF PA A ~ ff l ~ i ~ r ~ - i . - ~ I , ` I _ T~~ - ~i
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~ . ~ . ~ i ANK a ~I I I I ~ ~ } I ; i ~ r 2so I I X ' q t r ;I ~ OF B f. i,i I I~ it ~ I i ~ , I I „r , ~S , SSW. p~ ~ ~ , i i'1, I i + +u I ~ L I~TATI ~ N P01 T -IPHAS`E 5 r i _ _ ~ I ~ I ~ I I i ~ ~ - - ~ _ _ i ~ i , ~ ~ ~ - 259 _-~~56 ' _
I i > > r OUTLET ~ ~ ' _ ~ ~ I I ~ ~ ~~l z I, i , ~ ~ ~ I f, ~ ~ I , ' i ~ I ,l % ' i 1- ~ ~ ~ i ~ i ti ~ ~ ~ I i ~ t I i~, ~i
l~ Iii 1 , I _ r i f ~ I ? ~ PROTECTION % % ~ ~ ~ I ~ ~ ~ I ~ i ~ J ~ I ' ! ~ ~ I I I I i ~ ~1F~~~ ~i~~~ X240--'. ~ ~.-~I1~11lII'+ ~ ~~~1~ ~ V 1 ~ I I I t I ~ ( I ~ 1 I _ _ ~ ~ l ~ ~ f I r ..t ~ l l ~ I i i I I ~
r l i ~ Iii I4l ~ f itlill 1 1 i ~ 1 I I ~ , ~ ~ ~ ~ t ~ I i THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE ~ i (I I i ~ ~ 1! ~ f 4 ' ~ r ~ > ~ ~ i L11, i 1 ~ - ~ ~ ~ I I ..,t, ~ ~ I ~ ~ 4 ~ ~ W o~. ~ . w
III " a ' ' . ~f rf ~7, ~I! z ~ r ~ ' } ~ 27~ , f ~ r / I I i I ~ ~ ~ „ CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA I I I ~ ~ ; ; r ~ ~ ! ~ r ~ ~ r r W r f ~ ti / ~ I I~ I ~ ~ S ~ I I ~ ~ i ! j ~ CONTAINS 14,644 S.F., OR 0.34 ACRE, OP, RI IA~I UFFf} . , ! ~ ~ , p, ~ ~ ~ ~ 1 , ~ i 1 ~ ~ ~ I } , ~ ' - i lU ~ ~ I ~ i ~r~ I I
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A A IN I N FF r ` t ~ I ~ - 'f ~ ~ ~ y ~ ~ I I I ~ r I RE _ RIPAR A BU ER ~ r ~ ~ ~ I ~ ~ III i ~ ~ 1` ~ I 1 p ~ ; I ~ , - , , - _ _ ti I, ,
~ ~i i I r I~ I I I I I ,y'~~ ~ l t .:~i i ~ t ~ 4 t~ ~ ~r ~ I 1 272 I i 2ss ZONE 1: 19,010 S.F, ~ ~ I , I ~ ~ ~ ~ •1 r~, ~ ~ ~ ~ ~ I I I ~ , ~ , i I I I I I ~ 4' ( 1 ~'I J i r ~ r i ~ ~ ti Y ~ ,
-ZONE 2: 15,634 S.F. DRAINi~GE AND AINTEtJ SCE 111 III ~ I i t ;•,I I I ~ ~ ~ , 't I ~ I ; ~ , - E~ASEM NTS~~~AROIIND. AL r i t 1 I I I,Ij r' ~ i t; , ,ri ; ~ ' ' ! 'r ~I ~ I i s ~ i` ~ ~ ~ , - ~~5 ~ ~ ~ ~ 1 i I ,i, ~ : ~ i, •,.1 ~ I i .27 1 ~ ~ ~I , _ , 271,, ~ _ ~ ~ ~ - ~ I
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~ A ~p~ I L, I ~ 2 0~ ~ SEVEN FEET 7 AS MEASURED FROM ROADWAY ' ~ v 1. \ ~ ~ ~ N lA2 i r ~ ~ ~ r f i~ \ I ~ ~ ~ ~ ; i ~NIV~ OUT ~-'I 238.50 ~ ~ , k. i~ ~ ~ , _ - _ , . _ . - ,1 _ .r. w _ ~ - ~ ~ 216
~ ~rI r r ~~~i ~ I ~ i V , ' ' ; ! ~ , I ! I I, , , I + + ; , 1 CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE ! V ~ ~ ~ ~ ` ~G~o qq I ! ~ ~r I //I ~ I ' ' ~ ~ ~''i ~ r1 i I' f i~1 i ` ~ I I ' ~ I ` ' ~i PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL _ . _ S _ _ , I _ , ~ z ~
~ ~ ~ ~ I vb I ~ ~ ~ ;1li,~l r I~LI , ~ ~1 i ~r r r ~ i ~a~o I ' I ~ , I ~ ~ w ~'ri j ~?'l 1 ! ~ r*~ 'I i ' I ~ ~ ~ 'INSTALLED TO NCDOT SPECIFICATIONS OR BE ' 0 ~ ~ ; 0 n I ~ s - 217 ~ _ STA. 12+06.81 _ _ AINSLEY DR.
r ~ 9 ~ ~ / ~r ~ ~j 1 1 ~ ; ~ i r I 1 1 'r ~ ~ t q+OO,Op ~ ~ m, ~ fZ~.c 1 i ; ~ I ~ , i r t . ~ ~ ~ GRADED TO A 4:1 SLOPE OR FLATTER. , 218 . „ ` , " STA. D+09,00 , _ ~ I
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3 I NOTE: 0 E EVEN FEET 7 AS MEASURED FROM ROADWAY I i ~ i I I I ~ i
INV T 0{ THE 2 60 R.C.P.s SHALL BE S ER S CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE ~o PLACED AT A MINIMUM OF 12 BELOW a i T F ATIC ~ PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL ~ ! T ~ n~, !r ~ ; ND ~ ~E~E~~~b F~. ~.,'ST~ ~T.O ~
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- 'PUBLIC RIW Y DRIVE 50 AINSLE PROFILE VIEW SCALES: Dalton En inea~in - - - -
N~ _ ` N. .D.E.N.R. TREAM CROSSING RE E T _ - C S US
1" = 50' HOR nd Associate. A.
FOR ~
t its =1OWER
f' A 446 East Main Street 910 -5!,0-4740 ~E co PLANTATION ~
ki ~ P.O. Box 426 Fax 9 1 W L'--741 a a oR FO F t
WILDI a EO Clayton, NC 27520 ~ WILDERS TOWNSHIP - JOHNSTON COUNTY, NORTH CAROLINA E3S
7
N Job: 0 -015 ~C; REVISION 002: ADDRESSED N.C.D.W.Q. COMMENTS - 8/2{.)'04
REVISION 001; ADDRESSED N.C.D.W.Q. COMMENTS - 8 9 ~)4 / ~~EAM

~ SUBDIVISION SITE DATA

~ i ~tS AREA IN PHASE 5 LOTS 211-279 .................................................................1,855,715 SF...........,,,.....42.60 AC
O % ' . 1 C`~ AREA IN R/W (PH E 5) ....................................................................................................199,289 SF.,.,,.,,,,,,,,,,,,,,..4.58 AC '9~ LINEAR FEET IN STREETS (PHASE 5). ................................................................................3,753 LF
~ r'' NEUSE RIVER ~ AREA IN LOTS (PHASE 5) :...............................................................................................1,656,426 SF.......,...,,..,....38.03 AC
O Z ~ AVERAGE !_OT SIZE (PHASE 5): J 8,000 SF ,,,....,,,,,.,.,,.,,0.413 AC AREA IN NRB (ALL PHASES) :......................................................................................f1,004,835 SF.....,,...,,,,,,,,..23,07 AC
i ~[g~ AREA IN WETLANDS (ALL PHASES): ............................................................................f542,893 SF..,.,,.,,,..,,,.,.,.12.46 AC
I §i j I' AREA IN NRB/WETLANDS (ALL PHASES) :.................................................................f1,547,728 SF.,....,,.,...,.,,..35.53 AC
SR FUTURE DEVELO PURE DEVELOPMENT 'A WETLANDS ON LOTS WILL REQUIRE DEED NOTIFICATIONS.
i C 1705 TI FA AsrLEaERRr FOR MUL ~ WETLANDS AND 50' NEUSE RIVER BUFFER DELINEATIONS WILL BE RECORDED. 'OR MULTI FAMILY '9 NO LOTS ,4RE SUBJECT TO THE FEMA 100 YEAR FLOOD LINE
~ RD. TO BE SOLD i ~ TO BE SOLD AS ~
i ti ~ SEPARATE TR SEPARATE TRACT PARENT TRACT INFORMATION: PORTION OF THE FOLLOWING: ~~~~~~~~~..~.~i~il~.~c:;,,,r.
~ i SITE NC F'IN 1689376239
I SR17 ` WEFI.f~`1D~' NC FAIN 1689271436 ~~O O Z ~ ~~d
I 4 p_ I ~ SETBACKS: FRONT; 35'
I la NEUSE RIVER ~ SIDE YARD: 15' ~ ~ 'd`,(l.~ ~l~
PARKWAY ~ ~ z12 0 0 4; I CORNER SIDE: 25
h ~ , REAR; 30'
~ SOUTH MURPHREY RD,,`d 0 zu O CURRENT USE: WOODLANDS
SR 1703 k~~ ~ 0 r r PROPOSED USE: RESIDENTIAL
r/ / 0 ~
O NOTES:
VICINITY MAP (NOT TO SCALE) 228 1. THE PURPOSE AND INTENT OF THIS PLAT IS TO SHOW ALL NRB, WETLANDS, AND THE REQUESTED STREAM CROSSING.
y ~ 0 , ~ / 2. A HOI+aEOWNERS ASSOCIATION SHALL CONTROL COMMON PRIVATE PROPERTY. HOA WILL BE RESPONSIBLE FOR THE
, 1A - LEGEND OF HATCHING \o. Q MANAGEMENT OF OPEN SPACE, BUFFERS, ANO RESTRICTIVE COVENANTS.
0 ~
W . . . . . . , o' ETLANDS \ V ` ~ LE EL 3. EXISTI:JG IMPERVIOUS AREA WITHIN PLANTATION POINT CONSISTS OF THE FOLLOWING AREAS: A. THE RESIDENTIAL LOTS IN PHASES 1 AND 2 (LOTS 1-94).
~ " " SPREADER 5 NEUSE RIVER BUFFER (NRB) ~ - - # EACH LOT WHICH HAS BEEN BUILT UPON CONTAINS 12,000 S.F. OF IMPERVIOUS
AREA (HOUSE FOOTPRINT, DRIVEWAY, STORAGE OUTBUILDING, DECK, AND WALKWAY).
EXISTING SUBDIVISION STREET - - - LEVEL ( < - . O B. THE AMENTITIES IN THE RECREATIONAL AREA (1-POOLHOUSE, 1-POOL, COMMON
PHASE UNE ~ ' SPREADER #7 O \ \ COMP~ON PARKING, 2-TENNIS COURTS, AND WALKWAYS),
\ ~ \ TREELINE \ zz4
\ ~ ~ I ? x39 NOTE: STORMWATER RUNG 24e 0 v ~ , 249 0 ~-~A~~ )RMWATER RUNOFF RECONCENTRATES C. THE SUBDIVISION STREETS IN PHASES 1-3 (SHOWN HATCHED).
0 - AFTER RELEASE INTO NATO - ~'1 , LEVEL SPREADER PRACTICE EASE INTO NATURAL DRAINAGEWAY; EADER PRACTICE NOT APPLICABLE AT
247 1~, 240 ZZ3 THIS AREA 0 ~ CROSS SECTION
, ~ ~ 2~e , ~
~ ~ I 222 0 T x45 ~ 241
~ 251 0 0 \ ',o 1 '~20' DR AGE s 244 VARIABLE MATERIAL
T 0 ~ ~ ~PSEM T (TYP. NOTE: STORMWATER RUNOFF RECONCENiRATES I i 43 '>rn\ _ Fr.~ STAPLED IN
AFTER RELEASE INTO NATURAL DRAINAGEWAY; I i ~ ; ~ Q z53 , o PLACE
LEVEL SPREADER PRACTICE NOT APPLICA6LE AT , 242 THIS AREA. ~ j ~ ~ 6' MIN
~ 0 ~ ~ ` 2e4 ~ SEDIMENT ~ LEVEL LIP
I. 0 I ~ ,,TRAP ( P.) OF SPREADER
' 2sa x19 3 I ~ ' x83 x 0 0 0 0 I ~ 282 l 0
I ' / ?81 257 I I 285 / 0 BURIED
0 I ~ / 280 ` 218 0 6' MIN
I S 0 Q O I 31 I r! / 268 ` 259
F 0 0 / r / t I 20 q 258 ~ 217 VEGETATED
Il 0 0 34 OI ~ I O 285 DIVERSION ~ y W W W TRANSITION
r 0 ~ I/ I 1 Q. i TO 0
1 ~ 1 289 218 ~~1 ~~E ~ 0 35 . , ~ 0 ~ 0 y GRAD
\ . \ x7o ~ 2'D ~ ' ' W W W W W W W W ~ W W W W
~ 0 ~ x7s v1 EAS 1~ 0 21s o o \ 274 0 y W y y y y \ y y W
0 I , LEVE STABLE W W W W W y W W w STABILIZED
37 x7 2 ' AINAG \ - ~ SPR ER ~6 0 I UNDISTURBED y y~ y y\ y y y SLOPE OUTLET ~Y ~Y ~Y W W \L W y W W
ENT ` 273 x14 \ 0 to ~ `1' u W W y' W W W ~ W y
xe 0 n ; ~ / ve 0 0, r 0 3e - , RF 0~ / ~L W `Y `Y J' W `Y `Y L v W W ~Y W W W W W
4 19 \ / T x13 0 to \ I q W W W W W W ~Y W W W
0 ~ q 0 ~ ~ 7 , \ LEVEL x7e W W W y W W W
0~ 0 LEVEL 29 ' SPREADE 3 x12 MINIM~JM DIMENSIONS
0 1s \ # xn SPREADER #4 0 \ 0 DESIGN FLOW ENTRANCE END
,o ~ x, - ' - , _ REQUESTED STREAM O 0 \ 2 x1 u \ _ xu NUMBER (CFS) WIDTH DEPTH WIDTH LENGTH
0 0 W DRAT AGE \ ~ _ r CROSSING -SEE PLAN 1 0.4 10' 0.5' 3' 13'
EMEN ? ' ~ ' AND PROFILE SHEET 41 O 23 ~
0 -r, 1 ~ 0 , 1x a , - t o , _ BEL O - _ , ~ ~ SHEET 1 OF 2 2 0.4 10' 0.5' 3' 13'
1 I «Y I 3 2.0 10' 0.5' 3' 26'
~ 42 I I I ~ IP ~i~ ~ -1 - / 0 ~ . ~ 1o I I ~ i i ~ 1 v
~ I - I L' I V L ~ ' ~ ` 4 2.8 10' 0.5' 3' 39' ~~jl - . \
51 2 I II PR ER 1 ~ ~ - i I a 0 7 I I 1' S EAD , 0 ~ ' - - ` 5 13.7 t 6' 0.6' 3' 182'
DO I r P ER 2 , e 9 I I I S EAD / 0 0 7l7 i ~ \ ~
' 11e ~ ~ DRAT AGE ~ ~ ~ I 117 0 ~y ~ ~ 6 1.3 10' 0.5' 3' 26' _ 'J
0 `Li ` 114 0 e ' R A , I , 20 D G ZO ~ ~ ~ EAS NT 113 _ ~ ,
0 , , 111 i , ~ \ ~ ~
~ 110 ' ; O 48 53 , ~ ~ i r 0 OS , 0 x 0 , , , J ®
0 201 ~ X7 i ~ 10.1 0 ; ~ uu 0 105 . so. CONVENTIONAL LEVEL SPREADER DETAIL
I ~ /i i / 0 ~ , toe ~ ~ I / 0 20 DR 1 4e 47 m 4 i 107 - 20' DR ~A NTS
54 _ / ~~A~1~ % /199 EASEM 0 0 0 ~ o o _ I - ~ 10e , 0 I r I t2o toe ~ v EASEM ~9'Ai NOTE: DETAIL PROVIDED BY N.C.D.E.N.R. -LAND QUALITY SECTION ~ ~y EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
- - 0 109 0 ; I \ , I - I 203 `~G T
o I 3 , : 1fb o o ,5,
RECREATIONAL ss I ~ 121 0 xo4 0 0 ~ AREA I ~ I I 152 151
I I ,53 1~~~[A~IE I , 0 W7 101 ~~A~~~~ ~ ~ `:c
0 I 1 ~ 0 PLANTATION POINT • PHASE 2 I , ,22 ~ t00 ~ ~ 1° I 0 I 0 zos O ~
I ~ W 149 0 CROSSING ee 154 0 I Z 0 0 , .':4 , ~W>.. i . . 'i'z.
DWQ PERMIT No. 03-0835 I ~ ~ 99 , 147 198 ~ o 108 ',;:r, , ti
,23 0 , I 0 0 , I n I ~ i' ` 155 ' i ~ 2 ~ ,,Y . . ""rat,;:, ~
n~V ~ ~ ~ O 181 182 , E 0 , I AT 0 ~ 14e WIN'D~ ; , ~ / 1116 i' . .~'l:>;,
,1e 1ex , , 19a o " , ~ 1x4 ~ i 207 / . . . . .~v,
i ~ 0 158 180 ~ ~ 0 0 0 ,.~20' AI 93 I a 14s ~ ~ ~y . . POSSIBLE FUTURE
I 92 0 1. 94 1e3 EMENT 0 0 0 0 m I 57 I i i 97 N 194 ~ to 't; N ,04 ~ DEVELOPMENT
' I i i 0 167 ' ~ ~ I i ~ / / 183 0 i , ~ 0 159 20e / 0 0 0 . ''r.
I i I 'I % ~ l 158 144 0 56 I ~'i p5 14 184 ~ 193 ...'POND......... .
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9 0 D DR AGE ~ , 9e n3 N 0 I _ o o ~ 143 ty'. . . . . . . .
o ~ 166 f I I ~ i 8° ~ D NAGE 0 n2 ~ ' ne 192 101 \ 182 I . . . . . . . . . . . . ~I 1 f , r
I u u-~ a~~ O 0 zs 0 ~ NT 0 1e5 , 0 9o N 0 210 loo I ~~L~l~~!-~}FL1{~~~(~~i~,~~~il~~' I ~ . . . N,
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no,"T- E ~ N e T rn ,7e C,' ~ ~ ` ~ OF ` 189 175 160 ~ . . . . . . . . . . . O I !i' . . I,. . . i . . . . . . . ,
o , - E~t~ e1 e7 as R ; , 1xe 0 / 157 tee 0
0 0 1e7 7D F ~ ~ lee 0 , 0 . ~ ' 12e t 0 161 166 ~..i'. 166 O Q I . .E.N -
DR N G 139 20 D 13e
ex 7e ~ i 0 - 0 / 8? eo ~ ; 137 _ 0 NT Q EASEME , Q 0 13e FOR 20 AINAG
tS~ ~ ~ ~ 13s 131 ` 0 - - ti EASEM
~ e3 75 134 0 ux 0 0 133
0 \ 0 74 ~f o. WILDERS TOWNSHIP - JOHNSTON COUNTY NORTH CAROLINA
\ O 78 \ 0 ROAQ ' HREY
\ 0 0 0 P 7 ~ H MUR ~ gpUS M~~tP ASH OWNER & DEVELOPER -
85 ~y 1703 ROYAL FLUSH DEVELOPMENT, LLC Dalton En ineerin -
~ ~ 71 CIO MARTY GILBERT ~ " '
o o - e7 a t~ SCALE: 1 - ~ • 1 = 273-C BLUE POND ROAD ~ and Associates P. A. SCALE. 200 y
0 ~ n rl evrnti uc ~~~~n _ A~ _a`v, .~a~
r, Q` a5" 446 East Main Street 919 550.4740
1 O TREELINE 100 200 200 400 600
(WOODED AREAS) P.O. Box 426 Fax [phone]~ 0 N
i" ,i F ~ Clayton, C 27520
~ ' ~ 7 revision: OU2
REVISION 002: ADDRESSED N.C.D.W.Q. COMMENTS - 8/20/04 Job: 04015 /30/(
REVISION 001: ADDRESSED N.C.D.W.Q. COMMENTS - 8/9/04 ~ w, I~ File: CONTROL ~ ~i .~w4y ro. D~~ ~.eet; 2 of 2

i ~ i ~ r~ j i I I I I 26~ i~ 1 I I ' i
- - 1 1 t t - ~ ~ - ~ r ~ ti l ~ I - - ~ III ~ ~ _ rr, ~ ~ l,r ~,,rr ~ 1 a r ~ ~ I I
- ~ .1 r i r ~~r ~1111~11 ~ ~ 1' ti~ i r ~f / ~ 1 I f _ "-`j ~ ~ I I ~ I d I ~i r 1 1 l l ~ l 1 r l~! / ,~h i ~ ~ / r I OF UTILIZING 4;1 ~ - - ~ ' s5 _ _ ~ ~ I w ~ ; ~ ~ , ~
BASED ON N,C,DAJ. DESIGN STANDARDS _ i i ~ I r l r t 1 i ~ t rrr ~ ~ r i d ~ ~N TH OF PIPE ~ ~ ~ rr{ , r r rv r 1 I ~ ~ ~ ~ ~ ~ ~ ~ i r ~ ~ / ~ r r ~ ~ ~ FILL SLOPES WITH GUARDRAIL, A 100 L.. G V ~ _ - I ~ , r i 1 ~ 1~.~~i ~ 11 ~ ~ INI r r ! r~ ~ i ~ ~ ~ ~ : i
WOULD BE REQUIRED FOR THE STRAM CROSSING. THE- ~ " . \ ~ I I ~I r N~ 11 ' r r ~ 60 275 ~ r ~ , ~h ~ 1 I I I 1 1 ~A1~~~ r loll l ~ r ~ ti, i ~ i~ ~r r r ti ~ t i I TURB 148 Of STREAM BED. 1 ~ ~ ~ ~ ~4 ~ ~ r r ; / ~ 1 PIPE CROSSING WOULD D S , ~ _ ` ~ ~ i , ~ ~ ~ ~ , ~ 1 i i i i i i ~ , ~ ~ , , ; / ~ 1 1 1~ i l; l 1 1 ~ ,I~ 1 ~ 1 ~ i~ r
~ i ~ 1 1 1 ~ ~ 1 ~ ~
- z55 - 11 ~ , ~ I ~ 1 ~ 1 , ~ r r 3 . ~ - \i " ' " _ _ I ~ , , i ~ i ~ ~ i , ~ +~1 111 11 ~ r r r ~1 ~ ~ ~
- ~ r _ - ~ ~ ~ i 1 ~ ~ ~ i ~ ~ I ~ ~ + ~ i ~ ~ !~ll~ 1 1'l l 1 11 i i I, I NVERTS OF THE (2)60 R,C.Ps SHALL BE ~ / , r r r~ / ~ Z ~ ~ a ~ _ I ~ ~ ~ 1 ~ ~ i ~ ~ ~ ~ ~ ~ .~•~ll i11~1t~1111 I~~P ED AT A MINIMUM OF 12" BELOW ,r r / ' 1 ~ ' 1 ~ ~ i ' 1 Is ~ ass _ _ _ _ li ~ t'
- - - ~ i ~ ~ ~ i 1 ~ ~ I ~ 11 ~ ~ i ~ \ , r ~ ~ 1 ~ 1111 ~ , i LAC ~ / r ~ ~ ~ ~ " , i ~ ~ ~ 1 s ~ I r'' ~ ~ THE STREAM BED ELEVATION FOR AQUATIC , r r ~ ~ i ~ ,
- ~ i 1 I l ~ ~ nt 1~ \ 1~1 ~ ~ tll r I r r ~ r I _
1 ~ ,
260 - r I 1 ~ I I r I l r ~'f / ICI I I~~~lI~ i l l y I I ~ ~ I + } r i t 1 r 1 I X. ISA~. S~W. M ~ ~:I / . r r i I 1~ i I ~ t ; I I o ~ 1 t r 13 r r,~ OUTLET Y i~ rrrl~lll iii i i l, ~ ~ r ~ r 'Q r r 1 ~ I i i ~ I I 1 W I A i I I 1 m I I i
~ ~ ~ I r , r r ~ ~ , r / PROTECTION ~,Y i~ VIII I Il~rl, l ' 'N I~TIO PpI~IT~- PiHA6E 51 ~ r~ , r ~ , r i I 1 i I I i l r r rrr ~ ~{r / r r ~rrrl i t _~~~A ~ ~ I I r r r l i r ~ i _ ~ r+ I r r~ r r r ~ /!l l;"~ rrr rrr n ,1 ~ ~ I' , r, r ; I i i r r ~ ~ _ l I ~ ~ I I ; ~f/!I' J~I' 240 / ~r r II I .1 ~ ~ 1 i ~ 1 1 ~ I f'"' ~ / ~ 1 I ; , ~ , , ~ F- , C % I ~ 243 ~ ~ , 1 ~ 1 1
_ I I I I~ 1 ? 1 ~1I I t ~ ~ i l ~ I I ~ l I I I ~ r 1 I ~ ~ i - ~ 1 i 1 r I~~ ~ ~ LL! j i I 1 i I ,fir' 11 1
PIPE~~flil ~fi r y 7tl ~ 7 t i ~ r ~ , r ~ ~ r t THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE ~ a ~ ~ ~ ~ ~r rrr r~ I ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ I W ~ ~ ~ r ~
' D WITH A BOLD LINE. THIS AREA ~ 1 I p i I! , r - ~ ~ _ i r rr ~ r r ~ , ~ ~ ~ ~ ~ ~ 1 ' ~ ~ r I i 1 r ~ i r I CROSSING HAS BEEN DENOTE ~ , 1 i , I I it .>d~ , ,,r/r rr'~ ~ ~ ~ ~ ~ ~ ~ , ~ ' ~ ~ ~ i ~ I ~ r t i 1 ACRE. ~ I f~ 0 "r' ~ ~ ~ i i i \ r " ~ ~ CONTAINS 15,895 S.F., OR 0.36 ~ ~ i I , ~ ~ 15 ,r.ij - - i ~ ~ i i~~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ i ~ ~ I~+ i ~ r i ~ ~ r ~ ~ 1 2j - I ~ , ~ l,- T ~ F- . 1 ~ ~ i ~ ~ 1 ii ~ II Y ~
118 ~ ~ ~ i ~ I 1 ~i i I I • I, I ~~r r r~~: i 1 ~ ~ ~ ~ ~ , ~ ~ ~ ~ i i r ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ i i ~ i ; i 'la,~ , -^~~~,:t:, ~ ~ ~ ~ 1 ~ 1 ~ ' ~ ~ ~ 1 i 1 272 I , ~ , ~ ~ ~ ~ ~ ~ ~ Iii ~ ~ I ~ t - ,..,1 1~ :~`i „ ~ ~ 1 I ~ ~ , , ~ ~ ~ ~ ~ 1 i , ~ , , ~ \ . ~ - \ 1 ~I ~ X11
CFA IN RIPARIAN BUFFER ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ I ~ ~r ~,.1 ~ , ~ ~ , ~ SEDIME T >FE CE ~ ~ ~ ~ I i ~ ~ - ~ ~ ~ ~ ~ 1 ~ I~ ! ~ ,
ZONE 1: 19,619 S.F. ~ ~ ~ ~ t ~ 1 ~ ~ i i ~ + f ~ 1 :....;r 11~,:'~.•:• ~ ~ , ~ ~ I 1 i ~ ~ ~ , 285-----...,, I i ~ t r C~',~~:.;1 1~ ~ :a,... ( PICAL~ x,27 S.F. RNN GE ~ D ~AINTEI~ C ~ 1 i ~ i ~ i i ~~~r:~ ~ ~ I r ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ -ZONE 2; 15.536 ~ ~ ~ ~ ~ , I 1 ~ i I r • is ~.ar + ~ ,1 ~ s ~ : + t ;a. ~ ' ~ ~ ~ i ~ 7 ~ ~ ~ ~ ~ ~,1 J~ ~ ~ , , 1 , 271, - ~ v~---~_. ~ I ~ ,111 1 'I ~ /
STREAMBED: 1740 S.F. EM NTSIAROIJND ~ ~ ~ 1 1 I ~ ~ ;a 1 k p•,,. ~ y M.;~. F I ~ •w~ ~ ~ :1~. ~ ~ ~ ~ ~ ~ ~ < < ~ ~ I \ \ ~ ~ _
. - ~ LE~EL PRg4DE~S t 1 ~ ~ ~ ~ ~ ~ I ~ ~ i 1 } ~ ~ ~ ~,t: ! ~ I ~ . t ~ . ~ ~ i < < i ~ ~ ~ ~ ~ 1 i 111 ~ s~~•r. ~ ~ ~ 1 - , ~ _ 258 ~ ~ , r II
~ 1 ~ 1 ~ ~ ~ ~ ~ ~ AI 111 '1 '~1~,.,1 1 I ~ I ~ ~ 1 l ~ 1 ~ 1 ~ ~ I.1" ' V' ~ . L ~ ~ I r ~ t ~ ~ ~ I 1 ~ ~ 1 1 p ,.',.::I'~~ ~ , i I 1 0~ 1 1 a 1 I I ; 1 v~ ~ A . _ f X51 ~ 1 i ~ ~ ~ i ~~~i r ~ r r
EX. SAN SEW. ~ ~ I : ~ ~ ~ ---r~-+.y- ~ ~ ~ 8u `'1^ ~ ~ ~ ~ 1 i 1 ~ ~ , i ~ Q ~ i ~ ~ ' i..... ,~C, WATER r ~ ~~23 ~ ~i ~ ' ~ ~ r ~ i i ~I ~ z~5 z~ I ~ 1 I ~ ~
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/ ~ 1 1 r I/, ~ r ~ i I v~. I~ 2 9~, r , ~ ~ ~ ~ yl ~ ~ I i 1 1 ~ ~ f ~ ~ r ; ~ ; ~ , ~ ~ ~ ~ I ! r r r 1 NN OUT 3,8.50 , ~ SEVEN FEET (T), AS MEASURED FROM ROADWAY r - S 21-g . .r ~ ~ ~ _ ~ ~ ~ 11
~ j I ~ ~ ~ ~Oi ~ i ~ ~ ~ ~ rl i r l \ I ~ r r 1r i i ' ~ + ~ ~ i i ~ 1 ' CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE r r ~ \ ~ ~ , N ~~a k f ~ r ~ ~ ~ i ~ s > > AR RAIL ~ ~ ~ ~ ~ ~ rn i E ~ I rrr V ~ ~ i i r i e r r i I p~ ~ ~ ~ 1 I~~ ~ ITHER GU D + 2 - ~ _ STA. 1 ~+06.81. _ \ ~ ~ _
~ ~ ~ A~ ~ ~ ~ ~ t^ ~i~ ~ I I ~ , ~ ~ ~ ~ i ~ ~ i I ~ ~ ~ I r r ~ ~ i i ~ 1 1 t I ~ ~ ~ PIPE CROSSINGS SHALL HAVE E r ; ~ ` ~ ~ V ~ ~ ~ pp I , r ~ ~ I ~ r ~ ~ c ~ ~ ~i ! h', r r ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ INSTALLED TO NCDOT SPECIFICATIONS OR BE r ~ ~ ~ ~ 1 vb ~ r ~i / r r ~ ~ ~ , ~ ~ r ~ _ s _ 217 ~ R \ _ „ _ - ~ 218 STA. .b+0..00 ~ ~
~ ~ ~ ~ I Oi0 J ~ / ~ ~ r ~ I ! i i r .ll,~i~ ~ r t t ~ I I ~ TI I I ~ ~ ~ r i ~ , ~ ~ I ~.1 1 Dpi ~ I / r ~ ~ ~ I I ~ ~ I I ~ ~ ~ ~ ~ ~ ~ I ~ ~ r I r ~ ~ r , r I 1 i ~ ~ 1 ~ ~ ~ ~ GRADED TO A 4:1 SLOPE OR FLATTER. ; r _ 1 "STREET "C" .
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r r r r r r r' rrr i i ~ l 1 1. rl 11~ \ I I i i r ~ r t~4NCH TER iTRAI~ i ~ ~ ~ ~ r i 1 i i~ or r W ,MHO' / r r r r 11 1 1~ 1 l i t ~ i i r , r a ~ r ~ , r , , ~ r r ~ E~(. `~AN;' SF, ; r r ~ , ~ ~ 1 I ~ ~ ~ ~ ~ ~ ~ i 1 ~ ~ ~ ~ ~ ~ ~ ~ i t ~ r r _ - , _ - _ - ,
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~ _ } NOTE: ALL EMBANKMENT FILL GREATER THAN NOTE: T AS MEASURED FROM ROADWAY I ~ ~ ~
3 HALL BE SEVEN FEET ( j INVERTS Of THE (2)60 R.C.P~s S CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE i
~ PLACED AT A MINIMUM OF 12 BELOW PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL i I THE STRF~4M BED ELEVATION FOR AQUATIC INSTALLED TO NCDOT SPECIFICATIONS OR BE i ~ ~ ~ 220.00
? ~ LIFE PASSAGE. GRADED TO A 4:1 SLOPE OR FLATTER. _ _ _ _ ca ~ _ _._----._1_____________ _
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VIEW SCALES: ~ PROFILE E T P. A. E U r es R Assoc at IN n R d M A TR .R. .N D. N. .
1 ~ ~ . FOR 1. 919 550-4740
1" . 50' HOR . ~ Oa 446 East Mam Street ~ )
1" = 10' VER cN PLANTATION POINT - PHASE 5 ~W ~Ew CONS P.O. Box 426 Fax [phone] R ~ OR
FO E NC 27520
WIL HIP - JOHNSTON COUNTY, NORTH CAROLINA Clay WILDERS TOWNS E Job: 04015 Date: 7/30/04 Revision: 001
N
File: STREAM Drawn: DBL Sheet: 1 of 2 REVISION 001: ADDRESSED N.C.D.W.Q. COMMENTS - 8/9/04

W.y,~ LL....
r,
- - SUBDIVISION SITE DATA
~ ~ ~ :w: AREA IN PHASE 5 LOTS 1-69) 1,848,205 5F.....,,.,...,......4'~.~~~3 :C
0 i _ (1; .........................................................................199,289 5f ......................F•.,., _ . AREA IN R/W (PHA E 5) . .~'~,.~i,'n~`,,', LINEAR FEET IN STREETS (PHASE 5): ..................................................................................3,753 LF
n ~ . `Y.,`~r~~' AREA IN LOTS PHASE 5:.. ,.1,,648,916 5F .................37:;SJ ~ ,
• NEUSE RIVER ~ - _--'a~;~:: ~ l _ ~ y~-. AVERAGE LOT SIZE (PHASE 5): . .....,.18,000 5F 0.41
Z ~ _ . . ~ ~~~-_9 ~ AREA IN NRB (ALL PHASES):.......... ...................1984,654 SF...... ....,..22.G0 RC _ 3af ~ _ . AREA IN WETLANDS (ALL PHASES):...... ..........(552,202 SF,,..., .,....12.69 ~?C
_ ~ _ ~ ~ N ~p~ " .........11,536,856 SF 35.28 AC ~.~a, AREA IN NR8/WETLANDS (ALL PHASES):...... - ~i
' ~ v - ,~;~n~'~„ + WETLANDS ON LOTS WILL REQUIRE DEED NOTIFICATIONS.
, ~F-E~~URE'';a~VE~QPM~~dT( ; ;1, WETLANDS AND 50' NEUSE RIVER BUFFER DELINEATIONS WILL BE RECORDED.
1 ASTLEBE ~ - ~ L ,0~ ~ ~ 1 I3~" , , ',~u NO LOTS ARE SUBJECT TO THE FEMA 100 YEAR L000 LINE ';`~dr BE'~, ~p~~`, ~S ~ ~ ~ ,"1, , ~ , ,1„r,.-, ~
~ ~ . i . r i ~l~'~Ir~'%l~'%-~' PAR NT TRA T INFORMATION:
i s ~ ' ~ +,+~~pQ~ATE~, . ~ - t ~ , ~ ; r, 1 PORTION OF THE FOLLOWING: ~ ~ ~ ',1 ; r i ~ %'''~,'`r%1'~'~" , I I ~ti ~ ~ ; ! "a'' ~ NC PIN 1689376239
SITE a , , , . 1.1~., t, ~ i ~ ; ~ ;.:~";,;ri~;,1 ir,,;~~,, „j ~~~I NC PIN 1689271436
~ N S r~'?;~ ; • WETLANDS' • ~ , ; ~ . ' ! i R 1704 ~ . , ; J i ; , ~ ;'l, , 21'Y~, ~i,~j,~i,~~,~~:i,~'.: i~/ii ~l ~ii~r4'~ /,~~Y('
~ . r h i ,`I,~e;t1;r~, i, ,Il%";~~, ''lv , SETBACKS: FRONT: 35' - '%i~'~!`i~'; ~'r'~ ~ ~ t SIDE YARD; 15'
j _ , , ~ ,fr,~ ~ ' ! ! , NEUSE RIVER _ ~ ~ ;;;,1~ ~ ifs 1 ~!`z~2, - - ~v,~, ; , , iN~==?-~';~_~'- ~ i;;, CORNER SIDE: 25' v .r r, ; r
PARKWAY ~ , , i, , ~ ~ ~ t. r~;,~, - o - ~~o~ i'~ i, REAR: 30'
~~„l,~ - r.. ,fit , r r,l i ~ u~'l ~ rr-0`~'I ~ SOUTH MURPHREY RD.' hr,,,;r, a ~ ill,` ~i''j; , r ~ r ,i %r,
SR 1703 ~~Il~i~~„ ' I', t CURRENT USE: WOODLANDS PROPOSED USE: RESIDENTIAL
Al I. ~ - i' 7 ' , i i~ i i ~ 1 . ,;~k. r',
".t` 4 ~''i ~ ii ~ ~ / r. 'Y i ~ ~I~ a7i' ~ ~ iii, r r,' i ; NOTES
~~~ii+.+,.+ ://,.r' ~ ~1. 1 ~ l'r l its. VICINITY MAP (NOT TO SCALE] ~ ~ ; ~ ~ ; ' " i , ; I % , " ~ ; 1. THE PURPOSE AND INTENT OF THIS PLAT IS TO SHOW ALL NRB, WETLANDS, AND THE REQUESTED STREAM CROSSING.
I ~
~ ~1, x . j. ~ ~ l ~r'r+~ i f I i ' 2. "50' NRB DETERMINATIONS MADE BY STEVE MITCHELL - N.C.D.W.Q. RALEIGH REGIONAL OFFICE. 1~
` / . / LE END OF HATCHING ~ `~o ` - ~ - _ ~ ~ ~ ~ ` , f 1 ' ' i -456- J 'r 1' ~ i 1 ~ 1 ~ ~ J~ J i 38 t ~ i " ' R A IATI N HALL CONTROL COMMON PRIVATE PROPERTY. HOA WILL BE RESPONSIBLE FOR THE 3. A HOMEOWNE S SSOC 0 S
~ ~G~, ~ _ J / . _ ,rr,, ;,J;' ~ ~ I - WETLANDS 1 ~ ~ z ~ ~<s - - ~ - / ~ r / ~ ~ ~ - MANAvEMENT OF OPEN SPACE, BUFFERS, ANO RESTRICTIVE COVENANTS. ,
l _f / ~,~y ' 4. EXISTING IMPERVIOUS AREA WITHIN PLANTATION POINT CONSISTS OF THE FOLLOWING AREAS:
NEUSE RIVER BUFFER (NRB) ~ \ ~i gag. _ " / ~ ~,r , ` J ! } ~ ~ y J ~ k ~ r'/ , r ,/„r,, „h A. THE RESIDENTIAL LOTS IN PHASES 1 AND 2 (LOTS 1-94).
EXISTING SUBDIVISION STREET ~ ~ v'~ ~ . '~;/r',; ~ ; ; „1, , y,~,J6';;%;, EACH LOT WHICH HAS BEEN BUILT UPON CONTAINS 12,000 S.F. OF IMPERVIOUS
~F. p,. ~`i;.. ~y[a - ,'~Y~.f~',lu7tri 'S f ' / ~l~~i~ 1~'U1 J~ h M'!' 4 +M 1 l1Cn i ~ „A,. + PHASE LINE ~~~~~~~~y~~• ~ ~+~'+~.:~1~p~ v ~i &»W,y~ ~ f~/ r ~ ~ / ' rri '~ri ~i ~ ~ AREA (HOUSE FOOTPRINT, DRIVEWAY, STORAGE OUTBUILDING, DECK, ANO WALKWAY).
~ iju l~, ~ ~ 1 ~ ~ iu ~ s~~ ~ l i~ ~ i , ~ r ,rii r,i ~ A~+~+~~+ ~ ~i~ ..-L.a I r i J ~ ;t 1 ~T1bir~~,'i iilrSilJrU~ - B: THE AMENTITIES IN THE RECREATIONAL AREA (1-POOLHOUSE, 1-POOL, COMMON
TREELINE \ ~ i' ~ _ ~ w ~ vv ~ r~' _ , , j„ ~ ~ ~ J,~~ ~ NOTE: STORMWATER F N NTRAT S COMMON PARKING, 2-TENNIS COURTS, AND WALKWAYS). STORMWATER RUNOFF RECD CE E
; ,,,v+++, , . ; _ _ ,,i iii I,~i,,~ i+ , ~J~~++ AFTER RELEASE INTO P RELEASE INTO NATURAL DRAINAGEWAY; C. THE SUBDIVISION STREETS IN PHASES 1-3 (SHOWN HATCHED).
~J ' ~ r ~ ~ - ~ ~ ~ ~ ~ ~ ~ LEVEL SPREADER PRAC ~ +`W +\+A~ - ~ `~\~1. ~~~+l It 1, 11 1 ~++1 . b~ ~ ~;r r ~ , ~ zz~ THIS AREA. SPREADER PRACTICE NOT APPLICABLE AT REA. N
CROSS SECTIO
w"` b \ ' v ,1',' 5 J1 ~C- ~ ti+ v ,A 1 _722
i r ' , i ~ VARIABLE
~?~V~. ~ ' ' D'-'0 A f (244 ~ yr ~ 1~`„ •1 ~ ''k'. v "C~ v, MATERIAL STAPLED IN
v ~SE T ,(TYP. NOTE: STORMWATER RUNOFF RECONCENTRATES , i ';;1 ~ ~,.v~.; ~ , ~ , 247 v ~ . PLACE
AFTER RELEASE INTO NATURAL DRAINAGEWAY; ~ ~ ~ ~ ' ` ` ` ti ~ ~ ~ ~ 1 ~a ' , ~ 2,52 s3 ~ ~ ` , ~ ,i. , ~ P I A EAT ' ~ ' a~;~ ~ ~~1~~ + ~ "242'-;-- / , ~ - LEVEL SPREADER PRACTICE NOT A PL C BL i , , , i ~ ~ - ` , ~ ? 6' MIN
THIS AREA, 1l, , ; ' , , ~ , , 1_ , _ ~ , / ~ ~ i , 1 1 _ v, iii ,i~+ i 1 ra ~ i ~ ,i~
r, J r LEVEL LIP - OF SPREADER
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71 ~ I~ ,+I~i , ~ . r J ~ I ~ ~ l . r~ fi! ~+i i ~j' ~i JrI266 / ! ' ® 4r 11 (r ~ 'I I i ~ / .r, VEGETATED
DIVERSION , • , ~ , • ~ y y y
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UNDISTURBED ~ y y ~ ~ y y P ~ SLO E
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27 ~ - - 2 0.4 10' 0.5' 3' 13' _
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I CTl b, /J T1~d~ I. ~ _ ~a r~ . , ; ~ t 9'~ , 1. ','1 ~~',i" ll I',,, ` _ f ~ ~ NOTE: DETAIL PROVIDED BY N.C.D.E.N.R. -LAND QUALITY SECTION ;_-EASE r~ ~"I~~' '~r' "'y '~i ,l / , ~ • ' I ' ~ 1 ~ " ' ~ ° _ _ r ~0~=~,'~'~"•°;~ ' ~ ~ ~ ~ _ EROSION ANO SEDIMENT CONTROL PLANN NG AND DESIGN MANUAL. 1~, rt ~
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Job: 04015 Date: 7/30/04 Revision: 001 ~p
REVISION 001: ADDRESSED N.C.D.W.O. COMMENTS - 8/9/04 File: CONTROL Drawn: DBL Sheet: 2 of 2

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GSF SITE AN(ICIPATED CROSSINGS AND IS NOT INTENDED TO BE THE FINAL LAYOUT OF TH!= SUBDIVISION. THIS DRAWING IS TO PROVIDE DOCUMENTATION FOR THE
vii ~r SR ~ Ip4 0 n LOCATIONS AS REVIEWED IN THE FIELD BY STEVE MITCHELL.
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JOB: 99050 DATE: 12/14/00 REVISION:
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F TI I IN 4.1 5~ I I I i d ~ i,- ~ ~ I, I I I i h ~ BASED ON N,C.D.O.T, DESIGN STANDARDS 0 U L Z G . - - 2 11 ~ { , `ate .,y I , 1 ~ i ~ ~ ~ ~ ~ ~ 1 1 1 I ~ / ' ~ ? ~ ~ i 1 f FILL SLOPES WITH GUARDRAIL, A 100 LENGTH OF PIPE - - ~ _ _ ` ' : I I to ~ ; i r 1 ~ ' ~ I I' ~ 1' ~ ~ r l~ri ~ r ~ , ` / ~ I 1 . ~ ~ ~ I ~ i I~ I~, I~ i I i I ! ~ ~ I , I j 1 i I r i
WOULD BE REQUIRED FOR THE STREAM CROSSING. THE- i 11 ' ~ ~ ~ ~ I i ' ' \ ~ I I ~I;1 ial~' Nt;Niiryl ~ n ~ r ~ ~ i y I I, i~~~.,,1n IIhI r / / 0 - / ~ j~ , 5 ~ 1 I i _ I i~~~' I 1 ~ 1 I i I I i I I J ~ ~ ~ ~ ' ~ - _ . I I ~ ~ ~
PIPE CROSSING WOULD DISTURB 146' OF STREAM BED. ~ _ I ~ ~ ` f , ~ . y~~ o I `ti 1 ~i i _ ~ , ~ ~R,`~~111I1' ill r / / h / / ti x . I ~ _ _ } 1 I I i I (m i ~ ~ '~'4~~ 1~~I II{1~!II~~' ' i~ l / ~ ti~ / 1 , I~ / I A i I I - ' ~ / I I ~l tt II 1 - I I illiii~,~ / III;I ~ i i; l I ; ~ 6a I , i ~ i i t r
1 ~ i I ~ ~ 0.i i 1 ~ f l l l l I I ~ a / ~ ~ i ! f ~ - ~ ~ 1 t i I I V ill i',II I V ~ ~ ~ - ~ i t I I - tllll 11 , - - / I I ' I C I 1 1 ~ ti I i ~ - , , t I ~ I I + , ~ ~ , ~ I I I r
_ , ~ , . I i ! , ~ A , i ~ I „II ,II`~IINVERTS OF THE (2)60 R,C.Ps SHALL BE ~ f / ! ' I ' _ _ I ~ ' I I ~ I ~ ~ i I i1 I ~ ~ ~ ~
v ~ - _ _ ~ I ~ 4 I ~ i i 11 i ~ ~ Ii ~ ~ l 1~,1~'l~'~~i~ iii M F 1 ~ W r t/ ~ ~ 1 - ~ I A ' ' i ~ I y PLACED AT A MINIMU 0 2 8EL0 ~ I ~ ~ I I i I ~ 1~ ~ ~,i~y ff~ill ~ / ~ ~ ~ ~ 'I ~ ~i t ~ j ! I ' I ~ ~t I ~ ~ ;ti 1 I ~ _ ~ - , ` r ~ lI ~ i. I l i i I i i 'I 1 r~ _ ~6S ~ F ' i t I ~
- - ~ ! ~ I I . ~ I ~ ~ ti ~ , ~ ~ ~ i - " , ~ ' ~ THE STREAM BED ELEVATION FOR AQUATIC ~ / / ~ ` I ' I I f _ I i i - I t 1 1 ~ ' 1 ~ W ~ ~ \ ~ ~t,'1I I~Ii1111 ilk IF P A ' l r r l ~ i ~ I 1 I _ - ~ ~ ~ ~ , _ I ~ ' ~ i
. - _ I I ~ i / i _ I _ I i I ~ I J ~F , ~ ~ . . 1 ! I I ~ I I 1 I r I I 1 1 R~s'I!i IIi~ iI' 4 ~ 1 I I I / 1~ / j i 1 p ~ I ~ i t i ~ I , 'i ~ 1ST i 1 i I , ~ I
. 260 I i r f l 'T I ~ f f l l III ~ I I I i ~ l i i ~ ~ ~ i ~ I i r r ~ I I i ~ r l 1, J I 7 a [ t i ' ~X. ISA S~W,. M i11 / • r~ii-I 11 iifi~ll~ , I I I ~ i I rr ; , I i r,, _ ~ l l ' / w ~ ~ ,,1,1,1 111 ~ , , 4 1 I I ' i I I ~ - - ~ ~ l ~ ~ ! ~ t ~ ~ - 1 ~ I ~ i ~ ~ / i ~ _ ~ v ' y ~ ~ ~ i 1 „i
i ~ I ~ I r i i,, T ' i. ~~i r11yi1 I i ~ ~ i ~ i l _ I ~ i I~ I i ; / ~ ~ OU LET , ~ . ~ yr; ~ h , .j1 P ~ A,N ~TIOt~ PpINT~- PI'~A6E 5 r ~ i I ~ i L, I ~ ~ l / r y I ~ / i i ~ ' ~ ~ ~ ~ i ~ . 1 I i ~ I I ~ _ ~ ~ ~ , ~11N~~"l. i
1 t 1 1 Ali ~ t~ 1 ! I ~ ~ ~ ~ ~ r I ~ r PRO7Ff!TIO h~ ~ 1 i r' r _ i I f 7 1 ~ rJ~ J`ll~ ' 'l~~ i 1~liylil 1' l ~ ~1 i l l I 1 I i / / I I - - 1 1 I i ~ I i~ l ~ i I 1 ~ V f / i ~ I i ~ 1 1 I l~ ~ ~ 11 ~i ilii 11 t~~ 1 ~ ~ ~ I ~ I I ~ i ~ ~ ! 1 1 ( I I r i , V ~ ~ - ~ r I } I I I I
ARI BUFFER WHICH CONTAINS THE PIPE ~ , ! I I i ' .f ~ I ~ ' l rk h ~,i'~ I~ I~ t, ' ~ ' 1 ~ I 1 i i W' i I I I f ' ~ i I 1 THE AREA OF RIP AN ~ a ~ ir,~,sr , ~ , I ~ ; , , J i / I - _ _ ~ I _ ~ ~ ~ ~ ~I II I ~l I~ I , ~ o
CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA ~ I ~ p I ' - ' ~r / i ~ , , ~ - s I 1 i ~ i I i ' I ~ I ~ 1 i I ,I ~j r s ~ ~ 9~ , / , f ~ , ~ ~ ~ 1 .I I ~ I ~ I ~ I f I 1 ~ i NTAINS 15 522 S.F. OR 0.36 ACRE. i. I ' ~ I ~ ~ I ~ I 0, ~ ~ I 1 I I 1 ' I ~ I ! ~ ~ r 1 ~ r i ~ i _ 1 1 1 .1 11 1 i t II t ~ t r ~ ~ 2J t i ~ I~ r I ~ ,
~ CO 1 I ~M 1 1 ~ ~5 -~a_ ~ ~I I' i t I I I I I I ~ ~i 118 I. 1 / I~ l~ F-t ' , - 0 i i V _ _ I ~ ~ ,fi ~~i` v
- - L. ~ ~ i ~ ~ I t 1 I I i f ~ i I ~ / 1;, ~ ~ 1 ' ~ ~ I I ~ ; I ~ ~ , I ~ I I ~I A A IN I I F I~ I ~:'r~~ ~ ~ I RE R PAR AN BU FER I ~ i , I I I , ~ ; ~1 r,. ; ~ i ~ t , 1 7 i ~ I I, I ~ I I i I f 1 1 1- ~ I I ~ ~ ~ 1 i ~ I I ~ ~ ~ , ; ~ _
ZONE 1: X10,031 S.F. ~ ~ ~ , , ~ ~ ~;r' 4~~a t ~ ~a ~ 11 I SEDIMENT FENCE , ~ i 1 i I 1 ~ , 265 ~ I 1 f I ~ J~ I a/ 4 ~ ~1 ) ' ~ ~ ~ ~ i ti ~ ~ i ~ I I 1 ~ 1 I i' ~,r L I ~t•~ f 1 ~ i I ~ . ,Q~..__ - - ~ _ ~ ,`r _ U r~ ~I i~ .
--ZONE 2; 15,491 S.F. DRAINAGE AND AINTEN CE 1 ! , I III , - / , t I v I ~ , . L~.;~.> , ( F'?ICAL I , ~ i i I I ~ C ~ I ~ I . I I ,f, s a I a;l I, ~ 1~ I I I I ~ ~SEM~NTSIAROiJND ALA. + , 111 ~ , I r I I I s,:.I , ~ ~ t ~ ~ ~ ~ I ' ~ I I ~ I I ( ~ r ~ t.~ ~ I ~ l1~ ~ ~ i . .I , ~,r s ~ - ~ ~ I I I t - w ~ , w i /
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2-6" GATE VALVES ~ ~ ~ s` ~ P N i ~ A, i ~L~~'I iII~II 1 ii I,fI1~I ji,~i~~, I~ t I ~ ~ r , STA .B+56.$1 ~ ~ ~ . ~ _ _
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~ A y, ~ 1 I I EX., Sp,N.I ~EW. ~MH y , i r / ~ I I b' 3~,~ A,C, ` ~ ~ ~ I 1 ~ ' ~ J / ~ ~ ' ~ / % I l I % r r ~~~rd , ' I~~ NOTE: ALL EMBANKMENT FILL GREATER THAN ~ ~o>np~v I I I i / r ~ f (ii ~r ; r I r r l ~ y f, l fly 1 1 2 ~7 I r ` _ _ _ _ _ _ r'~„ i I ~
~ ~ ~ Z o1 l ~ ~ , ~ ~ i i r , INV OUT -1, 2 8.50' 1 SEVEN FEET (T), AS MEASURED FROM ROADWAY r ~ ~ ~ ~ N k~ I 1 I ~ I i i r y IQ ~ ~ I i I ~ ~ I I I r , - _ ~ ~ ~ .w ~ _ 2~ _ _ _ _ s ~ ,
\ ~ ~ ~ ~ i ~ ~ I ~ v ~ , ~ \ ~ ~ (I ; ~ ; I ~ , I 'P, , ; ~ 1 ~ ~ I, I , ! i , CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE i r 1 , ~ ~I~ I ~ ~ / f I ; I I I . ~ 1 ~ ~ ~ ~ ~ ~ ~ i + G o Q I/ M i l ~l ~ I I, i I i ~ i I I~ 1 ~i 1 1 i i ~ 1 1 PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL i _ ~ ~ _ - . ~ , a , _ ,
1 \ 1 ~ ~ ~ ~ I I f ~ / A i~ 1 f 1 1 1 1~ ~ 1 1 j I I ( ~ J I I~~( 1~ 1 l 1~ t ~ i r' ~ ~ s ~ ~ 0~ i v ~O~o a / ~ ~ / I ,III ,r/I 11,~ ~ , ; r J I I i I , 1 ,INSTALLED TO NCDOT SPECIFICATIONS OR BE , ' 0,, I ~ ~ , ~ i i~~~~ ~ % - ~ STA. 14+06.81 ; - _ _ _ AINSLEY DR. _ _ _ , , `
~ ~ +00.0,0 ~ 'i 19 Rn f I ~ y ! /I ~ ~ / / ~ I ~ I i ~ ~i ' ' i ~ i ' I ~ ~ i ! I ~ i ~ ~ GRADED TO A 4,1 SLOPE OR FLATTER. y,, i Q t - 1~ 1~ I 2'~~ ~ { 1 i ~ i ~ I I ! I % lam'` ' i I ~I ~ 1 ~ i ~ 1 1 i ~ _ 4, ~ STA. .0+0 00 f _ ~ ~
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N, f CSA ! ~ I ~ ~ UU I ao StIN ~ I I I ! > > o i » f R i ' UU j UU ii ~ » > 5 » »
o ~ ® I _ 25000 ~ ~ _ _ _ _ _ _ _.._L_ ~ _ S.Op~____.___ ____L_____ _ .__I 1 _L.__._____. _ a~_._a. _a. a_____~_________ ' 250.00_..._,. _ _ f t _ n~.__a_ _ _ . i . a____ I u i
~N i ~ I I N ~ ( II o i I
zfo ~ ~ I f ~ 36'-6 D.I, jWATER LINE I I _ o i OVER STORtyI DRAINAGE I o a ~ , I i ~ t i Iom ~ , I ~ ~ I
'W I ~ I I z~z , a I I f I ~ ~ 1 1 ~ I I~ I ~ ~
~i M ` d E ~fui I ~ ~ ~ W ! I ~ j 1 W [ W i i ~ I ~z
4D.00 2 __L ..___rt _ ~ ~ I a yr _ j.__ ~I -r- I _ _ _ _ _ _ _ _ i _ _ ' ~ i 240 00 . ~ _ _ ~ . a_ - _ _ .f_ _ _ . . - - .
~1 I olo NIA I ~ I i ~O j I I~ I ' WO I ~ ' ~~O
0 0 o ~ z!~ j I (2)6 R.C.P,s ao o _o ~ 9 I ° ~ I, ~ O U . I I ~ 00 ADO ~ ~ I X00 I i I j I i ~ Np
+ + J 2Z I ~ I ~O 0 0 ~ _I- I II i J ~ aoo ~ ~ ~o I i ~
1 I I I ~ I ad i i ~ ~ ~
H H ~p I I ~ I ~ I 230.00 f ~ N _ __._l . __L.__,_ _ _ _ _ _ . _ _ _ _ _ ____..v_..__.______ _ L _ _ _ ._.__.._.____._..N~-.__-___.._.~_.__..____... _._._.._._.__.-_I...-- .__.____.._._....__.._______--_....___.230.,00_._._.
a I NOTE: ALL EMBANKMENT FILL GREATER THAN j 1 ~ ! i i i ~ I
3 I I NOTE: ~ I SEVEN FEET (T), AS MEASURED FROM ROADWAY INVERTS OF THE (2)60 R.C.Ps SHALL BE CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE i I I 1 I ~ i i ~
~ PLACED AT A MINIMUM OF 12° BELOW ! plpE CROSSINGS SHALL HAVE EITHER GUARDRAIL I ~ ! I I I
THE STREAM BED ELEVATION FOR AQUATIC ~ INSTALLED TO NCOOT SPECIFICATIONS OR BE I I Z ' LIFE PASSAGE. ! ~ ! ~ I I ~ I ~ I ~ i ~
i w I I GRADED TO A 4;1 SLOPE OR FLATTER. I I 220.00 ~ _ _ _ _ . I I, ~ ~ I ; I i . . . , _ . _._....__._._..I_ _ _ _ _.__I_._ _ _ _..._..._..220 00_.__
o I i I I i
to I i { i to I { ~ i i ; 1
~ I ~ f + O I O M' t0 O M ~ I ~ M i O~ t0 O M
r7 O ~ i n i ~ ~ ` 00 ~ 00 ~t I''? ~ OO ! Oi ' ai• I c0 ! 00 !p i 00 N W I N I to t0 f~ ~p 00 ~ i I ~ N~ N
~ Fa- 100 ~ a} d ; N ~ N ~ N N N I ~I N N ~ N i N! i N N N 210,00
21 D.00 N ~ N N ' N 8+00 9+00 10+00 I1+00 12+00 13+OD 14+00
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
n n ~ lAl
- ELI YY PU A 5 T EET R PROFILE VIEW SCALES: Dalton En ineerin 9
I N.C~ _ , R IN RE R. TREAM C OSS G U EST N. .D.E.N. S C
1 - 50 HOR nd Associates P. A. FOR '
. wA~ .,r~~
1"=10'VER
F PLANTATION POINT - PHASE 5 cd" V " 446 East Main Street [phone] 1E p~ R~ p Foa P.O. Box 426 Fax [phone]
F EO Clayton, NC 27520
WILDEF WILDERS TOWNSHIP - JOHNSTON COUNTY, NORTH CAROLINA E~
01 Job: 04015 Date: 7/30/04 Revision:
File: STREAM Drawn: DBL Sheet: 1 of 2 r.

/.i
' ~ NOTE "A:" SUBDIVISION SITE DATA _
i/ THE PURPOSE AND INTENT OF THIS. PLAT IS TO SHOW v AREA IN PHASE 5 LOTS 1-69) 1,848205 SF...................42.43 AC
ALL NRB, WETLANDS, AND 'THE REQUESTED STREAM ~ , w - NEUSE RIUER CROSSING. AREA IN R/W (PHA E 5) _...........................................199289 SF......................4.58 AC
~ 02 i LINEAR FEET IN STREETS (PHASE 5). .................................................3,%53 LF AREA IN LOTS (PHASE 5) :............................................................................................1.,648916 SF...................37.B5 AC
i AVERAGE LOT SIZE (PHASE 5) :............................................................................................1 8,000 SF ....................0.413 AC
i FUTURE DEVE AREA IN NRB (ALL PHASES):.., ...................................................................................f984~654 SF...................22.60 AC ..................12.fi FUTURE DEVELOPMENT „ AREA IN WETLANDS (ALL PHASES):.^ ........................."..........................'................1552,202 SF.
_ FOR MUL FOR MULTI FAMILY AREA IN NRB/WETLANDS (ALL PHA'DES) :.........................................................•.•...11,536,856 SF .................,..35.28 AC
~ SR 1705 TO BE S( TO BE SOLD AS
~~E E RY R SEPARATE ~ PARATE TRACT * WETLANDS ON LOTS WILL REQUIRE DEED NOTIFICATIONS. SE WETLANDS AND 50 NEUSE RIVER BUFFER DELINEATIONS WILL BE RECORDED
I I S~ NO LOTS ARE SUEWECT TO THE FEMA 100 YEAR FLOOD LINE
i ~ ITE • wErI~iNNDS,•,~ • . . ~ PARCNT TRACT INFORMATION:
~ ~ I SR 1704 ~ PORTION OF THE FOLLOWING:
I NC PIN 1689376239 NC PIN 1689271436
i
~ RIVER NEUSE PARKWAY ~ SETBACKS: FRONT; 35' SIDE YARD: 15'
n ' CORNER SIDE: 25'
~ HREY RD. ~ SOUTH MURP REAR; 30'
SR 1703 / / /
CURRENT USE: WOODLANDS
/ PROPOSED USE: RESIDENTIAL
VICINITY MAP NOT TO SCALE) ; NOTES:
/
A HOMEOWNERS ASSOCIATION TO CONTROL COMMON PRIVATE PROPERTY. HOA WILL BE RESPONSIBLE FOR MANAGEMENT OF OPEN SPACE, BUFFERS, AND RESTRICTIVE COVENANTS.
LEGEND OF HATCHING / \ ~ ; - - LEVEL
W LANDS • ~ / SPREADER ~5 * 5U' NRB DETERMINATIONS hIADE BY STEVE MITCHELL - N.C.D.W.Q. RALEIGH REGIONAL OFFICE.
~ ' NEUSE RIVER BUFFER (NRB) ~ \ ~ / .1J
\ ~ _ \ \ LEVEL
PHASE LINL v v ~ v - \ SPREADER ~7 ~ ~ ~°~~f~a~~
\ ~ ~ ~ \ f
v ~ y v ~ NOTE: STORMWATER ~ ~ ~ T T RMWATER RUNOFF RECONCENTRATES CROSS SECTION SO
\ ~ _1 AFTER RELEASE IN 0 ~ ~ / LEVEL SPREADER PRAM RELEASE INTO NATURAL DRAINAGEWAY; SPREADER PRACTICE NOT APPLICABLE AT
~ ~ d_ \ ~ ' THIS AREA. ~ ~ ~ ~ ~ ~ , ~ AREA • VARIABLE -
\ ` ~ ~ ~ ~ ` i MATERIAL STAPLED IN
PLACE - - - - - - 6' MIN
~ \ ~ ~ ~ (
20' DRA AGE ~ Sj' 1 ~ ~ t
i EASEM T (TYP. ~ FCC T : STORMWATER RUNOFF RECONCENTRATES i i / ~ / r'+ NO E LEVEL LIP - OF SPREADER
AFTER RELEASE INTO NATURAL DRAINAGEWAY; ~ i / Y+
LEVEL SPREADER PRACTICE NOT APPLICABLE AT i - ~ THIS AREA. I SEDIMENT
~ la ~ \ BURIED 6' MIN -
i I ~ TRAP ( P.) I i i
32 ~ a 1 (v VEGETATED
~ I Tr I i ~ ~ DIVERSION
I ~ / ~T Q ss 3, i I ~ r • , ~ • ; y V• TRANSITION ~ TO 0
CJ I 0 r Y PY+ v ~ w GRADE•
~ I ~ ~ ' W y k y , . ~ y
~ ~I ~ ~ ~ 1 1 y y~~~ W W y
I r ! ' Q' Ili STABLE W y ~ W ~ y W ~ STABILIZED
~ I 1 1 ~ ~ 35 ~ ~ ~ a ~ , ~ \ y y y SLOPE UNDISTURBED ~ -
v 2e v \ ~ ~ OUTLET ~ ~ ~ ~ ~ ~\L_ y y y y W y y ~ y
1 0 v v v~ t \ / r EVE ~ L V E L N 0 W IE V E v
\ R v \ ~ / ~ SPR ER ~6 R ONSTRUCTION W y y W W y W W
„ Q \ , ~ ~ NOT FOR I Q \ NOT FOR C y y y W~ W~ y y W y w W W W y' '
\ ~ 18 17 \ ~ i ! T 0 R MINIMUM DIMENSIONS
0 _ DESIGN FLOW ENTRANCE END
0`- r ~ ,9 1e I / ; . ~ .q YY 0\~ NUMBER (CFS) WIDTH DEPTH WIDTH LENGTH
O 25 LEVEL LEVEL Q l r~ S~ 1 ' 3' 13' 1 0.4 10' 0.5
OV I 4 ~ 15 \ SPREADE ~3 SPREADER ~ a I o ~
` ` ~ - 1. E UESTED STREAM ~ R Q 2 0.4 10' 0.5' 3' 13'
~ ~ - 40 24 \ ~ y ~ ~ - --r, O.Z 14 \ 2, 0 . _ ~ _ CROSSING -SEE PLAN 3 2,0 10' 0.5' 3' 26'
0 W \ r- - ~
~r ' ~'r-~ ' AND PROFILE SHEET 1 OV ~ 22 11 _ _ _ ~ 4 2.8 10' 0.5' 3' 39'
0 13 ,2 0 ~ ~ ~ - - SHEET 1 OF 2) 1 0 0 r - _ BELL,~I COURT I ~ I 1 13.7 i ' 0.6' 3' 182'
5 6
0 10 I i \ 0 i , I o ' - ~ 1.3 .5' 3' 26' ~ ~ 6 10 0 ~ -
I rao I Ii PRFADER 1 LEV L; - i i _ ~ / 7 4.8 10' 0.5 3 65'
0 a, x I I ~ ! 43 0 7 L SP EADER 2 / 0 n0 I ~ - \ e Q9 l i l i / ? , r i
o i ~ ~ / % 118 i~ u ~ l~ J IL .~1 - / i - _ i i
~ , ~ 1 117 J 15 I _ ER DETAIL CONVENTIONAL LEVEL SPREAD ~ ~ ~ ~ NT ~ ~ ~ S
0 Q 0 e / ~ 1,3 - _1 / ZO ~ 0 - / , , ~ ~ NOTE: DETAIL PROVIDED BY N.C.D.E.N.R. - lAIVO QUALITY SECTION
D ~ ~ \ 0 r / / 0 2 v I ~ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
1 4s , r / 2ot ' ' ~ t Q iss O s , / ,a ( ' 0 0 , 0 ' 0 / 103 Q ~ , I ~ v Sp, ~ ~ ~
1 '717 ~ ! 1 1,9 Q ,OS 200 f 0 0 o / / i / 106 9~
m / I i~~I' 'i ,07 ;;199 0 i 4d 4T S4 4 / , ~ il ~1l~J;L 10e ; ~~q a ~ '2
OJ , 0 ,a2 0 0 0 , - I 0 ,09 ~ I ,20 0 I - ~~G
~ - I \ ~ I I 1 198 I I 3 I - - / 101 ~ ~ ~ 108 ~..9~
I I 0 r A. ~ ~ 65 / 121 Q / / ~
' 01 I 1_ / 0 I I I ~ 162 151 r- f~~~ ~ 107 "
~ I I 150 197 ~ 153 ~ 0 Q I I 0 ' ~ 149 i I 1 1oD 0 a ~ ~lh~ . . . .
I I p 122 ~ 0 ~ -PHASE 3 I ~ 14e 0 PLANTATION POINT I I ~ C 1 ~ 0 / ~ I I . 154 ~ ~ a . . r a ~ . . / y~%. / , . a r . . .
CROSSING OI I ~ ~ _ ,9e 147 0 ,ae j fi- . a ~ w
o. U3-0835 I 1 ~ ERMIT N O DWGI P I ~ ~ Z 99 206 t > 12 ~ , U 0 -
0 Q , I I i 156 101 ,f ~ ~ 0 U ,a2 , ' ,~e ~ 0 , ~V I ~ , 0 ,9a 7 186 , ~a ~.+e~ . . . . i:~,
TE DR ~ o NDGA ~ I ~ 15e f , y ~ rrl . 0 ; ; ,67 I o . z ~ . ...................~.y~ _
I 0 207 n s r 124 16a leo 145 ~ . .y....y. POSSIBLE FUTURE
- 0 I I I _ 93 ~ I I8J N 194 I ~ 0 • • • • ~ • ~ DEVELOPMENT 't•~ ti to 194 ~ : ~ 0 ..;A,
0 , I 0 / 15e 57 I 97 186 0 00 0 I 0 167 i I 159 0 ~ ~ o ~
i , I 0 ' I / ~ i5e 144 / i 0 I e4 '.L r POND• • ..~r/` 103 . .~'t~; 1
ii I I. / l Q r+ ~ 1 6e I I O 174 159 TI a . . . . \ . . Y~ 200 . . `ii 1
~ 0 I I / ~ 209 0 1 I ? / ((y 166 i I 91 98 173 ~ ,u ~ a . . . '}i Y~. , .li
0 0 r 0 r I I I O, 1 ,e5 ' I I ~ A~ ,T2 il ; 4 180 Z ~ 101 ~ If . . . . . r 1 a ,ez I/ t
0 0 I I Y l a4 210 ,oo I I a
ee 0 N 0 q 0 I 90 m Q 'y,~. /
I 0 128 ~ 0 166 ~ I 0 2 \ Q 0 1 142 I F 0 eo I '[AF `S ti~ ~ ail. ~ i / ~
I ~ ; , nn ,el I . R~ ,27 ~ N G Q ~ G P O eT A 0 1e2 I 0 .R T 0 i-~. a I ~ i ,1;. ' ~ , ~ .
- - tltlC 0 Q / Cj~I~ ~ / F'1 / 120 1a7 r E T
0 ~ 0 ' ' 1 61 e0 0 ~ ~ ` tea 0 0 r/ a F a S E U I N C R S ~ RnS a ~?I c ,67 TRE~4 R. S .D.E.N. N.c I - - _1_ _1 a -
' 79 ~ 129 140 0 T J 0 ~ 0 139 i 0 ~ ~ r ,>a _ - FOR -
0 79 ~ ~ 130 t 137 e 0 2 0
ao 0 , 3e , 0 , 0 ~0p 0 ,
V' ~ , 3 0 _ C ~ 134
63 75 ,32 133 a. ~ 0 0 0 -f 0 74 ~ HIP JOHNSTON COUNTY, NORTH CAROLINA WILDERS TOWNS ,
0 ~ 02 7a 1 .'o pHHE -
0 ~ 0 a4 el 0 TH M 0 0 m T3 ~ u MUR OWNER ~ DEVELOPER /
m Q ? SO 0 .i// ` I ~R 1T o~~H Ion En ineerin - - s Da t 03 ROYAL FLUSH DEVELOPMENT, LLC _
0 ~ ,1 ~ ~ C1O MARTY GILBERT 0~ Associates P. A. / ~ and ,
as 70 71 ~ ~ ALf SC 0 0 ~ 273-C BLUE POND ROAD G~ SCALE: 1 = 200 - ~ ~ ~J ~ CLAYTON, NC 27520 ~ Oa~~ Id(! C~..a,~e,.:.. c...~,.. (9191 550.4740
[phone] 441D MdZIL IYIQIII JLIGCL I- r
100 2 0 ~V Fax [phone] 200 400 soo ~ P.O. Box 426 Ql o~
- FO ~0 Clayton, NC 27520
i
Job: 04015 Date: 7/30/04 Revision: o~
File: CONTROL Drawn: DBL. Sheet: 2 of 2